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Tender Value
₹36.9 Cr
EMD Value
₹36.9 L
Closing Date
22 Jul 2026, 3:00 pmClosed
Superintending Engineer
Irrigation CIrcle, Bhadrachalam
Godavari Pushkaralu 2027 Construction and Renovation of Pushkar Ghat at Bhadrachalam Village and Mandal, Bhadradri Kothagudem District.
709741
09/2026-27, Dt: 06.07.2026
OPEN
Civil Works
BHADRADRI KOTHAGUDEM, TELANGANA
19 documents required · 19 mandatory
₹11,800
₹36.9 L
8 Jul 2026
8 Jul 2026
8 Jul 2026
Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete
Cutting trees above 0.3 m and upto 0.6 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.
Cutting trees above 0.6 m and upto 1.2 m girth excluding removal of stumps and including stacking the materials neatly as directed with initial lead upto 50 m and all lifts.
Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead for RCC work including cost and conveyance of all materials and labour charges etc,complete for finished item of work as directed by engineer-incharge.
Demolishing and disposal of Unreinforced cement concrete upto 15 cm thicknes including cost and conveyance of all materials and labour charges etc,complete for finished item of work as directed by engineer-incharge.
Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead for Brick work including cost and conveyance of all materials and labour charges etc,complete for finished item of work as directed by engineer-incharge.
Dismantling doors, windows and clear storey windows, ventilators etc.; (wood or steel) shutters including chowkhats, architraves, hold fasts and other attachments etc.,complete and stacking them within 100 metre lead Not exceeding 3 sq.m. in area including cost and conveyance of all materials and labour charges etc,complete for finished item of work as directed by engineer-incharge.
Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead for Kadapa slabs or shahabad stone slabs on sand bed including cost and conveyance of all materials and labour charges etc,complete for finished item of work as directed by engineer-incharge.
Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead for Stone masonry in cement mortar including cost and conveyance of all materials and labour charges etc,complete for finished item of work as directed by engineer-incharge.
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead as per direction of Engineer-incharge. Including contract profit for finish item of the work.
Conveyance for Carting away of debries to an average distance of 10 KM using mechanical means for disposal as per the instruction of the Engineer-in-charge including cost and conveyance of all materials, all operational, incidental labour charges and overheads & contractors profit complete for finished item of work.
(Excavation for Structures- Mechanical Means) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Depth upto 3 m
Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge.
Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Providing & constructing Sand filling below foudation including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 280 kg / cum with use of super plasticiser, CA : 0.80 cum, Blending Ratio of CA -- 65:35, FA : 0.44 cum (50% of ordinary sand and 50% of manufactured sand)
Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts.
Flooring with Chequered Cement Concrete heavy duty tiles conforming to IS: 13801 using aggregates, cement, pigments of size 300 x 300 mm and thickness 20 mm of any shades set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade, cost of all materials like cement, sand water and tiles etc., overheads and contractors profit, complete for finished item of work.
Flooring with High strength Cement Concrete terrazzo/pre-polished/ chequered Step tiles with edge rounded and grooved conforming to IS: 13801 using aggregates, cement, pigments of any premium colour, design and of 25 mm thickness set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade, cost of all materials like cement, sand, water and tiles etc., overheads and contractors profit, complete for finished item of work. - Ground Floor
Supplying and fixing railing using 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings, vertical posts placed at 1.20m center to center and each post of height 0.915m above ground level and 0.38 m below ground level and 2no.s harizontal pipes as per approved drawing including the cost of pipe & its fittings &labour charges complete.
Painting to New External Walls with two coats of Polymer Plastic Emulsion paint of Asian / Berger / Nerolac / Saicoat / Endocem or equalent quality of approved brand and shade as approved by the Engineer - in - Charge over base coat of cement primer water base grade -II exterior making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 911)
Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) 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. (Payment Based on Levels)
Supply and erecting fencing of section having size 2450 mm in height from ground level and 1200mm width by using angle iron size 50x50x6mm erected in CC foundation 15x15x40cms deep. The section of the frame shall be fitted with flat iron supports of size 25x6mm on top, bottom and middle and chain link jali of 8 SWG G.I to the angle iron at every distance of 30 cms by iron studs complete duly painted with one coat of red oxide and two coats of aluminium paint.
