Developmental works- Lord Sri Pabbathi Anjaneya Swamy Temple premises at Maddimadugu Village, Padara Mandal in Nagarkurnool District

Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 OneMetric Tonners as per MoRT&H (5th Revision) Specn. No.305.4.3 for CC Road

Dismantling of existing structures like culverts , bridges, retaining walls and other structures comprising of masonry, cement, concrete, wood work , steel work, including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and lead of 1000 m ( By Mechanical means in Cement concrete grade M-15 & M-20) for CC Road

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 for CC Road

Construction of Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/One Cubic Metre , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). Note: The work of embankment and subgrade shall be carried out as per Plan & Profile and Payment will be based on levels for finished item of works for CC Road

Construction of Granular sub-base by providing HBG material confiOne Running Metreing 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 unifoOne Running Metre 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. for CC Road

Providing Vibrated Cement Concrete (1:4:8) mix using 40mm size HBG crushed stone aggregate and fine aggregate confoOne Running Metreing 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 levelling course for CC Road

Construction of Cement Concrete road by providing VCC M 40 Grade pannel of size (1.0mx1.0m) using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate confoOne Running Metreing to table 1000-1 and fine aggregate confoOne Running Metreing to table 1000-2) including cost, 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 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.for CC Road

Contraction sawn joint groove (using diamond studded blades) 2 mm wide and 1/3 depth of the Cement Concrete pavement (slab). These grooves shall be cut when the concrete is greenish or with in 24hrs of laying.for CC Road

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/One Cubic Metre , CBR ≥ 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) for CC Road

Providing, laying Reinforced cement concrete Hume pipes of 600 mm Dia., NP-3 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 600mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. for CC Road

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision for Gravel Road

Construction of Embankment /Subgrade with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/One Cubic Metre , CBR ≥ 10%, PI < 18%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). Note: The work of embankment and subgrade shall be carried out as per Plan & Profile and Payment will be based on levels for finished item of works for Gravel road

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 as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge for Drains

Dismantling of Structures (superstructure, substructure, foundation and other miscellaneous structures) and pavements including disposing of resulting materials and/or salvaging useful materials up to a distance of 1 km from project road complete as per Drawings and Technical Specification Clause MoRT&H 202 and as directed by the Engineer.(By Mechanical means in Cement Concrete grade M-15 & M-20) for Drains

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate confoOne Running Metreing to table 1000-1 and fine aggregate confoOne Running Metreing to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for levelling course below approach slab for Drains

Vibrated cement concrete M20 Grade Concrete using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate confoOne Running Metreing to table 1000-1 and fine aggregate confoOne Running Metreing to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification1500,1700, 2200 (5th Revision) for bottom slab & Body walls for Drains

Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate confoOne Running Metreing to table 1000-1 and fine aggregate confoOne Running Metreing to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification as directed by the Engineer-in-Charge for Cover Slab for Drains

Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,JSW & Shyam Steel as approved by Ministry of Steel) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for Cover slab of R.C.C items. for Drains

Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per SSR Data for Drains

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. for Flooring

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000metre by mechanical means, stacking serviceable and unserviceable materials separately as per MoRT&H 202 including all machinery charges, labour charges, overheads and contractors profit etc complete for finished item of work as directed by Engineer in charge for Flooring

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 (with 50% river sand & 50% manufactured 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 for Flooring

Flooring with High Polished Granite 16 to 18 mm thick up to 8'-00 (2.43 M) of premium 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 One Square Metre. 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 (with 50% river sand & 50% manufactured 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) for Flooring

Flooring with polished shahabad / Tandur stone slabs of 15mm to 18mm thick 0.457m x 0.304m or any other size as specified 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 One Square Metre and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, flooring stones etc. complete, all labour charges like dressing of flooring stones to the required size, mixing of cement mortar, laying, lift charges , cost of base coat etc., and overheads & contractors profit complete for finished item of work. (APSS No.703 & 701) for Flooring

Granolithic Concrete flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal and screened sand laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal sand (with 50% river sand & 50% manufactured sand) and water, overheads & contractors profit, complete for finished item of work. (APSS No.701 & 710) for Flooring

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. For Toilet Blocks

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000metre by mechanical means, stacking serviceable and unserviceable materials separately as per MoRT&H 202 including all machinery charges, labour charges, overheads and contractors profit etc complete for finished item of work as directed by Engineer in charge For Toilet Blocks

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 (with 50% river sand & 50% manufactured 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 For Toilet Blocks

Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using hard Granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand (with 50% river sand & 50% manufactured sand), water, stones etc., to site, labour for cutting stones to required size and shape, mixing of cement mortar, construction, curing and cost of overheads & contractors profit etc.,complete for finished item of work in foundation and basement. (APSS No. 601 & 615). For Toilet Blocks

