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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC 62 | LUCKNOW | UTTAR PRADESH | 226001 | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹46,707.21 (0.37%)Rejected-AOC 15 KASARAK MIRANPUR KATRA TILHAR SHAHJAHANPUR | SHAHJAHANPUR | UTTAR PRADESH | 242001 | ₹1.3 Cr+₹46,707.21 (0.37%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 Cr+₹92,081.18 (0.73%)Rejected-AOC MOHALLA BAZAR MIRANPUR KATRA SHAHJAHANPUR | SHAHJAHANPUR | UTTAR PRADESH | 242001 | ₹1.3 Cr+₹92,081.18 (0.73%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.4 Cr+₹17.7 L (14.0%)Rejected-AOC | ₹1.4 Cr+₹17.7 L (14.0%) | L4 | Rejected-AOC L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| Sl No | Description | Qty | Unit | JINDAL ASSOCIATES L3 | SHEELA ENTERPRISES L2 | VRIDHHI ENTERPRISES L1 | JEEVA GEO INFRATECH L4 |
|---|---|---|---|---|---|---|---|
| 1.00Contruction of Recharge PIT (5m*5m*3m) and Recharge Shaft(2m*2m*3m) | |||||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, 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. | 552.96 | sq. m | 8,294.4 ₹9,787.39 | 7,675.08 ₹9,056.6 Lowest | 7,741.44 ₹9,134.9 | 8,294.4 ₹9,787.39 |
| 2.00Earthwork in main outside chamber 5m*5m*3mm inside dimension including footing | |||||||
| 2.01 | "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." | 1,091.2 | cum | 4,30,740.29 ₹5,08,273.54 | 4,29,223.52 ₹5,06,483.75 | 4,25,568 ₹5,02,170.24 | 2,18,240 ₹2,57,523.2 Lowest |
| 3.00Outer RCC wall of 300 mm Footing Work | |||||||
| 3.01 | "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)" | 17.17 | cum | 92,541.49 ₹1,09,198.96 | 92,217.15 ₹1,08,816.24 | 91,516.1 ₹1,07,989 Lowest | 94,435 ₹1,11,433.3 |
| 3.02 | 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 34.34 | cum | 2,26,622.37 ₹2,67,414.4 | 2,25,827.74 ₹2,66,476.73 | 41,208 ₹48,625.44 Lowest | 2,74,720 ₹3,24,169.6 |
| 4.00outer main Concrete wall 300 mm of recharge pit | |||||||
| 4.01 | 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 114.48 | cum | 7,55,495.88 ₹8,91,485.14 | 7,52,846.81 ₹8,88,359.24 | 1,31,652 ₹1,55,349.36 Lowest | 10,99,008 ₹12,96,829.44 |
| 4.02 | Thermo-Mechanically Treated (TMT) Bars – Fe-500D or More | 8,986.68 | kg | 7,66,833.4 ₹9,04,863.41 | 7,64,137.4 ₹9,01,682.13 | 7,54,881.12 ₹8,90,759.72 | 6,29,067.6 ₹7,42,299.77 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.2 L
Closing Date
7 Apr 2026, 3:00 pmClosed
Director
Ground Water Department, Uttar Pradesh, Lucknow
Bids for Demonstrative Managed Aquifer Recharge (MAR) Project For the study conducted by NGRI, Hyderabad in the Ganga-Yamuna Doab (Kaushambi kanpur Stretch)
2026_GWDWB_1125210_1
1678/GWD/NMCG/2025-26
Open Tender
Civil Works - Others
Lump-sum
775 days
Kanpur
As per bid document
6 documents required · 6 mandatory
₹1,298
₹2.2 L
9 Sept 2026
16 Mar 2026
7 Apr 2026
16 Mar 2026
7 Apr 2026
24 Mar 2026
16 Mar 2026 - 24 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Contruction of Recharge PIT (5m*5m*3m) and Recharge Shaft(2m*2m*3m) | |||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, 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. | 552.96 | sq. m | 13.95 | ₹7,713.79 |
| 2Earthwork in main outside chamber 5m*5m*3mm inside dimension including footing | |||||
| 2.01 | "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." | 1,091.2 | cum | 395.33 | ₹4,31,384.1 |
| 3Outer RCC wall of 300 mm Footing Work | |||||
| 3.01 | "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)" | 17.17 | cum | 5,397.82 | ₹92,680.57 |
| 3.02 | 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 34.34 | cum | 6,609.28 | ₹2,26,962.68 |
| 4outer main Concrete wall 300 mm of recharge pit | |||||
| 4.01 | 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 114.48 | cum | 6,609.28 | ₹7,56,630.37 |
| 4.02 | Thermo-Mechanically Treated (TMT) Bars – Fe-500D or More | 8,986.68 | kg | 85.46 | ₹7,68,001.67 |
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