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| 1 | CIVIL WORKS |
| 2 | 100.3.1.1:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking. |
| 3 | 100.3.1.2:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5m to 3.0m including neat banking. |
| 4 | 100.3.1.3:Earthwork in open well excavation (above water) for wells of diameter up to 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.5m including neat banking. |
| 5 | 100.3.1.4:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 4.5m to 6.0m including neat banking. |
| 6 | 100.3.1.5:Earthwork in open well excavation (above water) for wells of diameter up to 2.50 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.5m including neat banking. |
| 7 | 100.3.1.6:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 7.5m to 9.0m including neat banking. |
| 8 | 100.3.1.7:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 9.0m to 10.5m including neat banking. |
| 9 | 100.3.1.8:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 10.5m to 12.0m including neat banking. |
| 10 | 100.3.1.9:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 12.00m to 13.50m including neat banking. |
| 11 | 100.3.1.10:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 13.50m to 15.00m including neat banking. |
| 12 | OD30909/2026-2027:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 15.00 m to 16.5 m including neat banking. |
| 13 | OD30914/2026-2027:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 16.50 m to 18.0 0m including neat banking. |
| 14 | OD30915/2026-2027:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 18.00 m to 19.50 m including neat banking. |
| 15 | OD30920/2026-2027:Earthwork in open well excavation (above water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 19.50 m to 21.00m including neat banking. |
| 16 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 17 | 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) |
| 18 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 19 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 20 | 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 |
| 21 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 22 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | 10.25.1: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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 24 | 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 |
| 25 | OD420558/2025-2026:Supplying, laying and jointing 32mm dia (6kg/cm2) HDPE pipe for water line from bore well pump to surface inside the bore including all fitting charges etc complete or above dia PVC casing (ISI marked) and labour charges of conveyance to site etc. |
| 26 | OD420560/2025-2026:Supply and fixing 32 mm dia PVC valve Gain/equivalent etc complete |
| 27 | 50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall |
| 28 | ELECTRICAL WORKS |
| 29 | 1.17.12:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm |
| 30 | 1.21.1:Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm |
| 31 | 1.27.1:Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.1 or 2 Module (75mmX75mm) |
| 32 | 2.10.1:Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, \\"\\"C\\"\\" curve, miniaturecircuit breaker suitable for inductive load of following poles in the existing MCBDB complete with connections, testing and commissioning etc. as required.Single pole |
| 33 | 90.10.3.15:Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant )32A DP switch with indicator |
| 34 | OD420614/2025-2026:Supply and laying of 3 core 2.5 sq.mm flat Submersible cable: Supplying and laying PVC Insulated and sheathed 3 core 2.5 sq.mm flat submersible cable with annealed plain electrolytic copper conductor as per IS 8130/1934 insulated and sheathed with electrical grade PVC compound as per IS 5831/1984 generally conforming to IS 694/1990, including all minor civil works such as chipping of floor / chasing of walls etc. making good the damages and giving connections, as required. |
| 35 | OD420615/2025-2026:SITC of 1.5 HP submersible pumpset : Supplying, erection, testing and commissioning of 1.5 HP submersible pumpset suitable for operation on 240V, 50Hz single phase AC supply with control panel and all accessories and giving connection etc. as required. Please Enable Macros to View BoQ information |