Supplying and fixing railing using 50 mm Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings, vertical posts placed at 1.5m center to center and each post of height 1.50 m above ground level and 0.38 m below ground level as per approved drawing including the cost of pipe & its fittings &labour charges complete.
Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for levelling course
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH for wearing coat of CC pavement.
Supply of expansion joint filler board conforming to IS:1838 for buildings, columns, beams and slabs 20 mm THICK
Laying of Sand Bags in the stipulated places including cost of empty cement bag, sand, thread, stitching charges and labour charges etc., with 13.615% overhead charges andcontractors profit.
Manufacture, Supply and Delivery of 1200mmm dia R.C.C. Spun / Vibrated Cast (Reinforced) Socket & Spigot pipes conforming to B.I.S 458/2003, Ex-factory, Excluding transportation & taxes.
Laying and jointing 1200 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint)
Flooring with 75mm thk Stamped Concrete includes Concrete casting and Leveling, Finishing Surface with Hardener, Stamping, Sealer. (Including Labour & Concrete with M25 grade Screwed Concrete) including Overheads & Contractor Profit etc.
Supplying and fixing stainless steel works such as raling, hand rale, grills etc., using Stainless Steel Tubes, sections, plates, sheets & pipes of all sizes & Diameters for - 304 Grade as per the approved drawing including cost and conveyance of all materials to site, Labour charges for Fabrication of stainless steel works using stainless steel welding rods including buffing, polishing, lacquer finishing, to present seamless finish, overheads & contractors profit etc ., complete for finished item of work.
Providing and Constructing 30 cm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete ( rubble stones : 0.33 cum/sqm)
Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, seigniorage conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement.
Supply, Laying and Fixing of precast concrete blocks for paving of M-50 grade and thickness not less than 100mm for Heavy traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification set over a base coat of 50mm thk sand bed including cost and conveyance of all materials like sand, water tiles etc.,to site, labour charges for loading & unloading, laying to desired lines and levels complete and Overheads & Contractor Profit etc. for finished item of work.
Supply and erecting ISI make submersible pumpset suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 10 HP pump erected with necessary H type clamps of suitable size and strength including cost of all materials, Transportation and labour charges . Makes: Varuna / Flowell / Waterman / Techno / Mahavir / unitek / Fitwell / Ellen / Karvel / LPS / Duke / Varsha / Ajantha / Narayani / Sai Varsha / Sterling / Duke / Samudra / Ajantha
Supply of 25 Sqmm 3.5 Core XLPE insulated,1100V grade armoured alluminium cable with ISI mark as per specification confirming to IS:7098 (Part - I) Makes : Torrent / Unicab / Universal /Polycab / Havells / KEI / RR kable
Supply of 100A 415V Porcelain Rewirable Fuse Units. Makes : / GM / Sputnik / Kundancab / Million / Gold Medal / Vimal / Star / Benlo.
Supply of 6 Sqmm 3 Core PVC / XLPE Insulated Sheathed Multi Core Bright Annealed Bare Copper Conductor Heavy Duty Industrial Cables for Voltage Grade upto 1100 Volts as per IS: 694:2010 including all transportation charges etc complete. Makes : Finolex / RR kabel / Havells / Polycab / RPG / KEI / Gloster / V-Guard / Finecab / SPM / Gemini / Unistar / Windsor / Payal / Fortune Arrt / Avocab / Pawancab / Nakoda / HPL / Sudhakar / Bonton / Rajnigandha
Supply & Fixing of Star Delta Starter 415V, Three phase, 50Hz. With Sheet Steel enclouser comprising of contactor with bi-metalic relay with neceSheet Steelary push buttons, etc., complete suitable from12.5HP to 15HPMakes: Siemens / Crompton / LK / BCH.
