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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC M 78 GARU HARKISHAN NAGAR PASCHIM VIHAR NEW DELHI 110087 | NEW DELHI | WEST DELHI | DELHI | 110087 | ₹10.6 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹10.8 L+₹16,090.06 (1.51%)Rejected-Finance B 11 SCHOOL ROAD UTTAM NAGAR NEW DELHI 110059 | NEW DELHI | DELHI | DELHI | 110059 | ₹10.8 L+₹16,090.06 (1.51%) | L2 | Rejected-Finance Not Found in Order |
| 3 | L3₹11.9 L+₹1.3 L (12.2%)Rejected-Finance RZ 140 A EAST SAGARPUR STREET NO 7 8 NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | ₹11.9 L+₹1.3 L (12.2%) | L3 | Rejected-Finance Not Found in Order |
| 4 | L4₹12.5 L+₹1.9 L (18.1%)Rejected-Finance RZ 18 260 WEST SAGARPUR NEAR MCD SCHOOL NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | ₹12.5 L+₹1.9 L (18.1%) | L4 | Rejected-Finance Not Found in Order |
| 5 | L5₹13.4 L+₹2.8 L (26.2%)Rejected-Finance BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | ₹13.4 L+₹2.8 L (26.2%) | L5 | Rejected-Finance Not Found in Order |
| Sl No | Description | Qty | Unit | Rahul Enterprises L5 | Deven Associates L3 | P S TRADERS L4 | M/s Naresh Kumar Gupta & Co. L2 | SALUJA CONSTRUCTION CO L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc.1.5m wide and not exc. 1.5m in depth for pipe line in soft/loose getting out and levelling of bottom surface to required level complete all as specified and directed. | 95 | SQM | 190 ₹18,050 | 149 ₹14,155 | 150 ₹14,250 | 122 ₹11,590 Lowest | 190 ₹18,050 |
| 2.00 | Excavation in trenches exc.1.5m and not exc.3m in wide and not exc. 3m in depth including getting out in soft/loose/hard soil complete all as specified and directed. | 95 | CUM | 290 ₹27,550 | 189 ₹17,955 | 90 ₹8,550 Lowest | 149 ₹14,155 | 110 ₹10,450 |
| 3.00 | Retuning filling in including spreading, levelling, watering and well ramming in layers not exc. 25Cms thick complete all as specified and directed. | 10 | CUM | 90 ₹900 Lowest | 99 ₹990 | 90 ₹900 Lowest | 120 ₹1,200 | 120 ₹1,200 |
| 4.00 | Removing of excavated material from site to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. | 180 | CUM | 90 ₹16,200 Lowest | 189 ₹34,020 | 100 ₹18,000 | 100 ₹18,000 | 100 ₹18,000 |
| 5.00 | Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2mm size complete all as specified and directed. | 15 | CUM | 2,900 ₹43,500 | 3,499 ₹52,485 | 970 ₹14,550 Lowest | 1,502 ₹22,530 | 2,300 ₹34,500 |
| 6.00 | Supply and filling /topping up coarse aggregate 40mm as screening material complete all as specified and directed. | 15 | CUM | 2,900 ₹43,500 | 3,599 ₹53,985 | 450 ₹6,750 Lowest | 1,392 ₹20,880 | 1,900 ₹28,500 |
| 7.00 | Supply and filling /topping up coarse aggregate 20mm as screening material complete all as specified and directed. | 15 | CUM | 2,290 ₹34,350 | 3,799 ₹56,985 | 450 ₹6,750 Lowest | 1,502 ₹22,530 | 2,000 ₹30,000 |
| 8.00 | M&L for mild steel TMT Bars, 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking end and binding with and including MS Wire (anneled) not less than 9mm dia or securing with clips complete all as specified and directed. | 455 | KG | 119 ₹54,145 | 89 ₹40,495 | 398 ₹1,81,090 | 88 ₹40,040 Lowest | 120 ₹54,600 |
| 9.00 | M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation , flooring sub base, complete all as specified and directed. | 3.53 | CUM | 4,590 ₹16,202.7 | 3,899 ₹13,763.47 Lowest | 4,550 ₹16,061.5 | 5,302 ₹18,716.06 | 6,500 ₹22,945 |
| 10.00 | M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggrergate crushed stone aggrtegate as in coping, grouting, MS frame made cut of angle iron, finished even and smooth without using extra cement as on brick work/flooring complete all as speficief and directed. | 4.5 | CUM | 5,290 ₹23,805 | 4,999 ₹22,495.5 Lowest | 6,500 ₹29,250 | 6,832 ₹30,744 | 9,000 ₹40,500 |
Tender Value
₹12.1 L
EMD Value
₹24,240
Closing Date
29 Apr 2026, 6:00 pmClosed
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
SPL REPAIR OF 03 X RAIN WATER HARVESTERS IN TECHNICAL AREA OF 505 ABW UNDER GE U WATER SUPPLY DELHI CANTT 10
2026_MES_759547_1
GE/WS/Token No-90 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
GE U WATER SUPPLY DELHI CANTT 10
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE U WATER SUPPLY DELHI CANTT 10
₹24,240
Yes
12 Jun 2026
8 Apr 2026
2 May 2026
8 Apr 2026
29 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in trenches not exc.1.5m wide and not exc. 1.5m in depth for pipe line in soft/loose getting out and levelling of bottom surface to required level complete all as specified and directed. | - | SQM | - | - |
| - | Excavation in trenches exc.1.5m and not exc.3m in wide and not exc. 3m in depth including getting out in soft/loose/hard soil complete all as specified and directed. | - | CUM | - | - |
| - | Retuning filling in including spreading, levelling, watering and well ramming in layers not exc. 25Cms thick complete all as specified and directed. | - | CUM | - | - |
| - | Removing of excavated material from site to a distance not exc 50m away and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. | - | CUM | - | - |
| - | Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2mm size complete all as specified and directed. | - | CUM | - | - |
| - | Supply and filling /topping up coarse aggregate 40mm as screening material complete all as specified and directed. | - | CUM | - | - |
| - | Supply and filling /topping up coarse aggregate 20mm as screening material complete all as specified and directed. | - | CUM | - | - |
| - | M&L for mild steel TMT Bars, 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking end and binding with and including MS Wire (anneled) not less than 9mm dia or securing with clips complete all as specified and directed. | - | KG | - | - |
| - | M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation , flooring sub base, complete all as specified and directed. | - | CUM | - | - |
| - | M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggrergate crushed stone aggrtegate as in coping, grouting, MS frame made cut of angle iron, finished even and smooth without using extra cement as on brick work/flooring complete all as speficief and directed. | - | CUM | - | - |
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