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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All Kind of Soils |
| 2 | Ordinary Rock. |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. |
| 4 | Ordinary Rock. |
| 5 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All Kind of Soils |
| 6 | Ordinary Rock.(Intake chamber) |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 8 | Providing and laying hand packed stone soling 50 mm nominal size including filling,spreading,dressing,ramming, all leads and lifts and all carriages complete. .(Intake chamber) |
| 9 | Providing and laying hand packed stone soling 50 mm nominal size including filling,spreading,dressing,ramming, all leads and lifts and all carriages complete. .(PST,0.25Gln SR) |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 11 | Providing and laying in position reinforced cement of specified grade of concrete including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 12 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 14 | Reinforced cement concrete work in arches, arch ribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)PST |
| 16 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 17 | All works above plinth level upto floor V level. |
| 18 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | Providing/ Fixing, installation, successful commissioning of double flanged MS pipes/specials to be fabricated from MS tube heavy quality nominal thickness 6mm, conforming to relevant Indian Standard IS-1239 and/or IS 1161 read with up to date amendments. The pipe material should be of standard quality and must withstand all the anticipated design pressure ratings.The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job.PST Inlet/ Outlet MS Connection (For Washout Chambers) |
| 21 | 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. ( for Lids).Intake chamber. |
| 22 | 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. ( for Lids).0.25 Gln SR,PST. |
| 23 | Providing & fixing of 0.63mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge. |
| 24 | 12mm Cement plaster of mix:- 1 : 4 ( 1 cement : 4 fine sand). |
| 25 | 12mm Cement plaster finished with a floating coat of neat cement of mix:- 1 : 4 ( 1 cement : 4 fine sand). |
| 26 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) PST. |
| 27 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work |
| 28 | On concrete Work. |
| 29 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 30 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes and Earth work .complete. 65mm Dia GI |
| 31 | 50mm Dia GI |
| 32 | 40mm Dia GI |
| 33 | 25mm Dia GI |
| 34 | 20mm Dia GI |
| 35 | 15mm Dia GI |
| 36 | Providing and Fixing of pipe Specials incl.Tees,Elbows,Bends,Reducers,Gate Values and Bib cocks Etc. complete job(To be paid as per actual). |
| 37 | Providing, Supplying, Lowering, Laying, Jointing, Hydraulic testing and Commissioning of PE 100 PN-10 HDPE Pipes in standard lengths confirming to 1S:4984/14151/12786/13488 with necessary jointing material and all kinds of pipe specials including Transportation Freight charges, Inspection charges, Loading, Un-Loading charges, Conveying to departmental store, Joining procedure as per relevant IS code complete with materials for jointing procedure with al labours as directed by Engineer in Charge as per IS 7634 Part-ll, Hydraulic testing to specified pressures (including cost of all materials Labour and Water) for specified lengths inclusive of al kinds of taxes and carriage complete. 110mm Dia HDPE Pipe |
| 38 | 90mm Dia HDPE Pipe |
| 39 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete. 25 to 40 mm nominal bore. |
| 40 | 50 to 80 mm nominal bore. |
| 41 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. 150mm Dia |
| 42 | 80mm Dia. |
| 43 | Centring and shuttermg including strutting, propping etc. and removal of form for·Foundations: footings, bases of columns etc. for mass concrete. |
| 44 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 45 | Suspended floors, roofs, landings, balconies and access platform. |
| 46 | Arches,domes,vaults exceeding 6m span.0.25Gln SR |
| 47 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. 0.25Gln SR |
| 48 | Edges of slabs and breaks in floors and walls.PST |
| 49 | Extra for shuttering in circular work (20% of respective centering and Shuttering items) Foundations: footings, bases of columns etc. for mass concrete.SR |
| 50 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.SR |
| 51 | Lintel, beams, plinth beams, girders, bressumers and cantilevers.SR |
| 52 | Carriage of materials from source to road site of work by mechanical transport including loading, unloading and stacking. Cement and steel -Avg lead 40 kms |
| 53 | Sand and 20 mm crushed aggregrate.Avg lead 150 kms. |
| 54 | Crushed aggregrate 40 mm nominal size. Avg. lead 25 kms |
| 55 | Carriage of materials from dumping site to actual site of work including loading , unloading and stacking etc. complete by manual labour for an average lead of 2000 metres. Steel/pipes |
| 56 | Cement (for an average lead of 2000 metres) |
| 57 | Sand/aggregrates(20 mm nom. Size) (for an average lead of 2000 metres) |
| 58 | Aggregrates(40 mm nom. Size) (for an average lead of 2000 metres) |
| 59 | Carriage of materials from divisional store/source to actual site of work by mechanical transport including loading ,unloading and stacking,complete.Pipes Avg lead 40kms Please Enable Macros to View BoQ information |
