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| 1 | DRINKING WATER |
| 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 | 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 |
| 5 | 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 sourcesderived from natural sources: 3 graded stone aggregate 20 mm nominal sizederived from natural sourcesderived from natural sources) |
| 6 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 7 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 8 | 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 |
| 9 | 16.3.7:Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B) |
| 10 | OD189006/2025-2026:Supplying and erecting open well submersible pump with motor using best quality, ISImarkedmotor and pump to suit the well, including cost of column pipe(UPVC), UG cable, Nylon rope, and allother fitting to including panel board etc and all charges for conveyance of materials, labour, and cost ofwiring (KSEBcharges for electrical connection paid seperately) etc. complete. |
| 11 | OD189007/2025-2026::Supply and errect ready made ferrocement pump house of size 1.5x1.5x2.1m withfollowing specificationRCC post shall be fixed in PCC 1:3:6 of size 45x45x45cm, foundation alround withsolid block masonry with CM 1:6bof 30x40cm size ferrocement wall of 1.5mx2.1m of thickness 25mm ,ferrocement traingular type roof made of ferrocement slab of thickness 25mm, MS door of size 75x210cmwith 1mm thick MS sheet and suitable GI frames and painting with two coats of synthetic enamel paint over acoat of iron primer with suitable locking arrangement and a pad lock of 5 lever , MS ventilator of size60x40cm, flooring with cc 1:4:8 75mm thick and plastered over 12mm thick cement plaster 1:4 and neatcement flushing coat and all wall surfaces and roof shall be painted with two coats of exterior emulsion paintover coat of primer. |
| 12 | 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 |
| 13 | 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) |
| 14 | 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 sizederived from natural sources) |
| 15 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 16 | 50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 |
| 17 | 50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2 |
| 18 | 50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2 |
| 19 | 18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore |
| 20 | 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 21 | 18.19.4.1:Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal |
| 22 | 18.59.1:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia |