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 (with 50% river sand & 50% manufactured 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) For Toilet Blocks

Filling with carted gravel by manual 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). For Toilet Blocks

Brick masonry 230 mm thick for panel walls in super structure, parapet walls with cement mortar (1:8) prop (Cement:sand) using Bricks second class of size (Non-Modular or traditional size) 23 x 11 x 7 cm from approved source having minimum crushing strength of not less than 3.5 N/sq.mm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, excluding seigniorage charges but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing , overheads & contractors profit etc., complete for finished item of work as per SS 504. For Toilet Blocks

Plain Cement Concrete corresponding to M-20 grade as per IS 456 nominal mix using 20mm size graded aggregate 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) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, all operational, incidental and labour charges such as mixing, laying concrete, curing and cost of overheads & contractors profit etc., complete for finished item of work, for:-Machine Mix-PCC : M-20 NOMINAL MIX. FOR Footing & Pedstals For Toilet Blocks

Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 One Cubic Metre 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) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etcetc., 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 For Toilet Blocks

Supply and placing of Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 One Cubic Metre 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) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etcetc., 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) SLABS. For Toilet Blocks

Supplying, fitting and placing theOne Running Metreo Mechanically Treated (TOneMetric Tonne) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category A Major Steel Manufacturers including PSUS's with minimum installed Production Capacity above l0 Lakh OneMetric Tonne Per annum (SAIL,VSP STEEL, TATA, JINDAL PANTHER ) 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, foOne Running Metreing 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) For Toilet Blocks

Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured 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) For Toilet Blocks

Flooring with Nano polished /stain free soluble salt porcelain vitrified tiles screen printed of size 600 x600 mm and thickness between 8-10 mm 1st quality confoOne Running Metreing 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 CM (1:8) prop. 12mm thick over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per One Square Metre. and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of tiles to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, tiles, 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 tiles to required slope as directed by the Engineer- in-charge including cost of overheads & contractors profit etc., complete for finished item of work. (APSS No.701 & 707) For Toilet Blocks

Dadooing to walls with digital / polished glazed full body porcelain highlighter 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 confoOne Running Metreing 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 One Square Metre 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 (with 50% river sand & 50% manufactured sand), water, tiles, coloured cement, overheads & contractors profit etc., to site, 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. For Toilet Blocks

Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of interior grade-1 of approved brand, 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 911 for internal walls. For Toilet Blocks

Doors Frames (Colour Coated Steel Sections) & Shutter using Cement Bonded Particle Board as per IS 14276 (Cement Bonded Particle Board confoOne Running Metreing to IS 14276 or equivalent ) : Providing and fixing of door frame made from cold roll foOne Running Metreed sections made of galvanized (Base steel as per IS277 with zinc of 120 Gms/One Square Metre) colour coated steel sections with total coated thickness of 1mm, primer coated with epoxy primer coat of 5-7 microns thick, finish paint with polyester paint of 12-16 microns. The Section for door frame is to be filled with polyurethane (P.U) foOne Running Metre of 40kg/m3. Overall size of frame section should be of 50mm x 50mm. With necessary corner brackets, stiffeners, hinges, and screws. Cement Bonded particle board shutter Cement Bonded Particle Board confoOne Running Metreing to IS 14276 or equivalent ) “Single Leaf” with all round styles “U” section of size 12m x 18m x 12mm made from 0.6 mm thick galvanized, colour coated cold rolled steel profiles with 16mm thick Cement Bonded particle Board (Cement Bonded Particle Board confoOne Running Metreing to IS 14276 or equivalent ) with necessary screws fixed at every 1’-0” (304.8mm) intervals. The cost inclusive of MS nickel coated Aldrops of size 250mm long 2nos. 200mm long tower bolt 1no., 125mm handles 2nos., cost and conveyance of all materials at site and applying one coat primer , one coat of luppam and two coats of synthetic enamel paint as per approved design for finished item of work 595 For Toilet Blocks

Supplying & Fixing Orissa Pan White glazed W.C 1st quality ISI marked confoOne Running Metreing to IS:2556-Part-3-2004 with "P" or "S" trap : 580 mm x 440 mm duly providing constructing Brick masonry seat using 2nd class bricks, CC Squatting plate in P.C.C 1:2:4, S&F PVC Low level system with internal components & short bend: 10 Litres capacity Single Flush, S&F of 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded confoOne Running Metreing to IS 8931 and S&F 15 mm nominal size PVC connection with brass union nut C.P coated including cost and conveyance of all materials , operational, incidental, labour charges, overheads and contractor's profit etc.,. complete as per standard practice for finished item of work. For Toilet Blocks

