HAM - Package - III

Construction of CC Road (3.5 m Single Lane ) - CBR -1%-6% in Ward No. 1, 11, 14, 27, 28, 24, 30 in Amalapuram Municipality

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-III materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 Morth.This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.GRADE -3 PRR RBR-SBBS-2

Providing 300mm Dia R.C.C. NP-3 Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) including Manufacture, Supply and Delivery and laying for Utility Crossing for road .This rate incuding cost of all labour chages , transportation charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators including Groove cutting and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Vibrator power trowelling to finish the surface including all materials, labour & all hire charges for Machinery, fuil charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work. . etc. complete for finished item of work

Filling with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for Shoulders. This rate including cost of all materials and labour charges etc.,spreeding charges , watering , ramming, other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Construction of Granular sub-base by providing HBT material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997.

Development of 2 No(s). Park (0.50 - 1.00 Acres) at Development of Dr metla Satyanarayana park ( Retaining Wall of Pond- 200 X 120 Sqm and Lighting- 150 X 240 Sqm )- 40Nos (7mts ) (10%), Development of Chandra Babu Naidu Health Park 120 X 230 Sqm (10%), Ward No. 2, 27, Amalapuram Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Flooring with Galaxy Granite 18 mm to 20 mm thick (Premium Quality) high polished / Flame Finished / leather finished granite stone slabs other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work (S.S.701 & special)

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Supply and fabrication works like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, Roof Trusses by using MS solid plate section as per IS 1730 including cost of welding rods, power charges, labour charges for cutting, placing, welding & erecting in position and fixing cost & convenience of all materials including wastage to site and complete for finished item of work.

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Supply and fixing of cement bonded board 8 mm thick and laying as per the pattern approved by the Engineer-in-Charge on purlins, rafters, trusses, including cost and conveyance of all materials like approved cement bonded board, nails, labour charges , overheads and contractors profit etc., complete for finished item of work in all floors. excluding the cost of purlins, rafters, trusses.

Providing and laying of best tiled roofing with pressed clay (Mangalore tiles) size 200 x 127 x 12 mm Thick and laying as per the pattern approved by the Engineer-in-Charge on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including Rabbit wire mesh (Chicken mesh) of not less than 30 gauge and jointed neatly with white cement paste to full depth mixed with pigment of matching shade at required place including cost and conveyance of all materials like cement, sand, water, tiles, Rabbit wire mesh, white cement, wastage etc., to site including cost of all labour charges for mixing of cement mortar, scaffolding, lift charges, laying tiles to required slope as directed by the Engineer- in-charge , curing etc., and overheads & contractors profit complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Plastering 20mm thick in two coats using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Providing Treads with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:5) , 12mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Treads (S.S.701 & special)

Providing Risers to steps walls with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with length equal to flooring stone, set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work. for Risers-0.15 m(APSS No.701 &707)

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

CC Road & BT Road

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-III materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 Morth.This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.GRADE -3 PRR RBR-SBBS-2

Construction of Granular sub-base by providing HBT material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing 300mm Dia R.C.C. NP-3 Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) including Manufacture, Supply and Delivery and laying for Utility Crossing for road .This rate incuding cost of all labour chages , transportation charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Filling with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for Shoulders. This rate including cost of all materials and labour charges etc.,spreeding charges , watering , ramming, other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators including Groove cutting and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Vibrator power trowelling to finish the surface including all materials, labour & all hire charges for Machinery, fuil charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work. . etc. complete for finished item of work

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Supply and delivery of MS dowel bars S-240 garde including cost of material , all labour charges and conveyance placing dowel bars in posiation in cc pavement as per design and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision)

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing Central Divider (with Island) in Ward No. All Ward in Chintalapudi Municipality

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of Central Medians, drains and culvert up to 3.00Mts depth .This rate incuding hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Filling with red earth for plantaton by using red earth in central median (with Island) including supply, spreading, watering and compaction in layers as per drawing and other incidental charges , filling , compaction etc., complete and Technical Specification, complete for finished item of work as directed by the Engineer-in-Charge.

Supplying and planting of ornamental shrubs/plants in the central median (with Island) including soil preparation, planting, staking and initial watering, as per drawing and directed by the Engineer-in-Charge. (Spacing/density to be confirmed during rate verification.)

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Painting two Coats enamil paint by using 1st quality paint over one coat of primer coat by using white cement on New Concrete Surfaces to given an even shade after throughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work as per SS Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD and other incidental charges etc., complete as per ss and as directed ny the departmental officer in charge of work

Providing Central Lighting along Central Divider in Ward No. All Ward in Chintalapudi Municipality

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template.Makes: Bajaj / Valmont/Laasma/Transrail/Utkarsh/ Skipper/Consoul/Surya/Vakrangee/Lysaght Pole/ Hakkel including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Foundation and erection charges with special T&P, for 10Mtrs long Octagonal duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materialsincluding cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing and casting of precast/cast-in-situ M20 grade cement concrete pedestal block of size 0.60m x 0.60m x 0.60m with embedded M.S. gusset plate for fixing of electrical poles, including excavation, formwork, curing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Fabrication, Transportation and supply of 1.5 Mtr length double arm suitable size decorative galvanized bracket with PU paint colour finish etc complete. (The design should be approved from field Engineers) Makes: Bajaj / Valmont/ Laasma /Transrail/Utkarsh/ Skipper/Consoul. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 35 Sq mm X 3.5 core core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon. with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 16 Sq mm X 4 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 35 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. 35 sqm

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 16 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing of independent earthling by excavating a pit to a depth of 2.10 mt in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with Equal Propotions of salt and Charcoal in layers and all labour charges etc., complete and as directed by Engineer incharge.

Supply, delivery and fixing of 21Kva Three Phase Smart Streetlight CCMS Web Controller –Wireless Street light monitoring and controlling system with 63A MCB for incoming and 9 Nos of 20Amps SP MCB with 2 outputs with 1 no of buffer SP MCB of 3 Nos, includes inbuilt RF gateway. It uses GSM/GPRS/4G technology to receive commands and send data from and to the web software with 4G with 2G fall back, Micro HDMI port to be provided. MIPI CSI Camera port to be provided. Minimum of Two USB 3.0 ports to be provided. In-built GPS to be provided It should support GPS/GLONASS/BD, Switching Components, Automatic MCB Trip Rectification for nuisance MCB trips, Controller should have SPD of 20kV/10kA for the Panel. Metering: ISI Energy Meter with Class 1.0 accuracy and Complaint to IS:13779. Ability to communicate securely via cellular networks (GSM / GPRS /2G /3G /4G). Ability to send data regarding energy usage, ON/OFF status etc. from controller. Ability to remotely upgrade the CCMS device firmware from central server. Design Life should be More than 10 years. Inbuild Battery backed with RTC based timer for Bypass operation for up to 8 Hours with trail run conducted after completion of the switching unit. Enclosure: CRCA Metal Enclosure with IP65 and IK10 with size of 700x500x145mm CRCA 1.2 thickness with Single Door RAL 7035 Powder coating. Test report: Controller should be type- tested with NABL lab and the test report need to be submitted.Communication Charges per panel per annum included for the warranty period of 2 years,including CCMS Software charges, and Supply of Stand for 3 Phase panel, 6.2 feet height, MS powder coated with 5mm Thick and approved by engineer in charge . This rate including cost of all material , transportation, other incidental charges etc complete as per ss and as directed by the departmental officer in charge of work

Supply and fixing of 6-32A 10KA SP MCB, C/D Curve ISI Mark. Makes: (Category-I) Legrand-DX3 / Schneider-A9/Hager-h3/ Siemens-5SX4/ Havells STADx / Lauritz Knudsen (Formerly L&T)-AU/Indo Asian-Opti pro/ HPL (Techno) /Anchor (Uno Plus) including all materials and labour charges as directed by Engineer Incharge.This rate including cost of all material , transportation, other incidental charges etc complete as per IE Rules and as directed by the departmental officer in charge of work

Supply, laying, testing and comissioning of 3 core 2.5 Sqmm PVC insulated and sheathed FRLS copper round cable for voltage up to 1100V as per IS 694/1990 . Makes: (category I) Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million including all labour charges etc and as directed by Engineer incharge

Providing coil earthing using 1.20mtrs long 20mm dia GI pipe of suitable length with 14SWG insulated GI wire for earth continuity filling of char coal, salt including earth pit with covers etc., complete confirming to IS specification and as per directed by the departmental authorities. Quotation

Earth work excavation including all soils for trench/Pole Pit /Earth Pit/ for covering of UG cables/HDPE pipe and refilling of Trench.

Construction of Office Building in Chintalapudi Municipality

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,Construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD /304 MORTH for foundations upto 3m depth etc complete as per SS and as directed by the departmental officer incharge of the work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,Construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD /304 MORTH for foundations upto 3m depth etc complete as per SS and as directed by the departmental officer incharge of the work.

Providing sand Filling in foundations from approved source as per drawing and technical specification this rate including cost and convenyance of materials, damping, watering and all incidental charges etc., complete as per ss and as directed by the departmetnal officer incharge of the work. But excluding seigniorage charges.

Providing cement Concrete 1:4:8, using 40mm HBG metal, including cost and conveyance of all materials, labour charges , laying concrete ,machine mixing charges ,compacting finishing curing etc., for foundations and other incidental charges etc complete as per ss and as directed by the departmetnal officer incharge of the work. But excluding seigniorage charges.

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

RCC M 25 Design mix coresponding to table 9 of IS 456 using 20 mm graded mahine hard granite metal from approved quarry including cost and conveyance of all materials like cement fine aggregate (sand); coarse aggregate,water etc to site and including hire charges and labour charges for centering, shuttering, machine mixing, laying concrete,curing etc complete but excluding cost of steel and its fabricaion charges for finished item of work complete as per SS and as directed by the departmental officer in charge of the work. But excluding seignorage charges. Footings Concrete M25 Design Mix

Supplying, fitting and placing FE 415 grHYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not weldeD etc., complete as per SS and as directed by the Engineer-in-Charge of the work.

Brick masonry with CM (1:6) prop: (cement : sand) using second class bricks of size 23 x 11 x 7 cms from approved source including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all materials and such as labour charges, like mixing cement mortar, constructing masonry, , curing for finished item of work etc complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

Brick masonry with CM (1:6) prop: (cement : sand) using second class bricks of size 23 x 11 x 7 cms from approved source including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all materials and such as labour charges, like mixing cement mortar, constructing masonry, , curing for finished item of work etc complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges. SUPER STRUCTURE - GROUND FLOOR

Brick masonry with CM (1:6) prop: (cement : sand) using second class bricks of size 23 x 11 x 7 cms from approved source including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all materials and such as labour charges, like mixing cement mortar, constructing masonry, , curing for finished item of work etc complete as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges. SUPER STRUCTURE - GROUND FLOOR

Plastering 12mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. But Excluding Seigniorage Charges. (OUT SIDE PLASTERING)

Plastering 12mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. But Excluding Seigniorage Charges. (OUT SIDE PLASTERING)

Plastering 12mm thick i in CM(1:5) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work . but excluding seigniorage charges (INSIDE PLASTERING)

Plastering 12mm thick i in CM(1:5) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work . but excluding seigniorage charges (INSIDE PLASTERING)

Plastering with cement mortar (1:3), 12 mm thick on Rcc work aas per technical specification Section 1300 & 2200 MORTH including cost and conveyance of all materials and labor charges for mixing cement mortor, laying, finshing the surface true to alignment and curing as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

Plastering with cement mortar (1:3), 12 mm thick on Rcc work aas per technical specification Section 1300 & 2200 MORTH including cost and conveyance of all materials and labor charges for mixing cement mortor, laying, finshing the surface true to alignment and curing as per SS and as directed by the departmental officer incharge of the work. But excluding seigniorage charges.

Providing impervious coat to exposed RCC roof slab surfaces with CM (1:3) prop.20mm thick mixed with 1Kg per one bag of cement, laid over roof slab when it is green,including cost of all materials and all operational,incidental and labour charges mixing for motar ` laying, rendering smooth and thread lining, curing including rounding off junctions of walls and slab for finished item of work etc., complete but excluding seignorage charges and as directed as per SS etc., complete by the departmental officer incharge of the work.