Supply, installation, testing and commissioning of 100mm C.I. non - return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc as required Makes: Audco / Kirloskar / BDK / HShankar / Leader/ Zolotto / Intervalve / Honeywell./ Kartar
Manufacture, Supply,& delivery of OD 110mm 10Kg/Sqcm High Density Polyethylene pipes (PE-100 Grade) for water supply conforming to IS 4984-2016 including transportation to any where in T.G, but excluding GST and specials etc.,complete(Supply upto 90 mm dia in coil & above 90 mm dia straight length in 6 Metres.) (Public Health Items (Part –IV) SoR 2025-26)
Manufacture, Supply,& delivery of OD 63mm 10Kg/Sqcm High Density Polyethylene pipes (PE-100 Grade) for water supply conforming to IS 4984-2016 including transportation to any where in T.G, but excluding GST and specials etc.,complete(Supply upto 90 mm dia in coil & above 90 mm dia straight length in 6 Metres.) (Public Health Items (Part –IV) SoR 2025-26)
Supply, Transportation and fixing of 65mm Dia 90 ° bend with length of 20cm (Center to face) galvanised GI bends heavy duty with threaded at both ends for installing the pump set including cost and conveyance of all materials, taxes etc., complete.
Manufacture, Supply, & Delivery of HDPE fittings of OD 63mm MS End Caps conforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes.
Manufacture, Supply, & Delivery of HDPE fittings of OD 110mm MS End Capsconforming to IS 4984 - 1995 including transportation to anywhere in T.G. Excluding taxes.
Supplying & fixing OD 65mm GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.
Supplying & fixing OD 15mm GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.
Supply, Manufacture Making to Specified design and labour charges for fabricating structural steel works including cost of welding rods, powercharges,etc complete.
Supply and fixing of J- Bolts 30 cm long
Operator charges for pump operations during the Pushkaralu
Removing of 10 HP pump sets, battery taps and all corresponding accessories and including loading, unloading,transport to godown and all complete item of work after Pushakaralu.
Supply and fixing of 63mm PPR Ball Valve conforming to DIN Standards 8077/8092
Supply of 40 A TP MCB10 kA, C/D Curve ISI Mark. Makes : Legrand-DX3 / Schneider-Acti9 / Siemens / LK Exora / BCH / Havells Stadx
Manufacturing and supply of Ladies Dress changing compartments on Pushkar Ghasts of size 2.0 X 1.2 M and 3.00 M Hight with 80 MM square pips and GI Sheets on sides and Top with GI sheet Door of size 2.5m x 3m and fixing into floor with 0.3X0.3X0.45 M15 concrete pedastals and all other necessary fittings, weldings and installing as per directions of the engineer in charge
Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. and overheads and contractor profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Manual Means. Upto 3 M depth
Filling with useful available excavated earth (excluding rock) by manual means in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cms thick consolidating each deposit layer with watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P and cost of overheads & contractors profit etc., complete for finished item of work for (APSS NO.309&310)
Filling with carted gravel by mechanical means 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 peraitonal,incidental, labour charges,hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work(APSS NO.309&310).
Providing post construction anti termite treatment by drilling 1/2 inch dia., holes at the edges of wall floor junction and pouring anti termite chemical (Imidacloprid 30.5 SC, 10.5 ml for 5 Liters of water as per IS 16131.) with a hand operated pressure pump until refusal or to a maximum of one liter per hole. Holes shall be sealed with cement motor after treatment and providing spraying and injecting termiticides for treating and applying to doors, windows, frames, removing, crusting treating in Treatment along outside of foundations (i.e.,Soil in contact with external walls around the building and Concrete or Masonry apron around the building), Treatment of soil under floors - Inside Building, Treatment to voids in masonry, Treatment at points of contact of woodwork, Treatment of Wood Work, Treatment of Electrical Fixtures, as directed in IS 6313 Part 3 2013 with preventive chemicals duly taking precautions for health hazards and safety measures for the occupants including all costs, conveyances of all materials and labour charges,overheads and contractors profit etc complete for finished item of work to the satisfaction of the Engineer-in-Charge. The plinth area of the building each floor shall be taken for the purpose of payment.
Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under foundations and under flooring bed using 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, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING
Plain Cement Concrete (1:5:10) (cement: fine aggregate: Coarse aggregate) under foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed Granite metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, all charges for mixing, laying concrete in foundations , ramming, finishing top surface to the required level, curing including cost of overheads & contractors profit etc., complete for finished item of work. (APSS No. 402) MACHINE MIXING
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and using 20mm graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including adding superplasticiser of high range water reducing admixture conforming to IS 9103-1999 including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water, superplasticiser etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) for - Footings
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and using 20mm graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including adding superplasticiser of high range water reducing admixture conforming to IS 9103-1999 including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water, superplasticiser etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) for - Grade Slab - 150mm thk
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and using 20mm graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including adding superplasticiser of high range water reducing admixture conforming to IS 9103-1999 including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water, superplasticiser etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) for. - Pedestals
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and using 20mm graded machine crushed hard Granite metal (coarse aggregate) from approved quarry including adding superplasticiser of high range water reducing admixture conforming to IS 9103-1999 including cost and conveyance of all materials like cement, fine aggregate, coarse aggregate, water, superplasticiser etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc., and overheads & contractors profit complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) for Plinth Beams
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete including adding superplasticiser of high range water reducing admixture conforming to IS 9103-1999 using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, including centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR - Columns - un-supported height of 3.66m - Ground Floor
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete including adding superplasticiser of high range water reducing admixture conforming to IS 9103-1999 using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, including centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR - RCC walls - 300 mm thk - unsupported height of 3.66 m - Ground Floor
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR Beams - un-supported height of 3.66m - Ground Floor
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR Slab 200mm thk - un-supported height of 3.66m - Ground Floor
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR Slab 150mm thk - un-supported height of 3.66m - Ground Floor
Supplying, fitting and placing thermo Mechanically Treated (TMT) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Primary producers like( Steel Manufactures Within Telangana with minimum integrated installed Production Capacity of 10 Lakh MT per annum (TATA, SAIL, VSP, Jindal Panther, Goel TMT, Shyam Steel & Balaji Shakti) as approved by Ministry of steel guidelines) 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, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, 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 on all materials etc. ,and cost of overheads & contractors profit etc., complete for finished item of work ( APSS No.126) - Ground Floor
CR stone masonry in 2nd sort in CM (1:6) prop: (cement : sand) using hard granite stones from approved quarry including cost and conveyance of all materials like cement, sand, water, granite stones, etc., from approved quarry to site and including labour for cutting stones to required size and shape, mixing of cement, mortar, construction, scaffolding charges, curing etc., and overheads & contractors profit, complete for finished item of work in foundation & basement. (APSS No. 615 & 601)
Ornamental Brick Work with 2nd class bricks in CM(1:5) (using brick bats and Madrass terrace Bricks) including cost and conveyance of all materials, labour, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds), curing, lift charges etc.,complete but excluding seigniorage charges and taxes like GST etc. - Ground Floor
Ornamental Brick Work with 2nd class bricks in CM(1:5) (using brick bats and Madrass terrace Bricks) including cost and conveyance of all materials, labour, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds), curing, lift charges etc.,complete but excluding seigniorage charges and taxes like GST etc. - First Floor
