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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.6 LAccepted-AOC RZ 17B STREET NO 30 INDIRA PARK PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | ₹31.6 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹37.1 LRejected-Finance RZ 18 260 WEST SAGARPUR NEAR MCD SCHOOL NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | ₹37.1 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹40.5 LRejected-Finance B 11 SCHOOL ROAD UTTAM NAGAR NEW DELHI DELHI 110059 UDYAM DL 11 0049695 | WEST DELHI | DELHI | 110059 | ₹40.5 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹40.7 LRejected-Finance BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | ₹40.7 L | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L5₹41.3 LRejected-Finance M 78 GARU HARKISHAN NAGAR PASCHIM VIHAR NEW DELHI 110087 | NEW DELHI | WEST DELHI | DELHI | 110087 | ₹41.3 L | L5 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | Rahul Enterprises L4 | P S TRADERS L2 | Deven Associates L6 | M/s Naresh Kumar Gupta & Co. L3 | sumit associates L1 | SALUJA CONSTRUCTION CO L5 | M P TYAGI ENGINEERS AND CONTRACTORS L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area not exc.1.5m deep and getting out in any type of soil and getting out to required level complete all as specified and directed.
140+26 | 166 | CUM | 190 ₹31,540 | 220 ₹36,520 | 169 ₹28,054 | 189 ₹31,374 | 150 ₹24,900 | 150 ₹24,900 | 199 ₹33,034 |
| 2.00 | Excavation over area for additional 1.5m or part thereof in depth beyond the first 1.5 m in depth including getting out in any type of soil complete all as specified and directed.
140+60 | 200 | CUM | 290 ₹58,000 | 325 ₹65,000 | 189 ₹37,800 | 219 ₹43,800 | 240 ₹48,000 | 500 ₹1 L | 199 ₹39,800 |
| 3.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc. 25 cms complete all as specified and directed.
35+4 | 39 | CUM | 90 ₹3,510 | 150 ₹5,850 | 49 ₹1,911 | 128 ₹4,992 | 50 ₹1,950 | 50 ₹1,950 | 29 ₹1,131 |
| 4.00 | Removing of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exc 1.5m above from starting point complete all as specified and directed.
245+82 | 327 | CUM | 90 ₹29,430 | 250 ₹81,750 | 119 ₹38,913 | 120 ₹39,240 | 80 ₹26,160 | 50 ₹16,350 | 29 ₹9,483 |
| 5.00 | Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2 mm size complete all as per existing site specified and directed. | 28 | CUM | 2,290 ₹64,120 | 2,200 ₹61,600 | 3,999 ₹1.1 L | 1,928 ₹53,984 | 900 ₹25,200 | 2,000 ₹56,000 | 1,999 ₹55,972 |
| 6.00 | Supply and filling coarse sand in bottom of recharge chamber 10 to 12.5 mm size complete all as per existing site specified and directed. | 8 | CUM | 2,490 ₹19,920 | 2,200 ₹17,600 | 3,899 ₹31,192 | 1,790 ₹14,320 | 900 ₹7,200 | 2,000 ₹16,000 | 1,999 ₹15,992 |
| 7.00 | Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and directed.
28+8 | 36 | CUM | 3,290 ₹1.2 L | 2,200 ₹79,200 | 3,589 ₹1.3 L | 1,590 ₹57,240 | 700 ₹25,200 | 2,000 ₹72,000 | 1,999 ₹71,964 |
| 8.00 | Supply and filling/topping up coarse aggregate 20 mm as screening material complete all as specified and directed.
28+8 | 36 | CUM | 3,290 ₹1.2 L | 2,200 ₹79,200 | 3,699 ₹1.3 L | 2,192 ₹78,912 | 850 ₹30,600 | 2,000 ₹72,000 | 1,999 ₹71,964 |
| 9.00 | M & L TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for calumns hooking encl and binding with and including mild steel wire (annealed) not less than 9 mm dia or scuring with clips complete all as specified.
525+160 | 685 | KG | 119 ₹81,515 | 110 ₹75,350 | 149 ₹1.0 L | 92 ₹63,020 | 98 ₹67,130 | 120 ₹82,200 | 149 ₹1.0 L |
| 10.00 | Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded stone) aggregate as in foundation, flooring sub base complete all as specified and as directed at site by the Engineer-in-Charge.
10.50+3 | 13.5 | CUM | 4,390 ₹59,265 | 3,500 ₹47,250 | 4,599 ₹62,086.50 | 4,800 ₹64,800 | 4,900 ₹66,150 | 5,500 ₹74,250 | 4,999 ₹67,486.50 |
Updated dates
Tender Value
₹41.6 L
EMD Value
₹83,134
Closing Date
29 Apr 2026, 6:00 pmClosed
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
PROVN OF 07 NO RAIN WATER HARVESTING AT SANJAY VIHAR AND BUILDING NO P 19 AT C.O ECHS UNDER GE U WATER SUPPLY DELHI CANTT 10
2026_MES_758641_1
GE/WS/Token No-85 OF 2025-26
Open Tender
Civil Works
180 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
₹83,134
Yes
19 Jun 2026
30 Mar 2026
1 May 2026
30 Mar 2026
29 Apr 2026
14 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation over area not exc.1.5m deep and getting out in any type of soil and getting out to required level complete all as specified and directed.
140+26 | - | CUM | - | - | |
Excavation over area for additional 1.5m or part thereof in depth beyond the first 1.5 m in depth including getting out in any type of soil complete all as specified and directed.
140+60 | - | CUM | - | - | |
Returning filling in including spreading, levelling, watering and well ramming in layers not exc. 25 cms complete all as specified and directed.
35+4 | - | CUM | - | - | |
Removing of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exc 1.5m above from starting point complete all as specified and directed.
245+82 | - | CUM | - | - | |
Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2 mm size complete all as per existing site specified and directed. | - | CUM | - | - | |
Supply and filling coarse sand in bottom of recharge chamber 10 to 12.5 mm size complete all as per existing site specified and directed. | - | CUM | - | - | |
Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and directed.
28+8 | - | CUM | - | - | |
Supply and filling/topping up coarse aggregate 20 mm as screening material complete all as specified and directed.
28+8 | - | CUM | - | - | |
M & L TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for calumns hooking encl and binding with and including mild steel wire (annealed) not less than 9 mm dia or scuring with clips complete all as specified.
525+160 | - | KG | - | - | |
Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded stone) aggregate as in foundation, flooring sub base complete all as specified and as directed at site by the Engineer-in-Charge.
10.50+3 | - | CUM | - | - |
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