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint 2 caots over one coat Priming Coat, total 3 Coats (All Colours)BLD-CSTN-10-3 {For External walls}

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint 2 caots over one coat Priming Coat, total 3 Coats (All Colours)BLD-CSTN-10-3 {For Internal walls}

Providing and fixing factory made polyvinyl chloride (PVC) Door Frame of the size 50 x 47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre cut at two corners and joined with 2nos. of 150mm long brackets of 15x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19x19mm M.S. Square tube of 19 gauge. The door frame shall be fixed to the wall using 65/100mm long M.S. Screws through the frame by using PVC fasteners. A minimum of 4nos. of screws to be provided for each vertical member & minimum 2nos. for horizontal member etc. complete as per manufacturers specification and direction of Engineer-in-Charge of the work for finished item of work

Providing and fixing 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work

Providing & Fixing of Scientific Doors with metal door frames and door shutters made of galvanize steel (base steel as per IS 513 of 0.58 mm thick D quality, galvanized as per IS 277 with Zinc of 120 GSM). coated with Zinc Phosphate Primer to receive any paint on site or finished with Thermosetting Polyurethane paint of Aliphatic Grade providing high levels of scratch resistance and durability/Epoxy polyester powder for powder coating paint thickness 50-60 microns (Dry film thickness) outer frame section of 100 x 58 mm x 1.2 mm thick, shutter section of 0.80 mm thick galvanized steel sheet pressed (roll formed) for 46mm thick fully flush, double skin door shell seam joints at stile edges, in-fill of honeycomb kraft paper used to give the required rigidity and effective acoustic insulation with 6” Tower bolt – 2 Nos., 6” D handles – 2 Nos., 10” Aldrop – 1 No., Butt Hinges – 6 Nos, Mortise Lock of approved quality – 1 No, frames fixed to the concrete/masonry wall by means of self expanding screws complete for finished item of work for Double leaf Door

Providing and fixing factory made uPVC white colour casement/Casementcum fixed glazed door comprising of uPVC multi-chambered frame, sashand mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll formingprocess of required length (shape & size according to Upvc profile),uPVC extruded glazing beads of appropriate dimension,EPDMgasket,zinc alloy (white powder coated) 3D hinges and one handle oneach side of panels along with zinc plated mild steel multi point lockinghavingtransmission gear, cylinder with keeps and one side key, G.Ifasteners100 x 8 mm size for fixing frame to finished wall and necessarystainlesssteel screws, etc. Profile of frame & sash shall be mitred cut andfusion welded at all corners, mullion (if required) shall be also fusionweldedincluding drilling of holes for fixing hardware's and drainage ofwater etc.After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required sizeand of approved quality, all complete as per approved drawing & directionof Engineer-in-Charge inclusive of cost of Single / double glass panes and silicon sealent . Note: For uPVC frame, sash and mullion extruded profiles minus 5%tolerance in dimension i.e. in depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be acceptedbut no extra payment on this account shall be made. Casement door with top hung ventilator with 3D and S.S. frictionhinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Area of doorupto 2.50 sqm) BMT-N.84.B

Providing and fixing factory made uPVC white colour sliding glazed windowupto 1.50 m in height dimension comprising of uPVC multi-chamberedframe with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVCprofile), appropriate dimension of uPVC extruded glazing beads anduPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mmsize for fixing frame to finished wall and necessary stainless steel screwsetc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge inclusive of cost of Single / double glass panes, wire mesh and silicon sealent . Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be acceptedbut no extra payment on this account shall be made. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mmboth having wall thickness of 1.9 ± 0.2 mm and single glazingbead of appropriate dimension (Area of window upto 1.75 sqm).

Providing and fixing of top hung Ventilators made of pre-painted steel (Base steel as per IS 513 of 0.80 mm thick galvanized as per IS 277 with Zinc of 120 GSM), finish painted with a polyester paint of 60-65 microns thick and section for outer frame of 80 x 45 mm, centre mullion of 80 x 60 mm, section for shutter of 52 x 25 mm x 0.6 mm thick, outer frame and mullions to have rebate for glazed shutter with a provision for guard bars/grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, 1 No. of High grade nylon latch handle, window stopper, 2 nos. of with MS Powder coated /SS ball bearing butt Hinges provided per shutter and windows fitted with 4 mm thick plain float glass with rubber gaskets including fixing the frames in concrete/masonry wall by means of self expanding screws, Including 10 mm Square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work. Single openable ventilator shutter size of 2’ 0” x 2’ 0” (609.6 x 609.6mm) outer frame section size of 80 x 45mm, shutter frame section size of 52 x 25mm thick BMT-P.56

Flooring with Nano polished / stain free soluble salt procelain vitrified tiles screen printed of size 600x600mm and thick ness between 8-10mm 1st quality conforming to IS 13711, IS: 13712, IS 13630 (Part 1 to 15) of any colour and finish in all shades and design of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles conveyance charges etc., complete, for finished item of work.

Providing skirting to internal walls Nano polished /stain free soluble salt porcelain vitrified tiles screen printed of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) ofany colour and finish in all shades and designs to 15 cm height/risers of steps with vitrified tiles screen printed and polished of size600 x 600 mm and thickness between 8-10 mm 1st quality length equal to flooring stones, set over base coat of CM (1:5) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but including the cost of conveyance of all materials

Flooring with non-skid red or white full body Ceramic floor tiles of size 300 mm x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs as approved by Engineer-in-charge, set over base coat of cement mortar (1:8), 12mm thick using screened sand over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3 Kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, screened sand , water and tiles etc., and overheads & contractors profit complete for finished item of work.

Providing dadooing with glazed red or white full body ceramic wall tiles of size 300 x 450 mm / 320 mm x 400 mm and thickness 6 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs with borders as approved by Engineer-in-Charge flushed to wall surface set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply and delivery of ISI Marked IS:9537- Part-3 rigid PVC Pipes 25mm dia medium 2mm thick for inserting in slab for electrification etc complete as directed by the departmental officer incharge of the work. Make: Precision/Universal& Marudhar/VIP/ GoldMedal / Million plast / GM / Sudhakar/Polycab /Anchor/ Polyline/ Orbit /AKG /Beljin /Vasavi /DEC/MODI’S

Supply, delivery and fixing of 110 mm dia 3 M Single Socket PVC/SWR pipe - 6 Kg/sq.cm of ISI brand this rate includes cost and convenyance etc complete as per SS and as directed by the departmental officer incharge of the work

Supply and fixing of 20 mm dia 1.50 mm thick PVC pipe concealed in walls with all required accessories including masonary work for light , fan and plug point with metal deep box including all labour chages unit 1.00 Rmt Make : GoldMedal / Millionplast / GM / Sudhakar / Besto plast / Polyline / VIP.. Supply and fixing of 20 mm dia 1.50 mm thick PVC pipe concealed in walls with all required accessories including masonary work for light , fan and plug point with metal deep box including all labour chages unit 1.00 Rmt Make : GoldMedal / Millionplast / GM / Sudhakar / Besto plast / Polyline / VIP..

Supply and Fixing of 25mm outer dia (1.60 to 1.80)mm thicknes medium grade with IS:9537 part 3 FRLS rigid P.V.C. pipe (ISI marked) on wall with all required MS junction boxes and all accessories for run of mains . This rate including cost of material transportation including labour charges , other incidenatal charges as IE rules etc.Complete as per SS and as directed by the departmental officer in charge of work. Makes : Precision/ Universal& Marudhar/VIP / GoldMedal / Million plast / GM / Sudhakar /Polycab/AKG

Wiring with 2 of 22/0.3mm (1.0 Sqmm) (of 14/03mm) FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990 specification copper cable of makes Polycab / Havells/ Gold Medal / GM / Million in of Gold Medal Olive / GM G Home / Million Zoom / Anchor Penta Cherry (ISI MARK) in existing pipe with 6A switch, Ceiling rose of make Gold Medal Olive / GM G Home / Million Zoom / Anchor Penta Cherry and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings ELEC-1.5.1 a

Supply and run of 2 of 36/0.3 mm(2.5 Sqmm) PVC insulated flexible copper cable (ISI mark) in existing PVC Pipe for run of mains including all labour charges etc.complete for Finolex / RR kabel / Havells /KEI/Polycab/Glostermake.As per directed by the deportmental authorities. Makes: Finolex / RR kabel / Havells/Finecab/ KEI/Polycab/Gloster/Goldmedal/GM/ Fortune Arrt/Anchor/Million/ APAR(Anushakthi) /Sudhakar /Orbit/Batra Henlay ELEC-1.5.1 b

Supply and Fixing of one module PVC blanking plate (safety dummy plate for empty module) for closing the dummy blank modules in the modular switch board for ensuring safety etc., complete. Makes:- Legrand (Arteor/Myrius) / Schneider (Clipsal X/ Livia AB)/ Crabtree Murano or Ducor/L&T-englaze/ GM-(Four-Five)/ Goldmedal(GIFA)/Million (M-VEE) One Module PVC Blanking plate

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes of switches/sockets:- Legrand (Arteor/Myrius) / Schneider (Clipsal X/ Livia AB)/ Crabtree Murano or Ducor/L&T-englaze/ GM-(Four-Five)/ Goldmedal(GIFA)/Million (M-VEE)

Wiring with 2 of 22/0.3mm ( 1.5 Sq.mm) FRLS / FRLSH / HFFR / ZHFR P.V.C. insulated 1100V grade as per IS : 694 / 1990 specification flexible copper cable (ISI marked) in existing pipe with 6A (ISI marked) modular type switches and 6A, 3/2 pin modular type socket with cover plate fixing on existing, separate modular switch box including all labour charges etc., complete. Makes of wires:- Finolex / RR kabel/Havells/KEI/Polycab/ Goldmedal/GM/Million. Makes of switches/sockets:- Legrand (Arteor/Myrius) / Schneider (Clipsal X/ Livia AB)/ Crabtree Murano or Ducor/L&T-englaze/ GM-(Four-Five)/ Goldmedal(GIFA)/Million (M-VEE)

Supply and 16A/10A, Modular Flush Fuse with Neon Indicator. Makes : Makes: Legrand (Myrius/Lyncus) / Schneider (Clipsal X/ Livia AB)/ Crabtree (Murano/Athena)/Lauritz Knudsenenglaze (formerly L&T))/ GM-(Four-Five)/ Goldmedal(GIFA)/North-West(Artisa)/Million (MVEE)/Anchor Roma (PLUS)/Precision(Series 7)/Honeywell(Blenze pro)/Indoasian(Shynora)

Supply and Fixing of of 20A, Modular Socket with shutter including all labour charges, giving all connections etc., complete with following configurations1) 20A Socket - 1 No Makes : Makes: Legrand (Myrius/Lyncus) / Schneider (Clipsal X/ Livia AB)/ Crabtree (Murano/Athena)/Lauritz Knudsenenglaze (formerly L&T))/ GM-(Four-Five)/ Goldmedal(GIFA)/North-West(Artisa)/Million (MVEE)/Anchor Roma (PLUS)/Precision(Series 7)/Honeywell(Blenze pro)/Indoasian(Shynora)

SSupply and run of 1 of 22/0.3mm (1.5 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete. Makes: Finolex / RR kabel / Havells/Finecab/ KEI/Polycab/Gloster/Goldmedal/GM/ Fortune Arrt/Anchor/Million/ APAR(Anushakthi) /Sudhakar /Orbit/Batra Henlay

Supply and 3 runs of 2.50 sq mm . ISI marked FRLS/ FRLS-H / HFFR / ZHFR PVC insulated flexible copper cables 1100V grade as per IS: 694/1990 & IS:17048/2018 specification for copper cable including labour charges etc., complete as required including labour charges for 16A sockets & AC plugs Makes: Star / Airson/ Benlo / Rajnigandha/ CRI /Spykaar /Unicab/Fybros/A-Flex /Foursun /Vimcab /Vasura/Vasavi