Supplying and fixing approved make wash down European Water Closet of 1st quality confoOne Running Metreing to IS:2556-Part-2- 2004 of white glazed with 'S' trap with CI short Connector & 4" dia CP thimble pipe: 150 mm long, best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996, PVC low level system with internal components & short bend: 10 Litres capacity Single Flush, 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded confoOne Running Metreing to IS 8931 and 15 mm nominal size PVC connection with brass union nut C.P coated all of approved make, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit etc.,. complete as per standard practice for finished item of work. For Toilet Blocks

Supplying & Fixing Indian make WHITE Flat Back Wash Hand Basin of size 450 x 300 mm with Single C.P. Pillar cock 1st quality confoOne Running Metreing to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread confoOne Running Metreing to IS:2963- 1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams, 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded confoOne Running Metreing to IS 8931, 15 mm nominal size PVC connection with brass union nut C.P coated, 30 mm nominal size dia PVC flexible waste pipe of 914.4 mm length of Ist quality and standard CI brackets including wooden block, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit etc. complete for finished item of work in all respects. For Toilet Blocks

Supplying & fixing 150 mm x 100 mm SWG gully traps confoOne Running Metreing to ISI 651 & 4127 with C.I Grating & constructing Brick masonry in CM 1:6 prop. over a C.C. (1:5:10) prop. Bed 100mm thick and plastering 12mm thick in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8 mm x 288.6mm (12" x 9") C.I. frame and hinged cover of standard make as directed by the Engineer-in-charge including cost and conveyance of all materials to site, all operational,incidental, labour charges, overheads and contractors profit, etc. complete for finished item of work. (APSS No 1326) For Toilet Blocks

Supplying & fixing CI floor traps 1st quality ISI marked confoOne Running Metreing to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for nominal dia 75 mm (3") and grating size 100 mm dia of weight not less than 4.0 Kgs, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit, etc. complete for finished item of work. For Toilet Blocks

Supplying and laying, jointing and testing SWG SP-1 pipes of ISI make confoOne Running Metreing to ISI 651 & 4127 with air tight cement joints in cm (1½:1) prop, including excavation of trenches and socket pits in any soils (except rock requiring blasting) up to 914.4 mm (3'0") depth and refilling, watering and tamping, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractors profit, etc. complete for finished item of work (101.6 mm) For Toilet Blocks

Supplying, laying and jointing Nominal Bore GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings including the cost of pipe & its fittings & labour charges complete, with necessary excavation in all types of soils (except rock requiring blasting) refilling and making good the walls and floors to the original surface, fixing M.S. clamps and T.W. block on walls wherever required, Brick support pillars on terraces etc excluding GI bends, GI connectors including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit, etc. complete for finished item of work As directed by Engineer-in-Charge. 25mm Nominal Bore For Toilet Blocks

Constructing Brick masonry support for G.I pipe with C.M 304.8 x 228.6 x228.6 mm size including plastering including cost and conveyance of all materials to site, all operational,incidental , labour charges, overhead & contractor's profit etc complete for finished item of work in all floors As directed by Engineer-in-Charge. For Toilet Blocks

Providing & Placing on Terrace (at all floor levels) polyethylene water storage tank with Double layer approved brand & manufacture with cover and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit etc. complete for finished item of work. For Toilet Blocks

Supplying & Fixing white glazed flat back Bowl urinals of size 440 mm x 265 mm x 315 mm with internal flushing rim fixed with screws complete Indian make confoOne Running Metreing to IS:2556-1995, fitted with 15 mm brass body CP finish self closing tap push type confoOne Running Metreing to IS 1711 and 30 mm nominal size dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit etc. complete for finished item of work in all respects. For Toilet Blocks

S&F of 15 mm brass body CP finish bib tap of not less than 300 grams weight screw type (full turn) with internal / external threaded conenction confoOne Running Metreing to IS 8931, including cost and conveyance of all materials to site, all operational, incidental, labour charges, overheads and contractor's profit, etc. complete for finished item of work. For Toilet Blocks

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing, overheads and contractors profit, etc., complete for finished item of work as per Standard specification. 3'-0" Depth For Toilet Blocks

S&F of Chromium plated finish stainless steel body towel rail 24'' with 10 years warranty including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit, etc. complete for finished item of work. For Toilet Blocks

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. for Soak Pit

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 (with 50% river sand & 50% manufactured 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 for Soak Pit

