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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.9 LAccepted-AOC | ₹24.9 L | 1 | Accepted-AOC l1 |
| 2 | 2₹25.3 LRejected-Finance 21 SARSWATIPURAM KHARGAPUR GOMTI NAGAR LUCKNOW 226010 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹25.3 L | 2 | Rejected-Finance L2 |
| 3 | Rejected-Technical RAMNAGAR BAZAR KALAN DISTRICT KANNAUJ | KANNAUJ | UTTAR PRADESH | - | - | Rejected-Technical as per NIT |
| 4 | Rejected-Technical MOHANLALGANJ LUCKNOW UTTAR PRADESH | LUCKNOW | UTTAR PRADESH | 226001 | - | - | Rejected-Technical as per NIT |
| Sl No | Description | Qty | Unit | M/s RATHAUR CONSTRUCTION L2 | M/S M. K. CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed 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 Engineer-in-charge, upto 90 metre depth below ground level. All types of soil. 350 mm Dia | 400 | Meter | 610 ₹2,44,000 | 609 ₹2,43,600 Lowest |
| 2.00 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized 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. 150 mm nominal size dia. | 325 | Meter | 630 ₹2,04,750 | 624 ₹2,02,800 Lowest |
| 3.00 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. | 350 | Meter | 640 ₹2,24,000 | 637 ₹2,22,950 Lowest |
| 4.00 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 2.4 | M³ | 1,300 ₹3,120 | 1,192 ₹2,860.8 Lowest |
| 5.00 | 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. | 15 | M³ | 1,400 ₹21,000 | 1,214 ₹18,210 Lowest |
| 6.00 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. | 4.5 | M³ | 1,500 ₹6,750 | 1,214 ₹5,463 Lowest |
| 7.00 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | 67.5 | M³ | 1,600 ₹1,08,000 | 1,590 ₹1,07,325 Lowest |
| 8.00 | Providing fixing and wrapping Geotextile 120 gram per sqm membrane around the strainer pipe including the cost of labour, material etc. All complete as per direction of Engineer-in-charge. | 348.85 | M² | 22 ₹7,674.7 | 21 ₹7,325.85 Lowest |
| 9.00 | 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. | 325 | Hour | 860 ₹2,79,500 | 857 ₹2,78,525 Lowest |
| 10.00 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia | 5 | No | 195 ₹975 | 194 ₹970 Lowest |
Tender Value
₹25.5 L
EMD Value
₹50,909
Closing Date
6 Feb 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, LUCKNOW DIVISION SHARDA NAHAR, Sarojini Naidu Marg Lucknow
Water Harvesting in residence no-2, 2A, 17, 23 and Field Hostel Canal Colony Cantt Road Lucknow. Lot-01
2026_UPIDC_1103408_5
14/EE/2025-26
Open Tender
Civil Works
Item Rate
45 days
Canal Colony Catt Road Lucknow
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
₹50,909
Yes
6 Aug 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed 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 Engineer-in-charge, upto 90 metre depth below ground level. All types of soil. 350 mm Dia | 400 | Meter | - | - |
| 2 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized 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. 150 mm nominal size dia. | 325 | Meter | - | - |
| 3 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. | - | Meter | - | - |
| 4 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 2.4 | M³ | - | - |
| 5 | 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. | 15 | M³ | - | - |
| 6 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge. | 4.5 | M³ | - | - |
| 7 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | 67.5 | M³ | - | - |
| 8 | Providing fixing and wrapping Geotextile 120 gram per sqm membrane around the strainer pipe including the cost of labour, material etc. All complete as per direction of Engineer-in-charge. | 348.85 | M² | - | - |
| 9 | 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. | 325 | Hour | - | - |
| 10 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia | 5 | No | - | - |
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