Supply and 3 runs of 4.0 sq mmISI marked FRLS/ FRLS-H / HFFR / ZHFR PVC insulated flexible copper cables 1100V grade as per IS: 694/1990 & IS:17048/2018 specification for copper cable including labour charges etc., complete as required including labour charges for 16A sockets & AC plugs Makes: Star / Airson/ Benlo / Rajnigandha/ CRI /Spykaar /Unicab/Fybros/A-Flex /Foursun /Vimcab /Vasura/Vasavi

Supply and run of 5 of 6 Sq mm ISI marked FRLS/ FRLS-H / HFFR / ZHFR PVC insulated flexible copper cables 1100V grade as per IS: 694/1990 & IS:17048/2018 specification for copper cable including labour charges etc., complete as required including labour charges for 16A sockets & AC plugs Makes: Star / Airson/ Benlo / Rajnigandha/ CRI /Spykaar /Unicab/Fybros/A-Flex /Foursun /Vimcab /Vasura/Vasavi

Supply & run of 5 of 10.0 Sqmm ISI marked FRLS/ FRLS-H / HFFR / ZHFR PVC insulated flexible copper cables 1100V grade as per IS: 694/1990 & IS:17048/2018 specification for copper cable including labour charges etc., complete as required including labour charges for 16A sockets & AC plugs Makes: Star / Airson/ Benlo / Rajnigandha/ CRI /Spykaar /Unicab/Fybros/A-Flex /Foursun /Vimcab /Vasura/Vasavi

Providing independent earthing for Important equipment with 100mm dia Heavy gauge C.I ( Cast iron ) pipe with Flange 2.5m long enclosed in C.C/ brick masonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with salt and charcoal from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II)

Supply and fixing of 20-24W, not less than 1100mm length LED batten light with extruded aluminum housing and polycarbonate cover, input voltage AC 220 - 260 Volts, with high power LEDs, having System Efficacy of >=100 lumens/watt , PF>0.9, Surge protection: 2KV, THD<15%, with inbuilt driver and frosted cover CCT: 3000K - 5700K, minimum CRI>70, etc., complete with earth connection and not less than two years warranty. a) LUMINAIRE MAKE : Phillips / GE- Venture / Crompton / Wipro / Bajaj / Havells / Halonix /Jaquar /HPL/GM / GreenLites / Gold Medal/Eveready// Rhino/Panasonic/Ecolink/Capart. b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG/ Everlight.

Supply of 48" (1200mm) Sweep 5 star rated BLDC (Brush less Direct Current) Ceiling Fan with double ball bearings, input voltage 230V AC converted to 24 V DC, power input not more than 30W, air delivery not less than 220 cubic meter/min and a minimum service value of 7.0, without Remote and without regulator. Makes: Atomberg(GV2 )/ Halonix(Plasma) /Havells(Efficiencia Neo)/ Crompton(EN Groove)/Superfan(E281)/RJP(Ecowise)/GM (Excel 25 Pro)/ Goldmedal(OPUS)

Supply and fixing of Modular type 2- Module, Electronic fan regulator hum free step type socket size in the existing switch board. Makes :- Legrand (Arteor/Myrius) / Schneider (Clipsal X/ Livia AB)/ Crabtree Murano or Ducor/L&T-englaze/ GM-(Four-Five)/ Goldmedal(GIFA)/ Million (M-VEE)

Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete. Makes: Finolex / Polycab / Havells / V-Guard / Gold Medal / GM / Million / Vimal /Airson/CRI/ Tamra/ ollvin/Avocab

Supply and erecting 19/20mm steel tube down rod of 0.6 mt length with bolts & nuts duly painted with matching colour of fan complete

Supply and Transportation and fixing of 16" (400mm) Wall mounted Fan. Makes: Crompton High Flow / Bajaj Elite / Havells Swing Premia gold / Orient Wall 45 Makes: Crompton Wind Flo / Bajaj Elite / Havells Swing / Orient Wall 50/Halonix Krypton/G.M. (Bolt)/ Goldmedal(Nora-16)/Million(Swing wall fan)

Supply of 12" (300mm) Light duty exhaust fan with metallic blades and wire guard etc complete Makes: Crompton / Almounard / Havells Ventil Air-DB

Supply of 12" (300mm) ISI, 900 RPM Heavy duty exhaust fan with metallic blades with mark. Makes: Crompton / Almounard / Havells Ventil Air-DB

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete

Supply and fixing of louver shutter suitable for 12" Exhaust fan including all labour charges etc complete with connections and colouring matching to the wall with enamel paint.

Supply and transportation of 60W. LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass/ temperature protective polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F > 0.90, high power LEDs having System Efficacy >=120 lumens/watt and junction temperature < 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete with earth connection and not less than two years warranty a) LUMINAIRE MAKE : Wipro(Skyline) / Philips (Green line) / GE-Venture / Crompton(Neo Series) / Bajaj (Edge) / Halonix(Lumos - Super) / Havells (Endura Series)/Valmont(Supernova) /Capart(Premium) /Greenlites(Hi-Lux) /Polycab /Keselec/ HPL(City Vision)/ Jaquar(Premium) /Eveready/ Surya (Lexon) / FortuneArrt (Leaf) / Rhino(GPSL04)/Orient(Fiest Plus) /Bee-lite(Gritty)/Ecolink(Durastreet Gen II) b) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG

Supply and transportation of following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part-I)/1554-I Makes:V-Guard / Suncab / Delton / Payal / Laser /Rhino /Pawancab/AKG/LS cable /Polywires /Nakoda /South king/PSPL /V-Marc.

Supply and transportation of following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part-I)/1554-I Makes:V-Guard / Suncab / Delton / Payal / Laser /Rhino /Pawancab/AKG/LS cable /Polywires /Nakoda /South king/PSPL /V-Marc.

Supply and transportation of following XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part-I)/1554-I Makes:V-Guard / Suncab / Delton / Payal / Laser /Rhino /Pawancab/AKG/LS cable /Polywires /Nakoda /South king/PSPL /V-Marc.

Supply,transporatation & installation of following sizes of Hot Dipped Galvanized Iron perforated cable trays without cover, including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete- 150mm x 50mm x 1.6mm

.Supply and fixing of Co2 type Fire Extinguishers 4.5 Kg capacity confirming to IS 2878 made from ISI marked steam less cylinder confirming to IS:7285 & CE certified and fitted with ISI marked controlled valve confirming to IS:3224, high pressure 1 Mtr discharge hose & horn complete with initial gas charged with carrying handle with wheels and wall mounting bracket. Squeeze lever discharge, used un-used indicator, Aphoxy coated paint (Red) with 93% gloss with 2 years warranty Including transportation, all taxes and all labour charges etc complete. Makes : Cease Fire / Minimax.

Supply and fixing of ISI mark (IS:15683) Mono ammonium phosphate powder 90 (MAP) 6 Kg Fire extinguisher, stored pressure type, pressure gauge, gross wt. 9.4 kg, empty wt.3.4 kg, Discharge time minimum 13 sec, controllable discharge mechanism, range min. 4 mts applicable on classes A,B, C & electrically started fire, A rating -4 A, B rating -34 B, can construction: Deep drawn and Co2 mig welding, Valve construction: Forging & Machining, internal coating of can: Epoxy powder coating, External coating of Can:Epoxy polyster powder coating, sheet metal thickness:1.60mm, Helium leak detection tested with 5 years warranty Including transportation, all taxes and all labour charges etc complete. Makes : Cease Fire / Minimax.

Supply of ...............INVERTER Model Cool type split AC unit with high wall mounted Single Split indoor unit and outdoor condensing unit Hermetically sealed compressor suitable for operation on 230V, 50Hz, 1Phase AC supply capable of performing Heat cool dehumidifying air circulating and filtering with cooling and condensing units with 3 mts of copper piping, insulation kit and 4 mts of 4 core copper flexible chord with cordless remote control etc., dual barrier coating in order to protect coil form oxidation with copper condenser. 1.8/1.9/2.0TR, 4/5 Star capable of delivering not less than 21600 BTU/hr and above with operating on refrigerant R-410A / R-32 Makes: As per list of recommended brands as category II.

Development of 1 No(s). Park (0.20 - 0.50 Acres) at “Beautification and Development of Pedda Cheruvu with Bund Widening and Strengthening, Walking Track, Side Safety Mesh, Plantation, Landscaping, Water Fountain, Seating, Ornamental Lighting and 3.00 m High ‘I Love Chintalapudi’ Landmark at Chintalapudi Nagar Panchayat.”, Ward No. 20, Chintalapudi Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

Development of 1 No(s). Park (0.50 - 1.00 Acres) at “Beautification and Rejuvenation of Vegili Lingeswara Cheruvu with Walking Track, Pedestrian Bridge, Statue Zone, Landscaping, Seating, Ornamental Lighting and Entrance Arch at Chintalapudi Nagar Panchayat.”, Ward No. 11, Chintalapudi Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Flooring with Galaxy Granite 18 mm to 20 mm thick (Premium Quality) high polished / Flame Finished / leather finished granite stone slabs other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work (S.S.701 & special)

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Supply and fabrication works like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, Roof Trusses by using MS solid plate section as per IS 1730 including cost of welding rods, power charges, labour charges for cutting, placing, welding & erecting in position and fixing cost & convenience of all materials including wastage to site and complete for finished item of work.

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Supply and fixing of cement bonded board 8 mm thick and laying as per the pattern approved by the Engineer-in-Charge on purlins, rafters, trusses, including cost and conveyance of all materials like approved cement bonded board, nails, labour charges , overheads and contractors profit etc., complete for finished item of work in all floors. excluding the cost of purlins, rafters, trusses.

Providing and laying of best tiled roofing with pressed clay (Mangalore tiles) size 200 x 127 x 12 mm Thick and laying as per the pattern approved by the Engineer-in-Charge on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including Rabbit wire mesh (Chicken mesh) of not less than 30 gauge and jointed neatly with white cement paste to full depth mixed with pigment of matching shade at required place including cost and conveyance of all materials like cement, sand, water, tiles, Rabbit wire mesh, white cement, wastage etc., to site including cost of all labour charges for mixing of cement mortar, scaffolding, lift charges, laying tiles to required slope as directed by the Engineer- in-charge , curing etc., and overheads & contractors profit complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Plastering 20mm thick in two coats using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Providing Treads with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:5) , 12mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Treads (S.S.701 & special)

Providing Risers to steps walls with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with length equal to flooring stone, set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work. for Risers-0.15 m(APSS No.701 &707)

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-III materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 Morth.This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.GRADE -3 PRR RBR-SBBS-2

Providing 300mm Dia R.C.C. NP-3 Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) including Manufacture, Supply and Delivery and laying for Utility Crossing for road .This rate incuding cost of all labour chages , transportation charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators including Groove cutting and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Vibrator power trowelling to finish the surface including all materials, labour & all hire charges for Machinery, fuil charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work. . etc. complete for finished item of work

Filling with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for Shoulders. This rate including cost of all materials and labour charges etc.,spreeding charges , watering , ramming, other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Construction of Granular sub-base by providing HBT material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997.

Supply and delivery of MS dowel bars S-240 garde including cost of material , all labour charges and conveyance placing dowel bars in posiation in cc pavement as per design and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Providing and applying Prime Coat with Bitumen Emulsion (SS1) Bulk using emulsion pressure distributor on Prepared Surface of Granular base including Clearing of road surface and spraying emulsion at the rate of 0.70 kg to 1.00 kgs / Sqm using emulsion pressure distributor for finished item of Work etc.,complete as per MORT&H Specification 502 (5th revision). This rate incuding cost of emulsion , transportation , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503 and as directed by the Engineer-in-Charge.