Plain Cement Concrete corresponding to M-20 grade as per IS 456 nominal mix using 20mm size graded aggregate 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) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, all operational, incidental and labour charges such as mixing, laying concrete, curing and cost of overheads & contractors profit etc., complete for finished item of work, for:-Machine Mix-PCC : M-20 NOMINAL MIX. FOR Footing & Pedstals for Soak Pit

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) for Soak Pit

Supplying and laying, jointing and testing SWG SP-1 pipes of ISI make confoOne Running Metreing to ISI 651 & 4127 with air tight cement joints in cm (1½:1) prop, including excavation of trenches and socket pits in any soils (except rock requiring blasting) up to 914.4 mm (3'0") depth and refilling, watering and tamping, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractors profit, etc. complete for finished item of work (101.6 mm) for Soak Pit

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000metre by mechanical means, stacking serviceable and unserviceable materials separately as per MoRT&H 202 including all machinery charges, labour charges, overheads and contractors profit etc complete for finished item of work as directed by Engineer in charge for Administrative Block

Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using hard Granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand (with 50% river sand & 50% manufactured sand), water, stones etc., to site, labour for cutting stones to required size and shape, mixing of cement mortar, construction, curing and cost of overheads & contractors profit etc.,complete for finished item of work in foundation and basement. (APSS No. 601 & 615).for Administrative Block

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 (with 50% river sand & 50% manufactured 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) for Administrative Block

Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured 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) for Administrative Block

Providing and applying Exterior grade texture ready mixed paint with sand texture added sand particles Acrylic copolymers and mineral compounds, bactericides and various additives having VOC (Volatile Organic Compound) content less than 30 grams/ Lit 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 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 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 Colouring - Providing / Texture to External walls.for Administrative Block

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.for Administrative Block

Painting to new wood work with luppam finish to give even & smooth surface and painting two coats with 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, all labour charges , including sand paper on lappam coats for neat even and glossy surface, including cost of overheads & contractors profit, etc. complete for finished item of work As directed by Engineer-in-Charge during exection - for all floors.for Administrative Block

Painting to new iron works with 2 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 of approved brand and shade 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 and all operational, incidental, labour charges etc. including cost of overheads & contractors profit for finished item of work for:-Painting to Iron work - Synthetic enamel paint to New Iron Work - 2 coats for Administrative Block

Skirting with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and thickness between 7-8 mm 1st quality confoOne Running Metreing 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 CM (1:5) prop. 12mm thick including neat cement slurry of honey like consistancy spread at the rate of 3.3kg per One Square Metre and filling the joints with white cement mixed with pigment of matching shade to match the shade of tiles, including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, ceramic tiles, white cement etc., to site, cost of base coat and all labour charges for mixing of cement mortar as directed by the Engineer-in-charge, curing etc., complete and cost of overheads and contractor profit for finished item of work. (APSS No.707 & 701)

Supplying and fixing Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 2"x2" (50 mm x 50 mm) supporting with Mild Steel pipes of 80mm nominal bore and outer dia 88mm (i.e., wall thickness of 4mm) as per IS-1161, vertical posts placed at 3.05m center to center and each post of height 3.05m above ground level and 0.75 m below ground level and 2no.s harizontal pipes (1 at top and 1 at middle) as per approved drawing, including cost of bolts and brackets, fabrication and erection in position, including cost and conveyance of all materials to work site etc., all operational, incidental labour charges, power charges, overheads & contractors profit etc. complete for finished item of work. for Administrative Block

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 (with 50% river sand & 50% manufactured 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).for Administrative Block

Chipping and scarifying the existing DPC/plum concrete surface or impervious surface up to 50 mm thick to expose the virgin surface of the concrete using low/ medium vibratory chipping machine as a part of structural repair/ retrofitting for Administrative Block

Dadooing to walls with digital / polished glazed full body porcelain highlighter 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 confoOne Running Metreing 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 One Square Metre 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 (with 50% river sand & 50% manufactured sand), water, tiles, coloured cement, overheads & contractors profit etc., to site, 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.for Administrative Block

Supplying & Fixing Indian make WHITE Flat Back Wash Hand Basin of size 450 x 300 mm with Single C.P. Pillar cock 1st quality confoOne Running Metreing to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread confoOne Running Metreing to IS:2963- 1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams, 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded confoOne Running Metreing to IS 8931, 15 mm nominal size PVC connection with brass union nut C.P coated, 30 mm nominal size dia PVC flexible waste pipe of 914.4 mm length of Ist quality and standard CI brackets including wooden block, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit etc. complete for finished item of work in all respects.for Administrative Block

