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| 1 | Site Clearance and Excavation |
| 2 | 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities notexceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5m.All kinds of soil |
| 3 | 60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump setincluding conveyance to site and erection,cost of fuel, lubrication oil and other stores,pay of staff etc complete |
| 4 | 100.3.9.1 Earthwork in open well excavation (above water) for wells of diameter above 9.0mand up to 12.0m in all kinds of soil and conveying and depositing the spoil withininitial lead of 50m and lift up to 1.5m including neat banking. |
| 5 | 100.3.9.12Earthwork in open well excavation (in or under water) for wells of diameter above9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 1.50m to 3.0m including neat banking. |
| 6 | 100.3.9.13Earthwork in open well excavation (in or under water) for wells of diameter above9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 3.0m to 4.50m including neat banking. |
| 7 | 100.3.9.14Earthwork in open well excavation (in or under water) for wells of diameter above9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 4.50m to 6.00m including neat banking. |
| 8 | 100.3.9.15Earthwork in open well excavation (in or under water) for wells of diameter above9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 6.0m to 7.50m including neat banking. |
| 9 | 100.3.9.16Earthwork in open well excavation (in or under water) for wells of diameter above9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 7.5m to 9.0m including neat banking. |
| 10 | 100.3.9.17Earthwork in open well excavation (in or under water) for wells of diameter above9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 9.0m to 10.50m including neat banking. |
| 11 | Well Construction |
| 12 | 5.9.12 Centering and shuttering including strutting, etc. and removal of form for:Wellsteining |
| 13 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 14 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 15 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 16 | 5.33.1.2 Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M30 grade with minimum cement content of350 kg /cum |
| 17 | 5.35 Add for using extra cement in the items of design mix over and above the specifiedcement content therein |
| 18 | 5.11.1 Extra additional height in centering, shuttering where ever required with adequatebracing, propping etc. including cost of de-shuttering and decentering at all levels,over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan areato be measured).Suspended floors, roofs, landing, beams and balconies (Plan area tobe measured) |
| 19 | 5.9.16.1 Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 20 | 60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes workingpressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete. |
| 21 | 60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with goodquality blasted rubble including conveyance of material and labour charges etc.complete as per direction of departmental officers at site. |
| 22 | 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 23 | 10.20 Providing and fixing bolts including nuts and washers complete. |
| 24 | OD394943/2025-2026Hiring charges of 40 Ton capacity crane including operator, fuel, lubricants and alloperational charges for well sinking works, complete as per the directions of theEngineer-in-Charge |
| 25 | Filter Media Installation |
| 26 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 27 | 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 28 | OD250094/2025-2026Providing Temporary Z steel sheet pile of available size for a depth above 3.5m upto5m, driving downvertically in lines and leveles interlocking with adjacent piles with suitable piledriving unit and all accessories including all labour hire charges etc complete forprotection of adjacent structures, road and removing the same after work as per thedirections of Engineer-in-Charge. |
| 29 | OD250172/2025-2026Supply and Laying Geo-Membrane lining all around the filter media as directed bythe Engineer-in-Charge. |
| 30 | OD250173/2025-2026Supply, Filling and Packing in open well construction in accordance with IS: 4097,including providing 12.5mm coarse aggregate as per actual requirement, all completeas per direction of Engineer- in- charge. |
| 31 | OD250174/2025-2026 Supply, Filling and Packing in open well construction in accordance with IS: 4097,including providing 20mm coarse aggregate as per actual requirement, all complete asper direction of Engineer- in- charge. |
| 32 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 33 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per directionof site Engineer-in-charge |
| 34 | Super Structure |
| 35 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 36 | 50.6.2.2Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm ornearest available size confirming to IS 2185 part I of 1979 for super structure up tofloor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etccomplete |
| 37 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 38 | 10.16.1Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., including cutting, hoisting, fixing position and applying a priming coat ofapproved steel primer, including welding and bolted with special shaped washers etc.complete.Hot finished welded type tubes |
| 39 | 10.19Providing and fixing mild steel round holding down bolts with nuts and washer platescomplete. |
| 40 | 12.65.5Providing & fixing at all heights, levels and locations colour finish Aluminium alloyroofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 anddimensions as per IS code 2676 with characteristics of good formability and corrosionresistance. The profile sheets shall be fixed to truss members in slope or requiredpitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour,scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).0.71 mm, Aluminiumcolor coated profile with center to center pitch of 175 mm, depth of 46 mm, top crestwidth of 41 mm, bottom valley width of 80 mm,overall profile width of 1144 mm ,cover width 1050 mm. |
| 41 | 13.43.1Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 42 | 13.46.1Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Twoor more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exteriorprimer applied @ 2.20 kg/10 sqm) |
| 43 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work |
| 44 | 10.5.2Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angleiron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittingscomplete, including applying a priming coat of approved steel primer.Using flats30x6 mm for diagonal braces and central cross piece |
| 45 | 16.68Providing and laying 60 mm thick factory made cement concrete interlocking paverblock of M - 30 grade made by block making machine with strong vibratorycompaction, of approved size, design & shape, laid in required colour and patternover and including 50 mm thick compacted bed of coarse sand, filling the joints withfine sand etc. all complete as per the direction of Engineer-in-charge. |
| 46 | 100.1.1Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soil. |
| 47 | 100.98.194 Supply of HDPE Pipe PE 100 (IS 4984/1995), 16kg, 90mm Outer Dia. |
| 48 | 100.10.1Laying HDPE pipes (IS : 4984) on land portion including conveying within initiallead and aligning the pipes, electro-fusion welding using automatic or semi-automaticelectrofusion machines, testing the pipeline thus fabricated to suit the hydraulicworking pressure and after testing, aligning the pipeline, lowering the pipe in positioninto the trenches already made, testing the line to suitable pressure with potable waterbefore back filling and levelling the trenches including all labour charge, hire forappliances etc., complete but excluding cost of pipe and fittings: 90mm NominalOuter Diameter pipes. |
| 49 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 50 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 51 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 52 | OD250183/2025-2026Supply, Installation, Testing & Commissioning of 3HP 415V open well submersiblepump of approved make having cast iron body which corrosion resistant and durable,780 LPM at 35Mtr head range , including control panel, copper flexible cable ofnecessary length & associated accessories like steel rope with pulleys and hooks forlifting the pump occasionally for maintenance as per site requirement. Please Enable Macros to View BoQ information |