Providing and laying of 50mm thick Bituminous Macadam with 100 -120 TPH hot mix plant producing an average output of 75 tonnes per hour using hard blasted Trap crushed aggregates of Grading - II as per table 500-7 of MoRT&H specificaion 504 (5th Revision) premixed with bituminous binder of VG-30 grade @ 3.4 % by weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and opeational charges all T&P and all other contingent charges necessary , complete and as per MoRTH specification No. 504 (5th Revision)

Providing and applying Tack Coat with bitumen VG-10 grade (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H (5th Revision) Specification Clause No. 503.This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % to 5.60 of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects . This rate including cost of bitumen ,Transportation all labour charges , hiring of machniry and other icnidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing Central Divider (without Island) in Ward No. 38 in Eluru Municipal Corporation

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of Central Medians, drains and culvert up to 3.00Mts depth .This rate incuding hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Painting two Coats enamil paint by using 1st quality paint over one coat of primer coat by using white cement on New Concrete Surfaces to given an even shade after throughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work as per SS Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD and other incidental charges etc., complete as per ss and as directed ny the departmental officer in charge of work

Providing Central Lighting along Central Divider in Ward No. 38 in Eluru Municipal Corporation

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template.Makes: Bajaj / Valmont/Laasma/Transrail/Utkarsh/ Skipper/Consoul/Surya/Vakrangee/Lysaght Pole/ Hakkel including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Foundation and erection charges with special T&P, for 10Mtrs long Octagonal duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materialsincluding cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing and casting of precast/cast-in-situ M20 grade cement concrete pedestal block of size 0.60m x 0.60m x 0.60m with embedded M.S. gusset plate for fixing of electrical poles, including excavation, formwork, curing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Fabrication, Transportation and supply of 1.5 Mtr length double arm suitable size decorative galvanized bracket with PU paint colour finish etc complete. (The design should be approved from field Engineers) Makes: Bajaj / Valmont/ Laasma /Transrail/Utkarsh/ Skipper/Consoul. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 35 Sq mm X 3.5 core core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon. with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 16 Sq mm X 4 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 35 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. 35 sqm

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 16 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing of independent earthling by excavating a pit to a depth of 2.10 mt in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with Equal Propotions of salt and Charcoal in layers and all labour charges etc., complete and as directed by Engineer incharge.

Supply, delivery and fixing of 21Kva Three Phase Smart Streetlight CCMS Web Controller –Wireless Street light monitoring and controlling system with 63A MCB for incoming and 9 Nos of 20Amps SP MCB with 2 outputs with 1 no of buffer SP MCB of 3 Nos, includes inbuilt RF gateway. It uses GSM/GPRS/4G technology to receive commands and send data from and to the web software with 4G with 2G fall back, Micro HDMI port to be provided. MIPI CSI Camera port to be provided. Minimum of Two USB 3.0 ports to be provided. In-built GPS to be provided It should support GPS/GLONASS/BD, Switching Components, Automatic MCB Trip Rectification for nuisance MCB trips, Controller should have SPD of 20kV/10kA for the Panel. Metering: ISI Energy Meter with Class 1.0 accuracy and Complaint to IS:13779. Ability to communicate securely via cellular networks (GSM / GPRS /2G /3G /4G). Ability to send data regarding energy usage, ON/OFF status etc. from controller. Ability to remotely upgrade the CCMS device firmware from central server. Design Life should be More than 10 years. Inbuild Battery backed with RTC based timer for Bypass operation for up to 8 Hours with trail run conducted after completion of the switching unit. Enclosure: CRCA Metal Enclosure with IP65 and IK10 with size of 700x500x145mm CRCA 1.2 thickness with Single Door RAL 7035 Powder coating. Test report: Controller should be type- tested with NABL lab and the test report need to be submitted.Communication Charges per panel per annum included for the warranty period of 2 years,including CCMS Software charges, and Supply of Stand for 3 Phase panel, 6.2 feet height, MS powder coated with 5mm Thick and approved by engineer in charge . This rate including cost of all material , transportation, other incidental charges etc complete as per ss and as directed by the departmental officer in charge of work

Supply and fixing of 6-32A 10KA SP MCB, C/D Curve ISI Mark. Makes: (Category-I) Legrand-DX3 / Schneider-A9/Hager-h3/ Siemens-5SX4/ Havells STADx / Lauritz Knudsen (Formerly L&T)-AU/Indo Asian-Opti pro/ HPL (Techno) /Anchor (Uno Plus) including all materials and labour charges as directed by Engineer Incharge.This rate including cost of all material , transportation, other incidental charges etc complete as per IE Rules and as directed by the departmental officer in charge of work

Supply, laying, testing and comissioning of 3 core 2.5 Sqmm PVC insulated and sheathed FRLS copper round cable for voltage up to 1100V as per IS 694/1990 . Makes: (category I) Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million including all labour charges etc and as directed by Engineer incharge

Providing coil earthing using 1.20mtrs long 20mm dia GI pipe of suitable length with 14SWG insulated GI wire for earth continuity filling of char coal, salt including earth pit with covers etc., complete confirming to IS specification and as per directed by the departmental authorities. Quotation

Earth work excavation including all soils for trench/Pole Pit /Earth Pit/ for covering of UG cables/HDPE pipe and refilling of Trench.

Development of 3 No(s). Park (0.20 - 0.50 Acres) at Development of Satrampadu Park in Division No.22nd, Development of Dwaraka nagar Park in 28th Division., Development of Lunani nagar nagar Park in 49th Division., Ward No. 22, 28, 49, Eluru Municipal Corporation

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

VCC / RCC M25 Grade and above

DBM / BM / SDBC /BC

CC Road WORKS - CONSOLIDATED

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-III materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 Morth.This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.GRADE -3 PRR RBR-SBBS-2

Providing 300mm Dia R.C.C. NP-3 Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) including Manufacture, Supply and Delivery and laying for Utility Crossing for road .This rate incuding cost of all labour chages , transportation charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators including Groove cutting and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Vibrator power trowelling to finish the surface including all materials, labour & all hire charges for Machinery, fuil charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work. . etc. complete for finished item of work

Filling with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for Shoulders. This rate including cost of all materials and labour charges etc.,spreeding charges , watering , ramming, other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Construction of Granular sub-base by providing HBT material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Central Divider (without Island) in Ward No. in Jangareddy Gudam Municipality

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of Central Medians, drains and culvert up to 3.00Mts depth .This rate incuding hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Painting two Coats enamil paint by using 1st quality paint over one coat of primer coat by using white cement on New Concrete Surfaces to given an even shade after throughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work as per SS Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD and other incidental charges etc., complete as per ss and as directed ny the departmental officer in charge of work

Providing Central Lighting along Central Divider in Ward No. in Jangareddy Gudam Municipality

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template.Makes: Bajaj / Valmont/Laasma/Transrail/Utkarsh/ Skipper/Consoul/Surya/Vakrangee/Lysaght Pole/ Hakkel including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Foundation and erection charges with special T&P, for 10Mtrs long Octagonal duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materialsincluding cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing and casting of precast/cast-in-situ M20 grade cement concrete pedestal block of size 0.60m x 0.60m x 0.60m with embedded M.S. gusset plate for fixing of electrical poles, including excavation, formwork, curing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Fabrication, Transportation and supply of 1.5 Mtr length double arm suitable size decorative galvanized bracket with PU paint colour finish etc complete. (The design should be approved from field Engineers) Makes: Bajaj / Valmont/ Laasma /Transrail/Utkarsh/ Skipper/Consoul. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 35 Sq mm X 3.5 core core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon. with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 16 Sq mm X 4 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 35 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. 35 sqm

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 16 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing of independent earthling by excavating a pit to a depth of 2.10 mt in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with Equal Propotions of salt and Charcoal in layers and all labour charges etc., complete and as directed by Engineer incharge.

Supply, delivery and fixing of 21Kva Three Phase Smart Streetlight CCMS Web Controller –Wireless Street light monitoring and controlling system with 63A MCB for incoming and 9 Nos of 20Amps SP MCB with 2 outputs with 1 no of buffer SP MCB of 3 Nos, includes inbuilt RF gateway. It uses GSM/GPRS/4G technology to receive commands and send data from and to the web software with 4G with 2G fall back, Micro HDMI port to be provided. MIPI CSI Camera port to be provided. Minimum of Two USB 3.0 ports to be provided. In-built GPS to be provided It should support GPS/GLONASS/BD, Switching Components, Automatic MCB Trip Rectification for nuisance MCB trips, Controller should have SPD of 20kV/10kA for the Panel. Metering: ISI Energy Meter with Class 1.0 accuracy and Complaint to IS:13779. Ability to communicate securely via cellular networks (GSM / GPRS /2G /3G /4G). Ability to send data regarding energy usage, ON/OFF status etc. from controller. Ability to remotely upgrade the CCMS device firmware from central server. Design Life should be More than 10 years. Inbuild Battery backed with RTC based timer for Bypass operation for up to 8 Hours with trail run conducted after completion of the switching unit. Enclosure: CRCA Metal Enclosure with IP65 and IK10 with size of 700x500x145mm CRCA 1.2 thickness with Single Door RAL 7035 Powder coating. Test report: Controller should be type- tested with NABL lab and the test report need to be submitted.Communication Charges per panel per annum included for the warranty period of 2 years,including CCMS Software charges, and Supply of Stand for 3 Phase panel, 6.2 feet height, MS powder coated with 5mm Thick and approved by engineer in charge . This rate including cost of all material , transportation, other incidental charges etc complete as per ss and as directed by the departmental officer in charge of work

Supply and fixing of 6-32A 10KA SP MCB, C/D Curve ISI Mark. Makes: (Category-I) Legrand-DX3 / Schneider-A9/Hager-h3/ Siemens-5SX4/ Havells STADx / Lauritz Knudsen (Formerly L&T)-AU/Indo Asian-Opti pro/ HPL (Techno) /Anchor (Uno Plus) including all materials and labour charges as directed by Engineer Incharge.This rate including cost of all material , transportation, other incidental charges etc complete as per IE Rules and as directed by the departmental officer in charge of work

Supply, laying, testing and comissioning of 3 core 2.5 Sqmm PVC insulated and sheathed FRLS copper round cable for voltage up to 1100V as per IS 694/1990 . Makes: (category I) Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million including all labour charges etc and as directed by Engineer incharge

Providing coil earthing using 1.20mtrs long 20mm dia GI pipe of suitable length with 14SWG insulated GI wire for earth continuity filling of char coal, salt including earth pit with covers etc., complete confirming to IS specification and as per directed by the departmental authorities. Quotation

Earth work excavation including all soils for trench/Pole Pit /Earth Pit/ for covering of UG cables/HDPE pipe and refilling of Trench.

Development of 2 No(s). Park (0.10 - 0.20 Acres) at Beutification of Saibalaji Township park with Walking Track, Landscaping, Ornamental Lighting at Jangareddygudem Municipality.”, Beautification of Ayyappa township park with Walking Track, Landscaping, Ornamental Lighting at Jangareddygudem Municipality, Ward No. 0, 0, Jangareddy Gudam Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

Development of 2 No(s). Park (0.20 - 0.50 Acres) at “Beautification of Lakshmi Ganapathi township park with Walking Track, Landscaping, Ornamental Lighting at Jangareddygudem Municipality.”, “Beautification of Sai surya nagar with Walking Track, Landscaping, Ornamental Lighting at Jangareddygudem Municipality.”, Ward No. 0, 0, Jangareddy Gudam Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

CC Road & BT Road - Consolidated Items (merged by rate)

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-III materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 Morth.This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.GRADE -3 PRR RBR-SBBS-2

Providing 300mm Dia R.C.C. NP-3 Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) including Manufacture, Supply and Delivery and laying for Utility Crossing for road .This rate incuding cost of all labour chages , transportation charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators including Groove cutting and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Vibrator power trowelling to finish the surface including all materials, labour & all hire charges for Machinery, fuil charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work. . etc. complete for finished item of work

Filling with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for Shoulders. This rate including cost of all materials and labour charges etc.,spreeding charges , watering , ramming, other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Development of 1 No(s). Park (0.10 Acre & Below) at DEVELOPMENT OF POLAMMACHERUVU PARK NEAR MUMMIDIVARAM NAGAR PANCHAYAT AT WARD 11., Ward No. 0, Mumudivaram Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

Development of 1 No(s). Park (0.20 - 0.50 Acres) at DEVELOPMENT OF AYYAVARI CHERUVU PARK NEAR MARKET AREA AT WARD 6 of MUMMIDIVARAM NAGAR PANCHAYAT., Ward No. 0, Mumudivaram Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

CONSOLIDATED — CC ROAD ITEMS (merged & summed by unique Rate). Note: no 'BT Road' tagged data exists in this estimate.