S&F premium make CPVC Pipes including the cost of pipe & its fittings & labour charges complete including cost and conveyance of all materials to site, all operational,incidental , labour charges, cost of overheads & contractor profit etc.complete for finished item of work As directed by Engineer-in-Charge 28.60 mm OD pipe for Administrative Block

S&F of 15 mm brass body CP finish long body bib tap of not less than 400 grams weight with quarter turn spindle internal / external threaded connection confoOne Running Metreing to IS 8931, including cost and conveyance of all materials to site, all operational, incidental, labour charges, overheads and contractor's profit, etc. complete for finished item of work.for Administrative Block

Supplying and fixing of SWR PVC pipes of 4 Kg/Sq.cm. and fixing all specials such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps with required number of Bombay nails etc., with solvent jointing as per standard practice including cost and conveyance of all materials to site, all operational, incidental, labour charges, overheads & contractors profit etc., complete for finished item of work at all floor levels . (APSS No. 1302 1319 & 1326) -110mm diafor Administrative Block

S&F of Chromium plated finish stainless steel body towel rail 24'' with 10 years warranty including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit, etc. complete for finished item of work. for Administrative Block

Supplying and fixing approved make wash down European Water Closet of 1st quality confoOne Running Metreing to IS:2556-Part-2- 2004 of white glazed with 'S' trap with CI short Connector & 4" dia CP thimble pipe: 150 mm long, best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996, PVC low level system with internal components & short bend: 10 Litres capacity Single Flush, 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded confoOne Running Metreing to IS 8931 and 15 mm nominal size PVC connection with brass union nut C.P coated all of approved make, including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit etc.,. complete as per standard practice for finished item of work.

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.

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.for Shed

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 (with 50% river sand & 50% manufactured 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 for Shed

Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using hard Granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand (with 50% river sand & 50% manufactured sand), water, stones etc., to site, labour for cutting stones to required size and shape, mixing of cement mortar, construction, curing and cost of overheads & contractors profit etc.,complete for finished item of work in foundation and basement. (APSS No. 601 & 615). for Shed

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380kgs per 1 One Cubic Metre 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) (with 50% river sand & 50% manufactured 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. for Shed

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 One Cubic Metre 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) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, 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 FOOTINGS, PEDESTALS, PLINTH BEAMS.Footings for Shed

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 One Cubic Metre 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) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, 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 FOOTINGS, PEDESTALS, PLINTH BEAMS.Plinth Beams for Shed

Supplying, fitting and placing theOne Running Metreo Mechanically Treated (TOneMetric Tonne) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category A Major Steel Manufacturers including PSUS's with minimum installed Production Capacity above l0 Lakh OneMetric Tonne Per annum (SAIL,VSP STEEL, TATA, JINDAL PANTHER ) 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, foOne Running Metreing 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) for Shed

Filling with carted gravel by manual 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). for Shed

Plastering 20mm thick using screened sand with CM (1:5) (with 50% river sand and 50% Manufactured sand) 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, curing, cutting grooves as directed by Engineer - in - charge and cost of overheads & contractors profit etc., complete for finished item of work for basement. (SS 901,903 & 904) for Shed

Flooring with polished shahabad / Tandur stone slabs of 15mm to 18mm thick 0.457m x 0.304m or any other size as specified 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 One Square Metre and jointed with neat cement to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, flooring stones etc. complete, all labour charges like dressing of flooring stones to the required size, mixing of cement mortar, laying, lift charges , cost of base coat etc., and overheads & contractors profit complete for finished item of work. (APSS No.703 & 701) for Shed

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 (with 50% river sand & 50% manufactured 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 for Shed

Providing Mild Steel Tubes & pipes of all diameters cutting andplacing in position, including cost and conveyance of all Mild steel Tubes & Pipes sections and all wastages and all operational, incidental labour charges, power charges etc. complete including overheads & contractors profit for finished item of work. (For AC/GI profile sheet Roofing) for Shed

Roofing will be provided with 0.5mm thick galvanized / pre painted G.I. profiled sheets fixed to the purlins with 14 size self drilling screws with neoprene washer. Side laps are stitched with self tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti capillary grove.for Shed

Supply & Fixing 10 mm thick 200 X 200 mm M.S Plates for base plates, 250mm long 12mm anchor bolts with plate washer and nuts complete with one coat of Asian or equivalent red oxide paint for Shed

Supply and Fixing of 6 Nos of 20mm dia bolts 500mm long with nuts for jointing trusses and Vertical pipe for Shed

Supply and fixing of Mild Steel Tubes & Piped Truss of required diameters as per IS-1161 inclduing Labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc excluding cost of fixing in position and including Labour charges for fixing heavy iron grills, Trusses, Stanchions, Heavy Beams and Girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position for Shed