Ornamental ceiling plastering 12mm thick using screened sand, with base coat of 8 mm thick in CM(1:5) and top coat of 4mm thick in CM(1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work .(SS 901,903 & 904) - Ground Floor
Ornamental Plastering Special class 1" to 1 1/4' thick with base palstering 1/2" to 3/4" in CM(1:3) and top finishing 1/2" thick with CM(1:2) to bring the required ornamentation, fine rendering with neat cement including cost and conveyance of all matrials, labour charges, all incidental and operational charges, curing etc., complete, to the required shape and size as per the approved drawing and as per Silpi Norms including preparation and fixing of precast pillars, kudam, palaks, Vedika, Lathalu in Uthara eluthakam, PothikasNasigudu, Pupha puskala Adhistanam. But excluding seigniorage charges and taxes like GST etc. - Ground Floor
Ornamental Plastering Special class 1" to 1 1/4' thick with base palstering 1/2" to 3/4" in CM(1:3) and top finishing 1/2" thick with CM(1:2) to bring the required ornamentation, fine rendering with neat cement including cost and conveyance of all matrials, labour charges, all incidental and operational charges, curing etc., complete, to the required shape and size as per the approved drawing and as per Silpi Norms including preparation and fixing of precast pillars, kudam, palaks, Vedika, Lathalu in Uthara eluthakam, PothikasNasigudu, Pupha puskala Adhistanam. But excluding seigniorage charges and taxes like GST etc. - First Floor
Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903). - First Floor
Flooring with High Polished Granite 16 to 18 mm thick up to 8'-00 (2.43 M) of regular colours (other than black) set over a base coat of CM (1:8) prop. 20mm thick over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of granite to full depth including cost and conveyance of all materials like cement, sand, water, granite, white cement etc., to site (excluding cost of C.C. bed), cost of base coat and all labour charges for mixing of cement mortar, laying granite to required slope as directed by the Engineer- in-charge, cost of overheads & contractors profit etc., complete for finished item of work . (APSS No.701 & 707) - Ground Floor
Providing pancha colour paint two coats over primary coat to Vigrahams or temples with best synthetic enamel paint (Apco light, Asian / Brazer make) as per approved matching colour including cost and conveyance of all materials, labour charges, brushes etc., complete (as per Silpi Standards). But excluding seigniorage charges and taxes like GST etc.
Supplying and fixing of MS doors, grill to windows, ventilators / in open court yards using MS square bars, cutting and fabricating to required sizes and shapes, placing in position as per approved designs and drawings, including cost and conveyance of all Mild steel sections and all wastages such as overlaps, couplings, welded joints, etc., and all operational, incidental charges, Including Labour charges for fabricating all heavy steel works like Trusses,Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc and Labour charges for fixing Trusses, Stanchions, Heavy Beams and Girders erecting and fixing in position by using chain pulley blocks, Derek pole arrangements and cranes etc., including overheads and contractor's profit complete for finished item of work.
Painting to new iron works with 2 coats of Synthetic Enamel paints in all shades using ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. over 1 coat of Red Oxide Primer Paint for iron works of Grade -1 of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site including cost of primer coat and all operational, incidental, labour charges etc. complete etc., complete including cost of overheads & contractors profit (APSS No.1200, 1207 & 1211) in all floors.
Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete including adding superplasticiser of high range water reducing admixture conforming to IS 9103-1999 using Batching Plant of capacity 50 cum per hour and transporting concrete to site by Transit mixer of 2cum capacity and pumping concrete; using pump and with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site, including centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR RCC walls -230mm thick - un-supported height of 3.66m -Ground Floor
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, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904) - Ground Floor
Providing and applying synthetic plaster putty or equivalent putty of white cement or polymer or cement based such as birla wall care putty or equivalent 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 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 etc. complete and cost of overheads and contractors profit for finished item of work for external walls - including cost of access scaffolding(with MS Jack Prop Cup lock Pipe Scaffolds) for:-External Putty - Ground Floor
Painting to new walls with 2 coats of acrylic emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Exterior Grade- 2 making 3 coats in all to give an even shade after thoroughly 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 and cost of overheads & contractors profit for finished item of work as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 3 Coats.
Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds, constructing masonry, lift charges, curing overheads & contractors profit etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) - Ground Floor
Supplying and fixing DOUBLE SHUTTER DOOR using Medium Teak wood Door Frame section of 100*75 MM is fixed to wall using Z Hand fast 300 MM long hold fast. 35 mm thick Medium Teak wood door fully panelled shutters as per drawing including cost of Stainless Steel fixtures such as Stainless Fixtures are 6 no.s Butt hinges (IS:12817)- 150 mm Long, 4 no.s Door Handles 150 mm Long, 2 no. Tower Bolt-10 mm Bolt (IS:15833) 200 mm Long, 1 no. Aldrops (IS:15834) 300 mm long, 1 no. Aluminium Flat Latches: 300 mm long, 2 no. Heavy duty Aluminium Door stopper & 6 no.s MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA including fixing the fixtures to door with required no. of screws, bolts and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc., complete for finished item of work. (Door size 1.22 X 2.13m)
Supply & applying Melamine Polish Glossy/ Matt finish to the wood works duly cleaning the surface and applying emery paper, Sand the wood with 180 No., emery paper and then with 320 No., emery paper, clean & wipe off loose dust, applying suitable knifing paste filler / wood filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and 320 No., emery paper, apply two component wood sealer, air dry for 24 hrs, Sand with 320 No emery paper, applying one coat of approved spraying thinner (for spraying)/ applying one coat of approved brushing thinner or general purpose thinner (for brushing) and apply (either with spray or brush) two coats of approved brand melamine including cost & labour charges, emery papers, cost of thinner & melamine polish of approved brands such as Jenson & Nicholson, Asian Paints, Berger Paints or equivalent etc., including overheads & contractors profit complete for finished item of work for:-Polishing to wood work - Melamine Polishing to Wood Work.
Earth work excavation for BUILDING foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. and overheads and contractor profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means.
Plain Cement Concrete (1:3:6) nominal mix using 20mm size graded machine crushed hard granite metal (coarse aggregate) (consisting of nominal size metal 60% of 20mm, 15% of 13.20/12.50mm, 15% of 10mm and 10% of 6mm)"," from approved quarry including cost and conveyance of all materials like cement, fine aggregate(sand), coarse aggregate, water etc. to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc all charges for mixing, laying concrete in position, curing & lift charges and cost of overheads & contractors profit etc., complete for Bed Blocks for finished item of work. (APSS No. 402): HAND MIXING
Supply and placing of Design Mix Concrete M 20 grade corresponding to IS 456 with minimum cement content of 350 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand), coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR COLUMNS, LINTELS, WATER TANKS, RCC WALLS in BUILDINGS.
Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds, constructing masonry, lift charges, curing overheads & contractors profit etc., complete for finished item of work as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140)
Reinforced Solid Fly-ash Block Masonry for partition walls (100 mm thick) for panel walls in super structure, parapet walls with cement mortar (1:4) prop (Cement:sand) using solid fly-ash blocks of size 290 x 100 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls wherever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, excluding cost of seigniorage charges on all materials, but including cost of scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds) and all operational, incidental , labour charges like mixing cement mortar, lift charges, curing, overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 509 & 501)
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, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves as directed by Engineer - in - charge etc., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)
Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand , water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).
Dadooing to walls with digital / polished glazed full body porcelain wall tiles of size 300 x 600 mm with any type of design texture such as marble finish, wooden, bamboo, stone finishes etc., scratch less, stain free and thickness between 6-8 mm 1st quality conforming to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs set over a base coat of C.M (1:5) proportion, 12mm thick and neat grey cement slurry of honey like consistency, spread at the rate of 3.3kgs per sqm and jointed with white cement or coloured cement to match the shade of the tiles, including cost and conveyance of all materials like cement, sand, water, tiles, coloured cement, overheads & contractors profit etc., to site, cost of all labour charges for mixing of cement mortar, laying glazed tiles to level, curing etc., complete for finished item of work as directed by Engineer-in-charge.