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-III materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 Morth.This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.GRADE -3 PRR RBR-SBBS-2

Providing 300mm Dia R.C.C. NP-3 Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) including Manufacture, Supply and Delivery and laying for Utility Crossing for road .This rate incuding cost of all labour chages , transportation charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators including Groove cutting and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Vibrator power trowelling to finish the surface including all materials, labour & all hire charges for Machinery, fuil charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work. . etc. complete for finished item of work

Filling with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for Shoulders. This rate including cost of all materials and labour charges etc.,spreeding charges , watering , ramming, other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Construction of Granular sub-base by providing HBT material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997.

Supply and delivery of MS dowel bars S-240 garde including cost of material , all labour charges and conveyance placing dowel bars in posiation in cc pavement as per design and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

OTHER SECTIONS — PARKS (unchanged, linked directly to E-Sheet)

Development of 1 No(s). Park (0.20 - 0.50 Acres) at Nandanam Thota, Ward No. Ward 1, Nuzvidu Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

CC Roads (Consolidated)

Earthwork excavation for road way in soil by mechanical means including cutting and loading in tippers trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge

Granular sub-base/base/surface course with Gravel materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 MORD - with GRAVEL Morth . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Granular sub-base/base/surface course with Grade-III materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 Morth.This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.GRADE -3 PRR RBR-SBBS-2

Providing 300mm Dia R.C.C. NP-3 Socket and Spigot pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of effective length) including Manufacture, Supply and Delivery and laying for Utility Crossing for road .This rate incuding cost of all labour chages , transportation charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providng VCC M20 Desgin mix by using 20 mm machine crushed HBG Metal. This rate including cost of material all labour charges, machine mixing vibarting, watering ranning and other incidental charges etc complete as per SS and as directed by the departmental offices incharge of work. for Minor Repairs

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators including Groove cutting and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing Vibrator power trowelling to finish the surface including all materials, labour & all hire charges for Machinery, fuil charges other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work. . etc. complete for finished item of work

Filling with gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH for Shoulders. This rate including cost of all materials and labour charges etc.,spreeding charges , watering , ramming, other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of cautionary/warning sign of size 900 mm equilateral triangle made out of Type IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting confirming to IRC:67:2012 for full back ground of white colour and letters/logos done by screen printing in black colour ,boarders by screen printing in red colour and fixed over4 mm Aluminium coposite material sheet having minimum 0.5 mm thick aluminium skin on both sides with back side painted with grey colour and fixed over back support frame of 25 MM x 25 MM x 3 MMalround and fixing with 35 x 35 x 4MM mounted on a MS angle post 75 mm x 75 mm x 6 mm with clear heightof not less than 2.1 m from the ground level to the bottomof the board.The sign post should be painted with one coat of red oxide paint and 2 coats of synthetic enamelpaint Black and White colour with bands of 30 cm height.The sign post shall be firmly fixed with MS base angle 35 x 35 x 4 MM in to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost and conveyance of all materials,equipment,machinery and labour with all leads and lift,loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge

Supplying and installation of Hazard Markers/Delinators using M.S.angle of size 55 x 55 x 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand colour with 30 cm x 90 cm Type-IV of ASTMD 4956-09 wide angle cube cornered micro prismatic retro reflective sheeting of yellow colour and confirming to IRC 67:2012 fixed over 3 MM Aluminium composite materialhaving minimum 0.3 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried in to the ground in a trench of size 30 cm x 30 cm and 50 cm depth filled with CC M-20 including cost and conveyance of all materials,equipment,machinery and labour with all leads ad lifts,loading and un-loading charges necessary for successful completion of the work on any road division as directed by Engineer-in-charge and confirming to IRC 67-2012 & MORT&H specification No.805 and approved drawings etc., complete for finished item of work

Granular sub-base/base/surface course with Grade-V materials (Table 400.2) Construction of granular sub-base by providing local material spreading in uniform layers with on prepared surface, mixing by mix in place method at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 . This rate incuding cost of all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-11& 400.12 , including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller 80-100KN to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MORD/MoRT&H specification.406 (5th revision) for finished item of work .This rate incuding cost of material ,all labour chages , hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The material should be Berger company/Berger equivalent and must comply with the following a) white index for the product should be in the range of 60-70 when measured against standard reference.The applied panel 7/8 number must be submitted for checking up the white index in the department lab.In case the departmnt approves the white index of any vendor,the department engineer may carryout random checking of the applied products at site against the approved panel.In case of any major deviation beyond acceptance limit,department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor to replace the fll consignment by the desired material as per approved panel at his own cost and additional demurrages may be claime due to lossof man days (as per the rules of the dept.)b)Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249.c) Crack resistance:The applied panel cured for 7 days under ambient conditions and the should be tested as per BS3262 part-1,1989 and should pass at the range of '0' degree centigrade-'10' degree centigrade.D) Adhesion: Strong E) Softening point:102 degree centigrade.F) Dried film finish: Smooth and uniform G) Night vision:High as directed by the Engineer-In-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause confirming to IRC 35-1997.

Supply and delivery of MS dowel bars S-240 garde including cost of material , all labour charges and conveyance placing dowel bars in posiation in cc pavement as per design and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Providing and fixing of junction board of size 1050 mm x 1500 mm made out of Type-IV of ASTMD 4956-09 high intensity prismatic retro reflective sheeting and confirming to IRC:67:2012 for full back ground of green colour & white letters and fixed over 4 mm Aluminum Composite Material sheet having minimum 0.5 mm thick aluminum skin on both sides with back side painted grey colour and fixed over back support frame of M.S.Angle 25 x 25 x 3 mm all round fixing with MS angle 35 x 35 x 4 mm and mounted on two MS angle post of size 75 x 75 x 6 mm with clear height of not less than 2.1 m from the ground level to the bottom of the board as per the drawing. The sign post should be painted with one coat of red oxide paint and two coats of 1st quality synthetic enamel paint Black & white colour with bands of 30 cm height. The sign post shall be firmly fixed with MS base angle 35 x 35 x4 mm in to the ground by 1:2:4 concrete foundation of size 45 cm x 45 cm x 60 cm, including sots, conveyance of all materials, equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer-in-Charge

Central Dividers & Lighting

Providing Central Divider (without Island) in Ward No. 1 in Ramachandrapuram Municipality

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH for foundations of Central Medians, drains and culvert up to 3.00Mts depth .This rate incuding hire charges of machinery , fuil charges , wages of driver other incidebntal charges etc Complere as per ss and as directed by the departemntal officer in charge of work.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixer. for bedding as per the standard specification including cost of all materials and labour charges etc., machine mixing , smooth finishing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Construction of Reinforced cement concrete divider wall using M 20 (Design Mix) grade concrete using 347 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, centering scaffolding placed and compacted by vibration including curing for 14 days complete as per drawings other incidental charges and technical specifications as per clause 408 MORTH and as directed by the Engineer-in-Charge. as follows.

Providing High Yield Strength Deformed ( HYSD) (Fe 500D grade as per IS 1786-1979) of different diameters for RCC works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming frills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete as per ss and as directed ny the departmental officer in charge of work.

Painting two Coats enamil paint by using 1st quality paint over one coat of primer coat by using white cement on New Concrete Surfaces to given an even shade after throughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational incidental labour charges etc., complete for finished item of work as per SS Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD and other incidental charges etc., complete as per ss and as directed ny the departmental officer in charge of work

Providing Central Lighting along Central Divider in Ward No. 1 in Ramachandrapuram Municipality

Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template.Makes: Bajaj / Valmont/Laasma/Transrail/Utkarsh/ Skipper/Consoul/Surya/Vakrangee/Lysaght Pole/ Hakkel including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Foundation and erection charges with special T&P, for 10Mtrs long Octagonal duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materialsincluding cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing and casting of precast/cast-in-situ M20 grade cement concrete pedestal block of size 0.60m x 0.60m x 0.60m with embedded M.S. gusset plate for fixing of electrical poles, including excavation, formwork, curing and other incidental charges etc., complete as per ss and as directed by the departmental officer in charge of work.

Fabrication, Transportation and supply of 1.5 Mtr length double arm suitable size decorative galvanized bracket with PU paint colour finish etc complete. (The design should be approved from field Engineers) Makes: Bajaj / Valmont/ Laasma /Transrail/Utkarsh/ Skipper/Consoul. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply, transportation and laying of Outer dia 63mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Duraline(Dura Guard) precision or its equivalent including all labour and other charges etc complete as directed by Engineer Incharge. Makes: DURA LINE (Dura Guard)/Precision/CPE Million (AJUSS) Sri Tulasi /Teleren or any ISI approved make having ISI mark. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 35 Sq mm X 3.5 core core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon. with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and transportation of 16 Sq mm X 4 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells/ Finolex / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt /KEC Asian Cables/Orbit/Avocab /Gemscab/Batra Henlay /Paragon with necessary lugs connection including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 35 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. 35 sqm

Supply and making end termination with heavy Aluminum lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc., of 16 Sq mm size, complete. as directed by Engineer incharge. Makes:Dowels/Jainson/Comet. including cost of all material , transportation, other incidental charges etc complete as per IE rules and as directed by the departmental officer in charge of work

Providing of independent earthling by excavating a pit to a depth of 2.10 mt in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with Equal Propotions of salt and Charcoal in layers and all labour charges etc., complete and as directed by Engineer incharge.

Supply, delivery and fixing of 21Kva Three Phase Smart Streetlight CCMS Web Controller –Wireless Street light monitoring and controlling system with 63A MCB for incoming and 9 Nos of 20Amps SP MCB with 2 outputs with 1 no of buffer SP MCB of 3 Nos, includes inbuilt RF gateway. It uses GSM/GPRS/4G technology to receive commands and send data from and to the web software with 4G with 2G fall back, Micro HDMI port to be provided. MIPI CSI Camera port to be provided. Minimum of Two USB 3.0 ports to be provided. In-built GPS to be provided It should support GPS/GLONASS/BD, Switching Components, Automatic MCB Trip Rectification for nuisance MCB trips, Controller should have SPD of 20kV/10kA for the Panel. Metering: ISI Energy Meter with Class 1.0 accuracy and Complaint to IS:13779. Ability to communicate securely via cellular networks (GSM / GPRS /2G /3G /4G). Ability to send data regarding energy usage, ON/OFF status etc. from controller. Ability to remotely upgrade the CCMS device firmware from central server. Design Life should be More than 10 years. Inbuild Battery backed with RTC based timer for Bypass operation for up to 8 Hours with trail run conducted after completion of the switching unit. Enclosure: CRCA Metal Enclosure with IP65 and IK10 with size of 700x500x145mm CRCA 1.2 thickness with Single Door RAL 7035 Powder coating. Test report: Controller should be type- tested with NABL lab and the test report need to be submitted.Communication Charges per panel per annum included for the warranty period of 2 years,including CCMS Software charges, and Supply of Stand for 3 Phase panel, 6.2 feet height, MS powder coated with 5mm Thick and approved by engineer in charge . This rate including cost of all material , transportation, other incidental charges etc complete as per ss and as directed by the departmental officer in charge of work

Supply and fixing of 6-32A 10KA SP MCB, C/D Curve ISI Mark. Makes: (Category-I) Legrand-DX3 / Schneider-A9/Hager-h3/ Siemens-5SX4/ Havells STADx / Lauritz Knudsen (Formerly L&T)-AU/Indo Asian-Opti pro/ HPL (Techno) /Anchor (Uno Plus) including all materials and labour charges as directed by Engineer Incharge.This rate including cost of all material , transportation, other incidental charges etc complete as per IE Rules and as directed by the departmental officer in charge of work

Supply, laying, testing and comissioning of 3 core 2.5 Sqmm PVC insulated and sheathed FRLS copper round cable for voltage up to 1100V as per IS 694/1990 . Makes: (category I) Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million including all labour charges etc and as directed by Engineer incharge

Providing coil earthing using 1.20mtrs long 20mm dia GI pipe of suitable length with 14SWG insulated GI wire for earth continuity filling of char coal, salt including earth pit with covers etc., complete confirming to IS specification and as per directed by the departmental authorities. Quotation

Earth work excavation including all soils for trench/Pole Pit /Earth Pit/ for covering of UG cables/HDPE pipe and refilling of Trench.

