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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-Finance | ₹7.1 L | L1 | Accepted-Finance Lowest Belo |
| 2 | L2₹7.1 LAccepted-Finance | ₹7.1 L | L2 | Accepted-Finance Not Lowest Belo |
Tender Value
₹7.1 L
EMD Value
₹14,280
Closing Date
1 May 2026, 2:00 pmClosed
Executive Officer
Nagar Panchayat Rajapur Chitrakoot
Nagar Panchayat Rajapur ward no 03 Goswami nagar me samarsebil, plastik pipe line, fiting nal fiting, pani ki tanki (5000 litter) lagane ka karya avam varsha jal sanchayan ka karya
2026_DOLBU_1135673_14
13/NPR/09.04.2026
Open Tender
Civil Works
60 days
NP Rajapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,685
Executive Officer
₹14,280
16 May 2026
13 Apr 2026
1 May 2026
13 Apr 2026
1 May 2026
13 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable methodprescribed in IS: 2800 (part I), including collecting samples from different strata,preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of ngineer-in-charge, upto 90 metre depth below ground level. DSR - 23.1.1.1 | - | Rmt | - | - |
| 2 | Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized 150 mm dia PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.DSR - 23.3. | - | Rmt | - | - |
| 3 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.DSR - 23.6 | - | Cum | - | - |
| 4 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR 23.12 | - | Hours | - | - |
| 5 | Supply and installation of 1.5 HP Submersible Pump of ISI mark . As per attached quatation from gem portal. | - | Job | - | - |
| 6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with | - | Rmt | - | - |
| 7 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. DSR 18.48 | - | Ltrs | - | - |
| 8 | Supply and assembling electricity cable, starter all T&P etcall and coveering box complete | - | Job | - | - |
| 9 | Steel 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. DSR 10.25.1 | - | Qtl | - | - |
| 10 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:(All kinds of soil)As per DSR-2.1.1 | - | Cum | - | - |
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