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| 1 | Construction of openwell dia 2.2m |
| 2 | OD175227/2025-2026:For conducting Soil test for Excavating well |
| 3 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 100.3.1.15:Earthwork in open well excavation (in or under 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 6.0m to 7.5m including neat banking. |
| 9 | 100.3.1.16:Earthwork in open well excavation (in or under 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. |
| 10 | 100.3.2.17:Earthwork in open well excavation (in or under water) for wells of diameter up to 2.50m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 9.00m to 10.50m including neat banking. |
| 11 | OD175226/2025-2026:Conveyance charges for disposing excavated soil to another place as per direction of officers in charge |
| 12 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. |
| 13 | OD175225/2025-2026:Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50 m and lift up to 9.0 m (7.5m to 9.0m) but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) |
| 14 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 15 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | 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 |
| 18 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 19 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 20 | 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. |
| 21 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 22 | OD175228/2025-2026:Supplying and Fixing iron grill for the protection of Well fixing over the wall |
| 23 | CONSTRUCTION OF PUMP HOUSE |
| 24 | 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 |
| 25 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock |
| 26 | 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) |
| 27 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 28 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge |
| 29 | 50.6.5.2:Hollow block masonry using pre cast blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete |
| 30 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 31 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 32 | 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 |
| 33 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 34 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 35 | 5.22A.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars |
| 36 | 9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood |
| 37 | 9.5.2.1:Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Kiln seasoned and chemically treated hollock wood35 mm thick shutters |
| 38 | 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. |
| 39 | 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) |
| 40 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 41 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing |
| 42 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 43 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 44 | 13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture |
| 45 | OD175315/2025-2026:Electrification charges for pump house including lights, meter board, DB and Earthing |
| 46 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 47 | PUMPSET & ACCESSORIES |
| 48 | OD175223/2025-2026:1. PumpDesign, supply, erection, testing, and commissioning of open well submersible pump sets from a KWA pre-qualified, reputed make. The pump shall be equipped with a bronze impeller, stainless steel (SS) shaft, and cast iron (CI) pump casing. It shall be mounted on a suitable base plate with coupling, coupling guard, bolts, nuts, and an FCMA starter, complete in all respects.? Discharge: 6 LPS? Total Head: 30 meters2. MotorSupply, erection, testing, and commissioning of a KWA pre-qualified, reputed make vertical solid shaft foot-mounted induction motor, suitable for operating the above pump. The motor shall operate on a 3-phase, 50 Hz AC supply, with a working voltage of 415 V and duty cycle S1. It shall conform to EEF1/IS 325 standards and include the provision of a suitable foundation. A solid coupling shall be used to connect the pump and motor.3. StarterSupply, erection, testing, and commissioning of a suitably rated, fully automatic star-delta starter with air brake contactor. The starter shall be suitable for the above motor and shall include:? Over-voltage and under-voltage protection? Single-phase preventer? Overload protection? Phase unbalance protection? Motor protection relayAll protections shall conform to IE rules and standard codes of practice.4. Control PanelSupply, erection, testing, and commissioning of a cubical-type, wall-mounted, MS-fabricated, dust- and vermin-proof control panel. The panel shall include:? 1 No. 100A, 35kA MCCB (Incomer)? 2 Nos. 63A, 35kA MCCBs (Outgoing)? Appropriately sized aluminum bus bars for interconnection? 3 Nos. indicator lamps? 1 No. voltmeter with selector switch? 1 No. ammeter with selector switchThe panel shall be equipped with a common earthing bus connected to all MCCBs in compliance with IE standards. It shall be mounted on a common base frame on a suitable foundation.5. CablingSupply, laying, testing, and commissioning of suitable size copper cables from the control panel to the starter and from the starter to the motor, considering energy efficiency and system load requirements.6. EarthingSupply of all materials and provision of double earthing for the motor, starter, and panel board. Earthing shall be done using suitable pipe/plate-type earthing and GI/copper strips buried in the ground, strictly conforming to IE standards.7. CapacitorSupply, erection, testing, and commissioning of an ultra-heavy-duty APP capacitor for power factor correction. The capacitor shall ensure a power factor above 0.95 and comply with IS 28348 standards.8. ValvesSupply of high-quality, heavy-duty, ISI-marked PN 1.6 CI double-flanged sluice and non-return valves of suitable size. Installation shall include RCC support, especially for the non-return valves.9. Pressure GaugeSupply and installation of a suitable pressure gauge with control valve.10. Suction and Delivery Pipe ConnectionsSupply and fitting of suitable size, high-quality GI/MS pipe with a shell thickness of not less than 8 mm for a total length of 15 meters. The pipe shall be compatible with the pump set and include all necessary flanges, nuts, bolts, IR sheets, etc., for proper connection to both suction and delivery sides.Scope includes:? Connection of suction pipe and valves? Delivery pipe with valves and specials for connection to the pumping main? Civil works including:o Foundation with bolts in CC 1:1.5:3 using 20 mm metalo Plasteringo Provision of cement and steelo All incidental works for satisfactory completion11. Documentation and Power AllocationPreparation of all necessary documents and submission to KSEB through a licensed electrician for obtaining power allocation to operate the pump sets. This includes all expenses related to document preparation and submission, excluding KSEB's power allocation charges.12. Erection and Trial RunErection of the motor and pump on suitable cement concrete/MS foundations with MS base plates and copper strips, as per relevant IS standards and IE rules. The system shall be commissioned with a trial run ensuring no interruption to the existing pumping arrangements. 13. WarrantyA comprehensive warranty of five (5) years shall be provided for the pump set, motor, and associated components.\\"Although the initial design has been prepared by this office, the contractor is advised to review and, if necessary, redesign the system and obtain approval from the competent authorities before execution.\\" |
| 49 | OD175224/2025-2026:suitable 4sqmm cable ISI marks for additional length |
| 50 | LAYING PUMPING MAIN , |
| 51 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 52 | OD175219/2025-2026:Dismantling manually/by mechanical means and disposal of unserviceable material with in 50meters lead as per direction of Engineer in charge |
| 53 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 54 | 100.98.428:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm. |
| 55 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 56 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore |
| 57 | 100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve. |
| 58 | 100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I. |
| 59 | 16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 60 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 61 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 62 | 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) |
| 63 | OD175221/2025-2026:Supplying and fixing of surface box and 160mm 6kg/cm2 PVC cover pipe for control valves and air valves |
| 64 | OD175220/2025-2026:Supplying and Fixing Granite stone for grooving name of work Please Enable Macros to View BoQ information |