Parks & Green Spaces

Development of 1 No(s). Park (0.50 - 1.00 Acres) at KSR Nagar Park, Ward No. WARD 20, Ramachandrapuram Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Flooring with Galaxy Granite 18 mm to 20 mm thick (Premium Quality) high polished / Flame Finished / leather finished granite stone slabs other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work (S.S.701 & special)

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Supply and fabrication works like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, Roof Trusses by using MS solid plate section as per IS 1730 including cost of welding rods, power charges, labour charges for cutting, placing, welding & erecting in position and fixing cost & convenience of all materials including wastage to site and complete for finished item of work.

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Supply and fixing of cement bonded board 8 mm thick and laying as per the pattern approved by the Engineer-in-Charge on purlins, rafters, trusses, including cost and conveyance of all materials like approved cement bonded board, nails, labour charges , overheads and contractors profit etc., complete for finished item of work in all floors. excluding the cost of purlins, rafters, trusses.

Providing and laying of best tiled roofing with pressed clay (Mangalore tiles) size 200 x 127 x 12 mm Thick and laying as per the pattern approved by the Engineer-in-Charge on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including Rabbit wire mesh (Chicken mesh) of not less than 30 gauge and jointed neatly with white cement paste to full depth mixed with pigment of matching shade at required place including cost and conveyance of all materials like cement, sand, water, tiles, Rabbit wire mesh, white cement, wastage etc., to site including cost of all labour charges for mixing of cement mortar, scaffolding, lift charges, laying tiles to required slope as directed by the Engineer- in-charge , curing etc., and overheads & contractors profit complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Plastering 20mm thick in two coats using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Providing Treads with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:5) , 12mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Treads (S.S.701 & special)

Providing Risers to steps walls with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with length equal to flooring stone, set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work. for Risers-0.15 m(APSS No.701 &707)

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants

Development of 2 No(s). Park (1.00 - 2.00 Acres) at Lalitha Nagar Park, Housing Board Park, Ward No. WARD 16, WARD 20, Ramachandrapuram Municipality

Clearing and grubbing the land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH. By Mechanical Means as per SS hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Providing Casing Embankment using available selected earth from approved area in layers of 25 cm with compaction including cost of all materials, machinery, labour, all operations such as materials transporting, spreading in layer of specified thickness, breaking clods, sectioning, compacting each layer without watering by Road roller 10 tonne etc.,complete with Filling borrowed earth obtained from approved area site to lake site including earthwork in excavation, including loading, unloading, spreading in layers with Dozer & motor grader, sectioning, etc., complete the rate includes compensation to borrowed earth along with Shrinkage Allowance, Rolling by mechanical means & Compaction to achieve desired density as per the Standard Operating Procedure (SOP) etc., the rate also includes wages of crew, hire & fuel charges of machinary complete as per Standard Specifications and as directed by the Departmental officer in charge of the work. Payments shall be made as per Pre Levels & Post Levels only. But execluding seigniorage charges. 5 km transportation with loading & unloading and complete for finished item of work. This rate including cost of materials hire charge of machninery fuil charges, wages of driver and as directed by the departmental office incharge of work

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of p precast concrete blocks for paving of M-35 grade and thickness not less than 60 mm for Light traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer’s specifications set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Flooring with Rough Shahabad / Tandur stone slabs of 40 mm thick set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including labour charges for dressing of flooring stones etc., complete for finished item of work,. (APSS No.703 & 701)

Supply and fixing of C.C. Kerb not less than M 15 strength of size 600 X 375 X 100 mm thick with bottom thickness of 100 mm upto height of 300 mm and top width of 50 mm thick chamfering with 45° at starts at 300 mm height to 375 mm height as selected by the Engineer-in-charge from approved source/ factory which is laid on existing CC Bed in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required and including cost and conveyance of all materials & labour charges including transportation from approved source, loading & unloading charges including contractor profit & overhead charges complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply & Fixing Sadarhalli granite stone with 5 line dressing Double Patti of 5' length seating benches with back rest and its width 16'' with 4" thick and 18" height with 4" thick and leg size 4'' width, including cost and conveyance of all materials like granite benche, cement, sand to work site loading ,un loading transport and all operational, incidental labour & lift charges,and overheads & contractors profit complete for finished item

Supply and fixing of Kadapa slab (rough) 50mm thick and size of 0.457x0.457m stone edging including excavating trench in ordinary soil, laying P.C.C (1:4:8) 100 mm thick and fixing the stone in alignment and refilling the excavated soil conveyance of all materials and labour charges including transportation complete for finished item of work

Supply and spreading of aggregates 12 mm HBG graded metal in pathways with initial lead including cost and conveyance of metal to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Boring for Cast-in-Situ piles Augering and boring of holes up to 300mm dia Bore in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete s per SS and as diected by the departmental officer incharge of work for all depths and for finished item of work for piles of following diameters.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works ,Roof Trusses by using MS Flats as per SP:6(1) IS Hand book , including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Reinforced Cement Concrete Nominal Mix M 20 grade corresponding to IS 456 with minimum cement content of 350 kgs per 1 cum of concrete using CONCRETE MIXER with using 12mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, labour charges such as ,Concrete machine mixing, laying concrete, lift charges, curing etc., and overheads & contractors profit complete for finished item of work (APSS No. 402 & 403) for platforms and shelves.

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Brick masonry for panel walls in superstructure with CM (1:8) prop: (Cement : Screened sand) using common burnt clay bricks of class as per Table- I of IS:1077-1992, Non- Modular or traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, screened sand, bricks, water etc., to site, , and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., and overheads & contractors profit complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick in two coats using screened sand with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)

Plastering 20mm thick in two coats using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904)

Ornamental ceiling plastering 12mm thick single coat in CM (1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Flooring with polished Shahabad / Tandur stone slabs of 15mm to 18mm thick set over a base coat of CM (1:8) , 12mm thick using screened sand over already laid CC bed / RCC roof slab including neat cement slurry of honey like consistency spread @ 3.3 Kgs per Sqm and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand, water, flooring stones etc. complete including all labour charges like dressing of flooring stones to the required size, mixing of cement mortar, laying, lift charges , cost of base coat, water charges etc., and overheads & contractors profit complete for finished item of work. (APSS No.703 & 701)

Supply & application of one coat water based cement primer of interior grade I and two coats of acrylic emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for internal walls including cost and conveyance of all materials to site, and all operational, incidental, labour charges etc., and overheads & contractors profit complete for finished item of work in all floors.

Providing and applying PMCC / Deco orient base or Equivalent exterior Texture ( borders and design as per the pattern approved by the Engineer-in-Charge ) of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty/ texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges, scaffolding charges, and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors for external walls

Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI marked flush door shutters of 30 mm thick single shutter with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides including cost and conveyance to site of teak wood frame, flush shutter including supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked MS powder coated fixtures of 3 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200 mm x 10 mm dia at top, 2 Nos. 150 mm long handles (IS:208), 1 No. door stopper and 1 No. rubber bush including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc, including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (900mm x 2100mm)

Providing and fixing of Window with Two Sliding Shutters and with Grill Outer Frame Size 90 mm x 50 mm have a rebate of 15mm x 5 mm to fit grill made of 10mm MS Sq Rods for horizontal bars welded at a regular pitch of 150mm to 12mm x 6 mm MS flat. made of Galvanized Steel (Base Steel as per IS 513, D quality, galvanized as per IS 277 with Zinc of 120 GSM), using factory made section powder coated with Pure polyester powder upto 50-60 microns thick with total coated thickness of 0.58 mm for Outer Frame and 0.58 mm thickness for Sliding Shutter Section, the Outer Frame for Two Tracks with Grill provision size of 90 mm x 50 mm and the Window Shutter section of 0.58 mm x 36 mm and the outer Frame with two integrated guide tracks of 12mm width and 24mm deep for provision to slide the Shutter / sash frame and facilitates with a water drain outlet component made of PVC and the shutter frame fitted with 5mm thick plain float glass of reputed make and fixed with EPDM weathering seal resistant accessories and handle made of Alumimium 1 No. per each shutter and cut to length miter joined with corner brackets including installation of window system at site using anchor fasteners, Silicon sealant applied at the Outer frame corners inclusive of conveyance of all materials accessories, labour charges, and erection at site with complete finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Random Rubble stone masonry in CM (1:8) prop: (Cement: Screened sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water,Rough stone Through stone, Coursed stones etc., from approved quarry, to site, including labour charges for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing, charges for scaffolding etc., and overheads & contractors profit complete for finished item of work. (APSS No. 601 & 615)

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Supply and placing of the design mix concrete corresponding to IS -456 using WEIGH BATCHER/MIXER using 20 mm size graded machine crushed hard granite metal (coarse agggregate) from approved quarry including cost and conveyance of all materials like cement,fine aggregate(sand),coarse aggregate ,water etc to site and including seigniorage charges ,sales and other taxes on all materials including all operational ,incidental and labour charges such as weigh batching ,machine mixing ,laying concrete ,curing etc complete but excluding cost of steel and its fabrication charges for finished item of work (APSS NO 402) with minimum cement content as per IS Code from standard suppliers approved by the deparment including pumping , centering,shuttering,laying concrete ,vibrating,curing etc M20 design mix unit 1.00cum

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Flooring with Galaxy Granite 18 mm to 20 mm thick (Premium Quality) high polished / Flame Finished / leather finished granite stone slabs other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:8) , 20mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work (S.S.701 & special)

Supply and fabrication of MS framed structure like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, MS Frame for chain link mesh works, Roof Trusses by using square / rectangular MS hollow section as per IS 4923 & Angles as per SP:6(1) IS Hand book, including cost of welding rods, power charges, labour charges for cutting, placing, welding and erecting in position and fixing, cost & convenience of all materials including wastage to site and complete for finished item of work

Supply and fabrication works like Window Grills, Compound Wall Grills, Iron Doors, Windows, Gates, Roof Trusses by using MS solid plate section as per IS 1730 including cost of welding rods, power charges, labour charges for cutting, placing, welding & erecting in position and fixing cost & convenience of all materials including wastage to site and complete for finished item of work.

Painting to new iron work with one coat of Zinc Chromate Yellow oxide and two coats with synthetic enamel paint Grade-I VOC (Volatile Organic Compound) content less than 50 grams/litre over primer coat of red oxid, including cost and conveyance of all materials like Red oxide primer, Synthetic Enamel Paint to site, incidental, operational and all labour charges and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work in all floors. (SS No. 1201, 1212 & 1207).

Supply and fixing of cement bonded board 8 mm thick and laying as per the pattern approved by the Engineer-in-Charge on purlins, rafters, trusses, including cost and conveyance of all materials like approved cement bonded board, nails, labour charges , overheads and contractors profit etc., complete for finished item of work in all floors. excluding the cost of purlins, rafters, trusses.