Providing cladding with 16 to 18 mm thick High Polished Granite up to 8'-00 (2.43 M) of regular colours (other than black) in single piece set over a base coat of CM (1:3) 20 mm thick with grey cement slurry of honey like consistency spread at the rate of 3.3 kgs of cement per sqm and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of granite to full depth including cost and conveyance of all materials like cement sand , water flooring stones etc. to site, cost of base coat and all operational and labour charges such as mixing mortar, dressing, fixing in position, lift charges, cost of overheads & contractors profit etc. complete for finished item of work. (APSS No.701 & 707)
Providing and applying synthetic plaster putty or equivalent putty of white cement or polymer or cement based such as birla wall care putty or equivalent of average 1 to 2 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 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 etc. complete for finished item of work for internal walls - :-Internal Colouring - Providing Putty.
Painting to new walls with 2 coats of acrylic emulsion paint interior grade having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Interior Grade- 1 making 3 coats in all to give an even shade after thoroughly 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 and cost of overheads & contractors profit for finished item of work as per SS 912 for Internal walls - Plastic emulsion paint - 2 Coats + 1 coat primer.
Providing and applying synthetic plaster putty or equivalent putty of white cement or polymer or cement based such as birla wall care putty or equivalent 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 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 etc. complete and cost of overheads and contractors profit for finished item of work for external walls - including cost of access scaffolding(with MS Jack Prop Cup lock Pipe Scaffolds) for:-External Putty
Supplying and fixing 14 mm - Mineral Fibre Sheet Grid Line False Ceiling of Tegular Edge 600 x 600 of Board / Tegular/ Micro look Edge tiles with a Humidity Resistance of 90% RH, Average NRC 0.50, Light Reflectance >80%, Thermal Conductivity λ = 0.052 to 0.057 w/mk, Fire Performance Class 0/Class 1; fixing to Gyp steel precoated GI wall angle of size 25 mm x 25 mm x of 0.70 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using precoated GI Tee section (24 mm x 38 mm x 0.7 mm) from soffit at 1220 mm c/c fixed with GI Soffit Cleat, rawl plugs and steel expansion fasteners & connecting clip to the GI T section with 4 mm dia GI Rod with galvanised spring steel level clip of PVC unversal holding clips system at 1200 mm c/c and fixing the 14mm Mineral Fibre Sheet of size 600 x 600 mm in position and finishing two coats of drywall topcoat including overheads & contractors profit, etc. complete for finished item of work.
Supplying and fixing Gyp Board Suspended regular single layer false ceiling (GS-MFSC-4.1 as per India Gypsum) using 12.5 mm thick Gyp Board conforming to IS 2095 - 1982 fixing to Gyp steel GI perimeter channels of size 20 mm x 27 mm x 30 mm(web) of 0.55 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using Intermediate channels (45 mm x 15mm x 15mm x 0.9 mm) from soffit at 1220 mm c/c with ceiling angle (25 mm x 10 mm x 0.55 mm) fixed with GI Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5 mm x 26 mm x 10.5 mm x 0.55 mm) fixed in direction perpendicular to the intermediate channel at 457 mm c/c and fixing the 12.5 mm tapered edge Gypboard with 25 mm drywall screws at 230 mm c/c & jointing and finishing using joint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound, two coats of drywall topcoat, overheads and contractors profit, etc. complete for finished item of work as per Idia Gypsum Ltd specification.
Supplying and fixing SINGLE SHUTTER DOOR using Medium Teak wood Door Frame section of 100*75 MM is fixed to wall using Z Hand fast 300 MM long hold fast. Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick conforming to IS:2202 as per drawing including cost of Stainless Steel fixtures such as Stainless Fixtures are 3 no.s Butt hinges (IS:12817)- 150 mm Long, 2 no.s Door Handles 150 mm Long, 1 no. Tower Bolt-10 mm Bolt (IS:15833) 200 mm Long, 1 no. Aldrops (IS:15834) 300 mm long, 1 no. Aluminium Flat Latches: 300 mm long 1 no. Heavy duty Aluminium Door stopper & 6 no.s MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA including fixing the fixtures to door with required no. of screws, bolts and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc., complete for finished item of work. (Door size 1.07 X 2.13m)
Supplying and fixing SINGLE SHUTTER DOOR using Medium Teak wood Door Frame section of 100*75 MM is fixed to wall using Z Hand fast 300 MM long hold fast. Flush door shutters, solid bond wood block board type with teak veneer on one face and commercial ply on another face (lipping): 35 mm thick conforming to IS:2202 as per drawing including cost of Stainless Steel fixtures such as Stainless Fixtures are 3 no.s Butt hinges (IS:12817)- 150 mm Long, 2 no.s Door Handles 150 mm Long, 1 no. Tower Bolt-10 mm Bolt (IS:15833) 200 mm Long, 1 no. Aldrops (IS:15834) 300 mm long, 1 no. Aluminium Flat Latches: 300 mm long 1 no. Heavy duty Aluminium Door stopper & 6 no.s MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA including fixing the fixtures to door with required no. of screws, bolts and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc., complete for finished item of work. (Door size 0.91 X 2.13m)
Providing and fixing factory-made solid Wood Polymer Composite (WPC) single extruded Door Frame section of 100*65 MM with encapsulation of 6 MM rigid layer on all external surfaces. The door frame will have a rebate of 32MM/ 37 MM. The two Vertical members are to be joined together with the horizontal member using 8x75 MM long MS Star full thread screws to be used with reverse forward speed control hand drilling machine. The ready/assembled door frame is fixed to wall using Z Hand fast 300 MM long hold fast and 28/30 mm thick Wood Plastic Composite (WPC) Door shutter, comprising of 70% virgin polymer, 15% wood powder (fibre), and the remaining 15% additives, comprising of virgin PVC polymer of K value 58- 60 (Suspension grade), Calcium carbonate and natural fibres (wood powder) and nontoxic additives (maximum toxicity index of 12 for 100 gms) having minimum door density of 650 kg/cum, screw withdrawal strength 1800N (Face) & 900N (Edge), Modulus of Elasticity 900N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS screws all as per direction of Engineer -in- Charge and Stainless Fixtures are 3 no.s Butt hinges (IS:12817)- 150 mm Long, 2 no.s Door Handles 150 mm Long, 1 no. Tower Bolt-10 mm Bolt (IS:15833) 200 mm Long, 1 no. Aldrops (IS:15834) 300 mm long, 1 no. Aluminium Flat Latches: 300 mm long & 4 no.s MS Z Hold fasts - 300 mm long of 40 x 40 x 5 mm ISA including fixing the fixtures to door with required no. of screws, bolts and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc., complete for finished item of work. (Single Shutter Door size 0.76 X 2.13m)
Painting to flush shutters two coats of ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit over wood primer coat including cost and conveyance of all materials to site cost of primer coat and all labour charges etc. complete including applying sand paper for neat finish etc., complete and including cost of overheads & contractors profit (APSS No.1200, 1207 & 1211) in all floors.
Providing, supplying & fixing of Fixed Louvered Ventilator made out of multi chambered uPVC sections with Glazing bead shall be co-extruded with Grey colour soft PVC. having isolated drainage and reinforced with Galvanized Iron profiles throughout the window. The outer frame having an overall size of 60 mm x 55 mm x 2.40 with reinforcement of 1 mm thickness and Mullion with overall size of 74 mm x 60 mm x 2.40 mm with reinforcement of 1 mm thickness. (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin).Ventilator shall be provided with 4.5 mm Pin Head glass, standard hardware. Wall thickness of frame & Mullion shall be 2.4 mm., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work.
Providing & fixing on roof pressed clay tile (Mangalore tile) of size - 9 x 6 inches and as per approved pattern on roof jointed with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement including cost and conveyance of all materials like roof tiles, cement, sand, water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges & curing etc., and overheads & contractors profit complete for finished item of work.
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