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| 1 | Construction of well |
| 2 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 3 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 4 | OD215456/2025-2026:Extra for additional lift 1.5 m or part there from 3.0 m to 4.50 m of in excavation/banking excavated or stacked materials. |
| 5 | OD215539/2025-2026:Extra for additional lift 1.5 m or part there from 4.50 m to 6.0 m of in excavation/banking excavated or stacked materials. |
| 6 | OD215538/2025-2026:Extra for additional lift 1.5 m or part there from 6.0 m to 7.50 m of in excavation/banking excavated or stacked materials. |
| 7 | OD215537/2025-2026:Extra for additional lift 1.5 m or part there from 7.50 m to 9.0 m of in excavation/banking excavated or stacked materials. |
| 8 | OD228877/2025-2026:Extra for additional lift 1.5 m or part there from 9.00 m to 10.5 m of in excavation/banking excavated or stacked materials. |
| 9 | OD228876/2025-2026:Extra for additional lift 1.5 m or part there from 10.50 m to 12.00 m of in excavation/banking excavated or stacked materials. |
| 10 | OD228875/2025-2026:Extra for additional lift 1.5 m or part there from 12.00m to 13.50 m of in excavation/banking excavated or stacked materials. |
| 11 | OD228874/2025-2026:Extra for additional lift 1.5 m or part there from 13.50m to 15.00 m of in excavation/banking excavated or stacked materials. |
| 12 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete |
| 13 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 14 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources) |
| 15 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 16 | OD216568/2025-2026:Laterate dry masonry with neatly dressed stone of size 35x20x20 cm or nearest size for well lining including cost and conveyance of all materials and all labour charges etc.complete. (modified 50.6.7.1 with additional labour for Dressing and lifting ) |
| 17 | OD228805/2025-2026:Laterate dry masonry with neatly dressed stone of size 35x20x20 cm or nearest size for well lining including cost and conveyance of all materials and all labour charges etc.complete. (modified 50.6.7.1 with additional labour for Dressing and lifting ) |
| 18 | 10.25.2:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 19 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 20 | OD228942/2025-2026:Laterate dry masonry with neatly dressed stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including cost and conveyance of all materials and all labour charges etc.complete. (50.6.7.1DAR) |
| 21 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 22 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 23 | 16.21:Engraving letters in hard stone |
| 24 | 16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm. |
| 25 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 26 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 27 | 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. |
| 28 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work Please Enable Macros to View BoQ information |