Providing and laying of best tiled roofing with pressed clay (Mangalore tiles) size 200 x 127 x 12 mm Thick and laying as per the pattern approved by the Engineer-in-Charge on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including Rabbit wire mesh (Chicken mesh) of not less than 30 gauge and jointed neatly with white cement paste to full depth mixed with pigment of matching shade at required place including cost and conveyance of all materials like cement, sand, water, tiles, Rabbit wire mesh, white cement, wastage etc., to site including cost of all labour charges for mixing of cement mortar, scaffolding, lift charges, laying tiles to required slope as directed by the Engineer- in-charge , curing etc., and overheads & contractors profit complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Providing 0.50 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Filling with dust in pathways with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Supply of precast concrete blocks for paving of M-30 grade and thickness not less than 50 mm for Non- traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over the 50 mm thick sand bed with hand roller compaction with joint neatly in homogeneous or heterogeneous pattern as the colour and pattern shall be as per the drawings furnished by the architect, including cost and conveyance of all materials like cement, sand, water, tiles, etc., to site including all operational, incidental, labour charges, laying tiles to required slope as directed by the Engineer- in-charge etc., and overheads & contractors profit complete for finished item of work

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Supply, Delivery, Installation and Commissioning of SKY WALKER (L x W x H): 1700 X 830 X 1650 mm (± 10% tolerance allowable) Safe Area 2.7 Mtr. X 1.6 Mtr. User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of THAI CHI SPINNER 4 WHEEL SIZE (L x W x H): 1200 X 600 X 1450 mm (± 10% tolerance allowable) Safe Area: - 3.8 Mtr X 3.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of DOUBLE AIR WALKER SIZE (L x W x H): 2115 mm X 390 mm X 1420 mm (± 10% tolerance allowable) Safe Play Area: - 2.0 Mtr X 1.8 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SEATED PULLER DOUBLE SIZE (L x W x H): 1650 x 640 x 1870 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of CHEST PRESS DOUBLE SIZE (L x W x H): 1800 X 640 X 2170 mm (± 10% tolerance allowable) Safe Area: - 1.2 Mtr X 3.0 Mtr User for 2 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of HORSE RIDER SIZE (L x W x H): 1000 X 695 X 1000 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of STANDING TRIPPLE TWISTER SIZE (L x W x H): 1570 X 1570 X 1350 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of SINGLE SIT UP BOARD SIZE (L x W x H): 1800 x 450 x 900 mm (± 10% tolerance allowable) User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of 4 IN 1 COMBINATION (SURF BOARD+LEG PRESS+PECK DECK +SEATING TWISTER) SIZE (L x W x H): 2410 X 1720 X 2350 mm (± 10% tolerance allowable) Safe Area: - 4.5 Mtr. X 4.5 Mtr User for 1 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply, Delivery, Installation and Commissioning of POMMELO HORSE SIZE (L x W x H): 2100 X 700 X 600 mm (± 10% tolerance allowable) User for 3 Persons and including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick single coat in CM(1:5) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)

Supply & application of one coat water based cement primer of exterior grade I and two coats of acrylic exterior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/litre for exterior walls including cost and conveyance of all materials to site,and all operational, incidental, labour charges etc., and complete for finished item of work in all floors and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Reinforced Cement Concrete M 20 Nominal mix using Concrete MIXER, 20mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete , including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centring, shuttering, machine mixing, lift charges, laying concrete, vibrating, curing, overheads & contractors profit etc., complete for finished item of work (APSS No. 402 & 403)

Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) (Fe 415 / Fe 500D grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying icomplete for finished item of work. and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.( APSS No.126)

Filling with carted coarse sand in play area, pathway, foundations bed and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental ,labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Multi Seater See Saw (PGSS 10 ) Technica Specification 1.Handle grip: Hand Grip conforming to EN 1176-1:2008 for requirement of hand grip. It is made from 20NB Galvanized pipe with end caps 2.See-saw lever: See Saw Lever made from 80NB Galvanized Pipe of 2950mm long conforming standards IS 1239 with strong load carrying capacity 3.Seat : It is made from rotational molded material. It is 295x190x70mm Rotational molded seat with grip. 4.For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect lend of uniform thickness & durability. 5.See-saw stand : See Saw stand with special Nylon-6 bush enclosed in a seamless pipe hinged to 50NB Support pipe. The stand is fixed with ISA for strong foundation grip. 6.See Saw impact attenuator: It is made from 20NB Galvanized pipe 7.Bearing: The bearing used in this item is heavy duty nylon bush type 8.Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. 9.Pipe Materials or Class Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 10.Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. 11.Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. 12.Certificate: ISO9001:2015 13.Colour: Multicolour for optional or customized & according to RAL shade. 14.Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch

ROTO Wave Slide 5 Feet ( ROSD 05 ) Technical Specification: •Platform support pipe: It is 80NB hot dip galvanized centre support pipe of length 1980mm conforming to IS 1239 with GI thickness of 60μ •Muddle support: It is made from 25NB anti corrosive Galvanized Pipe of length 3800mm with 20NB pipe of 552mm long to provide strong support •Ladder Frame: The slide ladder is made up of 25 NB GI pipe & the ladder hand-railing is made up of 20 NB pipes respectively. •Landing support: It is made from 25NB anti corrosive Galvanized Pipe of length 1500mm with GI coated Base Plates together with standard ISA Foundation Angles to provide strong support •Ladder Step: It is Cold formed 16 Gauge GI Plated Sheet Length 500mm & width 90mm EN1176- 1:1998 conforming to EN1176- 1:1998 The trade and riser of the ladder are designed in such a way it won’t entrap child’s foot while playing. All the sharp edges and corners are properly grinded to give smooth finish so that children are not hurt while playing on it. •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. •Pipe Materials or Class: Medium Duty ('B' Class) & Light Duty ('A' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Platform: It is 16 SWG GI Plated Platform of size - 500x450x60mm •Roto wave Slide: It is made from rotational moulded material. •For Roto product: The ROTO products are manufactured using material LLDPE (Linear Low-Density Polyethylene) with UV stabilization of Food Grade Non-Hazardous Plastic compiled to ROHS. Thickness of the ROTO products varies from 5 mm to 8 mm as per the product. The overall product obtain is a seamless to ensure perfect blend of uniform thickness & durability. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instrument. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

"Technical Specification: •Arc swimg frame : 6000mm long 80NB Pipe bent in Single Piece & welded together with a flange 5mm thick & ISA of 20X20x3mm to form a strong frame. The 80NB pipe is hot dip galvanized pipe with GI thickness of 60µ. Height of the frame is 2700mm. •Top pipe : 65NB Top Pipe with two Arc Swing Flanges welded at both its ends. Pipe can withstanding torsional stress created due to swinging motion. These 50NB top pipe is hot dip galvanized pipe of length 2950mm with GI thickness of 60µ. •Seat assembly : 1) Swing clamp assembly : Swing clamps made up of two parts are joined together with M6 Allen bolts along with S-Hook & a specially designed swing pin.The S-Hook is specially designed to house a bearing for smooth & noiseless swinging. The clamps are made from injection molded Nylon-6 plastic. 2) Chain : Rubber dip molded swing chain of dia. 6mm & 1450mm Long. 3) Hook : S-Hook of dia 8mm & 145x130 Triangular hook. 4) Seat : Rubber Seat made by Natural Rubber with sufficient reinforcement. •Powder coating: It shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D- 3359) with the help of cross hatch cutter instruments. hatch cutter instruments. •Bearing: Bearing is self-lubricated made of SKF/ NTN/ NACHI make shall be provided for smooth & trouble-free movement. •Pins and Circlips: 12mm diameter pins shall be made from EN8 material & Circlip A10. Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps.All open ends of pipe been closed by GI / PVC caps for user safety against entrapment. Certificate: ISO9001:2015,EN1176 (European Standard) Color: Multicolor for optional or customized"

FOUR SEATER MGR ( PGMR05 ) Descriptions •Product Area : 2.1m Dia (7 ft Dia.),•Safe Play Area : 3.1m Dia (10.2 ft Dia.),•Ideal For : 3-12 Years,•Friends at a time : 5 Technical Specification: •MGR frame : MGR Frame made from 40NB pipes welded together with bottom end over a circular plate meant for assembling bearing assembly. The top end of the pipe is welded with a ISF & a plate for mounting the animal (duck) over it. The four 40NB pipe are hold together with four 25NB pipe to form a strong structure. The GI plated bowl is used to cover the top of the bearing assembly. •Seat frame :20NB GI pipe bend and joint to form a frame structure with flat plate to mount seat. The frame is bolted to the MGR frame outer end. The frame is provided with spacers for foot rest. Hand Grip conforming to EN1176-1:1998. •Bearing assembly :Bearing assembly with two bearings 1.Ball Bearing used for smooth rolling action. 2.Taper Roller Bearing take vertical thrust due to rolling moment & applied weight. The whole structure is mounted on heavy-duty bearing shaft permanently lubricated with water sealant. •Center suppor : 80NB hot dip galvanized center support pipe of length 500mm conforming to IS 1239 with GI thickness of 60μ .This pipe is welded with a 150x150mm base plate at bottom for fixing the foundation angles ISA & Circular plate on top with OD 200mm for assembling the bearing. •Seat :MGR seat is made up of Fiber reinforced plastic(FRP). The attractive seat is made up of 3-5 mm thick fibe reinforced plastic. Seat designed to accommodate one child per seat with backrest; The seat is bolted to the assembly with special structure. The FRP material is tested for abrasion resistance & UTS(ultimate tensile test). •FRP Product :All the Fibre Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. We use international quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required colour to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material is tested for abrasion resistance & UTS (ultimate tensile test). •Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness upto 60micron. •Pipe Materials or Class: Light Duty ('A' Class) & Medium Duty ('B' Class) Series of pipes only. Wall thickness of pipe varies according to class / series of pipe used. •Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. •Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

HEXA CLIMBER (FGPGSL91) Technical Specification: 1 Post Dia: Vertical posts are made up of 100NB Galvanized Pipes with base plate of 5mm thick and end cap provided on top. 2 Horizontal Bar: Horizontal Bar is made up of 40NB GI pipes with 5m thick plates attached on both the ends. 3 Chain Climber: GI plated chains of 8mm Dia are joined to other to form Chain Climber. 20NB GI pipes are pressed and welded to chains to form steps for the climber. Chains are fixed on the U hooks which are further welded to 40NB GI pipes at both ends. 4 Gymnastic Ring: 25NB GI pipe is bent to form a ring. This Rings are fixed to 40NB GI pipe with the help of chain links and U hooks. 5 Horizontal Ladder: Horizontal ladder is made up of 40NB GI pipes. 6 Parallel Climber: Parallel Climber is made up of 40NB GI pipes. . 7 Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 8 Powder coating: it shall be done with pure polyester raw material. Dry film Thickness maintained within the range of 50-70 microns.it is tested for adhesion test (According to ASTM- D-3359) with the help of cross hatch cutter instruments. 9 Nut and Bolts: Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI / PVC caps for user safety against entrapment.

S Bridge Ladder ( PGSL 05 ) Technical Specification: 1. S-Bridge top frame: Two ISF 50x10, 500mm long conforming to IS 1730-1961 welded in between two 25NB hot dip galvanized bend pipe 2300mm & 3810mm long respectively conforming to IS 1239. The ISF 50x5, 130mm long 4nos. with holes is welded to bend pipes for fixing the support pipes. The 20NB GI pipes 400mm long 17nos. equally spaced are welded between two bend pipes. 2. Support Pipe: 40NB hot dip galvanized pipe 2550mm long conforming to IS 1239 with 150x150x5mm GI base plate & 130mm long ISF 50x10 conforming to IS 1730- 1961 welded at the bottom & top ends of pipe respectively. 3. Ladder Frame: ISF 50x10, 500mm long conforming to IS 1730-1961 & ISA 25x25x5 conforming to IS 808-1964 welded in between two 40NB hot dip galvanized pipe 2550mm long conforming to IS1239. The four 25NB GI pipes 400mm long equally spaced at 300mm forming ladder steps are welded between two pipes. 4. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 5. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 6. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Technical Specification 1. Pad: Rock climber 7Ft. pad made from Fiber Reinforced Plastic (FRP) attached to the angular frame. The pad is provided with rock shaped part ergonomically spaced in zig-zag manner for climbing act.The rocks are bolted on same platform, with a gradient of 65 degree from the ground. 2. Supports: Bend angular frame made from 40NB Galvanized pipe conforming to IS 1239:1979 with base plates fixed on each end and grounded for strong foundation.It has Ø12U-hook on one side for attaching rope.It has profile plate for top support. and has plate 130x50x5 for bottom support. 3. Top pipe: It is made from 40NB top pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 4. Rope: Rope size conforming to standards EN11761:1998 for minimum grip requirement. It is size of Ø18 of nylon.Mesh size conforming to standards EN1176-1:1998& ASTM - F1487:07a for safety against entrapment of head & neck. 5. Clamp: Its is made from nylon. nylon rope attached by specially designed nylon rope clamps used which has rope integrated inside which hold it tightly and avoids breaking. 6. Bottom pipe: It is made from 40NB bottom pipe of 1190mm long with Dia. 12 U-Hooks fixed on one side. 7. Rock: It is made from Fiber Reinforced Plastic (FRP). 8. Pipes:- All metal pipes should be used of Heavy Duty ('C' Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 9. FRP (FIBER REINFORCED PLASTIC): All the Fiber Reinforced Plastics (FRP) materials are processed by the hand laid process which is considered to be the best of its type. International quality of Gel coats which is duly mixed with U.V stabilized pigment to give the required color to the product. Thickness of the FRP material varies from 3 mm to 5 mm as per the product. The FRP material should be tested for abrasion resistance & UTS (ultimate tensile test). 10. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 11. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. 12. All open ends of pipe been closed by GI caps for user safety against entrapment. 13. Certificate: ISO9001:2015 14. Color: Multicolor for optional or customized & As per RAL shade. 15. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) 20 NET ROCK SCRAMBLER 7 & 5 feet ( PGSL 31 & 30) Techinical Specification 1. Swing leg pipe : 40NB hot dip galvanized swing leg pipe of length 2300mm conforming to IS 1239 with GI thickness up to 60µ. 2. Top pipe : Four Seater swing top fixed to 50NB Galvanized pipe having C Class material of length 1490mm at the center and two junction box frame at the ends to attach leg pipes. 3. Junction box : 225mmx103mm junction box made from 5mm thick GI plate to house the two swing leg pipes & top pipe. 4. Seat frame: side frame consists of rectangular tube having 50X25X4 mm thick. 20NB bend pipe used for seat frame support. 40NB bend is used for Entry Support structure. 5. Bearing Assembly: Shaft for UCP 207 Bearing is self-lubricated made of SKF make shall be provided for smooth & trouble-free movement. 6. Pipes:- All metal pipes should be used of Heavy Duty (‘C’ Class) of TATA/Jindal make only with Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness not less than 60micron. 7. Powder coating:- It shall be done with pure polyester raw material. Dry film thickness maintained within the range of 50-70 microns. It is tested for adhesion test (According to ASTM-D-3359) with the help of cross hatch cutter instruments. 8. Nut and Bolts:- Galvanized/ S.S./Allen Bolt/Button Head Allen Bolt & Nuts / Nylon Lock Nuts are used with PVC Bolt Caps. All open ends of pipe been closed by GI caps for user safety against entrapment. 9. Certificate: ISO9001:2015 11. Colour: Multicolour for optional or customized & As per RAL shade. 12. Packaging: Safety 3 layer packaging like 1st EPE Foam 2nd HDPE Film and 3rd is Stretch wrap.

Supply, Delivery, Installation and Commissioning of 15ft X 21ft size of Two Unit Multi Activity Play Station (MAPS87) of Royal Play make comprises of 2 platforms at different heights & different recreational activities, all the platforms are connected together with specially designed bridges including transportation, installation, commissioning, loading and un loading etc., for complete finished item of the work.

Supply and delivery of Solar street light 5m height pole 3030 smd, wattage 40 w, Lumen output (Lm/w)-4000, System Voltage (v)-12 charge controller -MPPT, PV Panel Mono (WP)-160, Battery Lipo4 (Ah)-100, Back up time -24 hours and including cost and conveyance of all material & labour charges including transportation complete for finished item of work.

Earth work excavation for foundations (Manual Means) of buildings, septic tank, sump, compound wall in ordinary soils and depositing on bank with an initial lead of 10m and depth up to 3m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractors profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B(APSS 308) and other incidental charges etc., complete as per ss and as directed by the departmental officer incharge of work complete for finished item of work.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using 162.0 kgs of cement, coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402)

Masonry work in CM(1:8) prop (Cement : Screened sand) in superstructure with fly ash cement / lime solid blocks of size 290mm x 225mm x 140mm from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site,and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contractor profit etc., complete for finished item of work. (APSS No. 501 & 504).

Filling with useful available excavated earth (excluding rock) with a lead of 50 m in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work (APSS NO.309&310)

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Plastering 20mm thick in two coats using screened sand with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, ,, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904)

Providing 0.30 wide Coping with 18 to 20 mm thick High Polished granite up to 8'-00 (2.43 M) other than black and regular colours with borders and design as per the pattern approved by the Engineer-in-Charge , set over base coat of cement mortar (1:5) , 12mm thick using screened sand over the stone ,Brick masonry or CC bed already laid , including neat grey cement slurry of honey like consistency spread 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Coping (S.S.701 & special)

Providing cladding to wall with High Polished Granite 18 to 20 mm thick up to 8'-00 (2.43 M) other than black and regular colours, length equal to flooring slabs set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work.

Providing Treads with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with borders and design as per the pattern approved by the Engineer-in-Charge of length not less than 2.43 mts set over base coat of cement mortar (1:5) , 12mm thick using screened sand over CC bed already laid or RCC roof slab including neat grey cement slurry of honey like consistency spread @ 3.3 Kg per sqm and jointed neatly with white cement paste mixed with pigment of matching shade to full depth including cost and conveyance of all materials like cement , sand , water , granite slabs etc., to work site and all operational, incidental labour & lift charges, half rounding the edges of treads , polishing charges and cost of base coat and overheads & contractors profit complete for finished item of work for Treads (S.S.701 & special)

Providing Risers to steps walls with 18 to 20 mm thick high polished / Flame Finished / leather finished granite stone slabs other than black and regular colour granite with length equal to flooring stone, set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointing with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., and overheads & contractors profit complete for finished item of work. for Risers-0.15 m(APSS No.701 &707)

Geological Survey Charges for finding drilling borewell point and it including cost of all materials to site, overheads and contractor's profit complete for finished item of work.

Drilling of Bore well by down the hole hammer drilling to a finished dia of 165 mm dia. above 250.00 m to 350.00 m depth in all formations suitable for down the hole hammer drilling such as medium hard rock formation to hard rock formation, all consolidated formation etc. and drilling in over burden to dia not less than 200 mm etc and reaming the bore well to suit insertion of suitable casing pipe etc., including insertion of casing pipe with couplings, caps any other relevant materials upto required depth as directed by the department including transportation of drilling rigs and supporting vehicle and including bore development (Flushing of Bore Well at an average pressure of 150 PSI) conducting yield test, consumables charges, Crew charges required in fixation of pipe assembly completely done to the satisfaction of the department and including all labour charges but excluding all taxes, the cost of casing pipe, couplings, cap etc., The entire work should be carried out as per IS -2800 Part I & II 1979 and amended from time to time.

Slotting charges for PVCs Pipes work as directed by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply and transportation of Manufacture, Supply and Delivery of Unplasticised PVCs 160 mm Dia 10 Kgs/cm2, Pipes for potable water supplies conforming to IS : 4985/2000 (3rd revision) with bell ends (Socket) as per specification in light Grey/Natural Ivory Grey/ Any other Color (except White) inclusive of transportation to the sub divisional stores anywhere in AP excluding all taxes. make as approved by the Engineer-In-Charge including cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Manufacture, Supply, & Delivery of OD 63 mm HDPE Pipes 4.0 kg/sqcm (PE - 80 Grade conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight Length cost and conveyance of all materials to site, overheads & contractors profit complete for finished item of work.

Supply of 3 Core 4 Sq mm ISI marked Flat Copper cable of ISI for Submersible Motors confirming to IS: 694:1990. including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Finolex / RR Kabel/ Polycab / Havells / KEI/ Gloster/ Goldmedal / GM/ Finecab/ Million

Supply and Transportation of 3.00HP 5-10 Stage 5star rated submersible motor pumpset, confirming to IS 8034 and motor confirming to IS 9283 with waterproof winding, Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415V ± 10%, Three Phase 50 Hz AC supply etc complete for 6" Bore well it including cost and conveyance of all materials ,overheads & contractors profit etc., complete for finished item of work. Makes: Kirloskar / Crompton / Texmo / CRI / KSB/Lubi/ PSG/AryenVarsha/Falcon

Fabrication , transportation and supply of suitable size panel board for single phase submersible motor 2 to 3HP consisting of relay, Contactor, starting and running capacitors, Voltmeter, Ammeter, indicator lamps, MCB , on/off switch including supply and fixing of DOL starter of complete.,. Makes: As per list of recommended brands. Supply and fixing of ISI Mark suitable capacitor Makes: Voltmeter ;. Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Ammeter Makes: L&T / C&S / SALZAR / HPL/ AEI / Meco / Rishab Single phase preventor Makes: L&T / Minilec / Powertec. 32 A TP, 10KA MCB. Makes: Legrand / Schneider capacitor Makes: L&T / Siemens / Schneider / Epcos/Havells.

Bed preparation for Korean/Mexican: Dressing the surface to the desired shape, laying of 150 mm. (6”) thick fine red garden soil, covered with a thin layer of 10 mm thick sand, watering, rolling (compacting to 4" thickness by hand roller), including the cost of red garden soil, sand and labour charges etc., for complete bed preparation and laying and ramming of lawn mats / rolls in proper position on existing prepared bed by internal transportation from dumped place, including cost of labour for laying, ramming by hand roller / demesha, internal transportation and watering etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. excluding cost of grass, fertilizers and chemicals etc., for 1 Sqm (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Preparation of mounds of various size and shape by available excavated / supplied earth, and breaking clods, watering , dressing etc., as direction of Officer-in-charge. and including labour charges, T&P etc., excluding cost of red soil and overheads & contractors profit complete for finished item of work

Filling with carted gravel in pathways, trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for finished item of work(APSS NO.309&310)

Hedge / shrub planting: Digging the trench of size 0.3 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Bed preparation for Ground cover / Flower beds: Digging the trench of size 150 mm. depth, and Formation of 150 mm. (6") thick of soil mixture at 3:1:1 ratio red garden soil, farmyard manure and river sand, application of fertilizers (@ 20 gms/pit/sqmt) by making smooth surface as per design including cost of soil mixture, filling of the soil mixture and internal transportation etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt))-unit 1 Sqmt of work. (* 20 No./Sqm of plants & bag size shall be arrived based on the spacing 0.223 c/c as per the design.) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Digging of 0.6x0.6x0.6 mtrs. pit, filling with soil mixture of red garden soil, farmyard manure at 4:1 ratio including internal transport, application of fertilizers and chemicals (@ 20 gms/pit/sqmt), internal transportation of plants, planting the plants etc., and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work. (excluding cost of plant material, fertilizers and chemicals (@ 20 gms / pit/ sqmt)) (Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Supply of topiary/trees/Palms/shrubs/lawn/ ground covers and specified plants as per directions of officer in charge at site including cost of plants plants of bag size 7" x 8" of plant height not less than 1.0 feet, 8" x 10" of plant height not less than 3.0 feet, 13" x 13" of Tree/Palm height not less than 5 feet, 13" x 13" of plant (Hedges & Shrub) height not less than 2 feet, 15" x 16" of plant (Tree/Palm/Topiary) height not less than 5 feet, 18" x 18" plant (Tree/Palm/Topiary) height not less than 6 feet, bottom dia of the stem is 0.75'' and above, 21" x 21" and above plant (Tree/Palm/Topiary) height not less than 7 feet, bottom dia of the stem is 1'' and above. Heights mentioned above are excluding bag height. All the plants supplied shall be with sturdy stem, well formed crown, vigorously growing tip, healthy foliage without any infestation and the plants shall be supplied after proper hardening off. the rates inclusive of cost of plants and complete for finished item of work.

Loading and unloading of plants bag size (7"X8") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Loading and unloading of plants bag size (21"X21") at site of work and stacking for lead less upto 50 m and including labour charges, T&P etc.,and overheads & contractors profit complete for finished item of work (excluding cost of plant bag)

Provision for transportation of bag plants