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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAccepted-AOC RZ 17B STREET NO 30 INDIRA PARK PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | ₹27.1 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹28.9 LRejected-Finance M 78 GARU HARKISHAN NAGAR PASCHIM VIHAR NEW DELHI 110087 | NEW DELHI | WEST DELHI | DELHI | 110087 | ₹28.9 L | L2 | Rejected-Finance Not L1 Bidder |
| 3 | L3₹31.0 LRejected-Finance RZ 140 A EAST SAGARPUR STREET NO 7 8 NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | ₹31.0 L | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹31.3 LRejected-Finance B 11 SCHOOL ROAD UTTAM NAGAR NEW DELHI DELHI 110059 UDYAM DL 11 0049695 | WEST DELHI | DELHI | 110059 | ₹31.3 L | L4 | Rejected-Finance Not L1 Bidder |
| 5 | L5₹31.4 LRejected-Finance 1 225 5 6 SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | ₹31.4 L | L5 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | Rahul Enterprises L6 | Deven Associates L3 | M P TYAGI ENGINEERS AND CONTRACTORS L5 | M/s Naresh Kumar Gupta & Co. L4 | sumit associates L1 | SALUJA CONSTRUCTION CO L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed. | 30 | SQM | 29 ₹870 | 79 ₹2,370 | 29 ₹870 | 128 ₹3,840 | 20 ₹600 | 50 ₹1,500 |
| 2.00 | Excavation in trenches not exc. 1.5 m wide and not exceeding 1.5 mtr in depth for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc. n.exc 10 sqm on plan in soft/loose soil and getting out, complete all as specified and directed. | 180 | CUM | 190 ₹34,200 | 159 ₹28,620 | 199 ₹35,820 | 220 ₹39,600 | 140 ₹25,200 | 320 ₹57,600 |
| 3.00 | Excavation in trenches not exc. 1.5 m wide and exceeding 1.5 mtr deep but not exc 3.0 mtr deep in hard/dense soil and getting out for shafts, wells, cesspits, manholes pier holes, cables, pipe etc, complete all as sopecified and directed. | 180 | CUM | 290 ₹52,200 | 219 ₹39,420 | 249 ₹44,820 | 230 ₹41,400 | 240 ₹43,200 | 800 ₹1.4 L |
| 4.00 | Excavation in trenches exceeding 3.0 mtr deep in hard rock and getting out for shafts, wells, cesspits, manholes, pier holes, cable, pipe etc, complete all as specified and directed. | 30 | CUM | 690 ₹20,700 | 499 ₹14,970 | 299 ₹8,970 | 239 ₹7,170 | 650 ₹19,500 | 3,000 ₹90,000 |
| 5.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc. 25 cms complete all as specified and directed. | 360 | CUM | 90 ₹32,400 | 69 ₹24,840 | 29 ₹10,440 | 299 ₹1.1 L | 50 ₹18,000 | 300 ₹1.1 L |
| 6.00 | Removal of excavated rock to a distance exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. | 30 | CUM | 90 ₹2,700 | 119 ₹3,570 | 39 ₹1,170 | 129 ₹3,870 | 80 ₹2,400 | 400 ₹12,000 |
| 7.00 | Material and labour for brick aggregate of size 40mm to 63mm. The first layer in rain harvesting pit is to be provided with brick aggregate and to be provided in the layer upto 400 mm. | 36 | CUM | 1,590 ₹57,240 | 5,299 ₹1.9 L | 999 ₹35,964 | 1,522 ₹54,792 | 1,500 ₹54,000 | 600 ₹21,600 |
| 8.00 | Material and labour for gravells 05-10mm to be provided for second layer of rain water harvesting pit is to be provided upto the layer of 400 mm | 36 | CUM | 3,690 ₹1.3 L | 4,199 ₹1.5 L | 1,999 ₹71,964 | 1,943 ₹69,948 | 1,200 ₹43,200 | 200 ₹7,200 |
| 9.00 | Material and labour for filling sand in the third layer of rain water harvesting pit. The second partical should be of size 1.5 to 5mm to be provided in the layer upto 400mm thick | 36 | CUM | 2,900 ₹1.0 L | 1,299 ₹46,764 | 2,999 ₹1.1 L | 1,293 ₹46,548 | 1,200 ₹43,200 | 1,600 ₹57,600 |
| 10.00 | Trial bore of 200mm dia upto 200 mtr deep below the ground level in any kind of soil /strata incl hard stone/boulders incl hard stone /boulders including electronic logging, MS Cap MS fit iron clamp, reducing socket etc | 240 | RM | 2,290 ₹5.5 L | 2,299 ₹5.5 L | 2,999 ₹7.2 L | 1,922 ₹4.6 L | 1,950 ₹4.7 L | 2,000 ₹4.8 L |
Tender Value
₹32.0 L
EMD Value
₹63,980
Closing Date
29 Apr 2026, 6:00 pmClosed
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
PROVN OF RAIN WATER HARVESTING SCHEME ALONGWITH ALLIED INFRA AT 180 OR BANA SINGH ENCLAVE 18 GRENADIERS MD ACCN UNDER GE U WATER SUPPLY DELHI CANTT 10
2026_MES_759536_1
GE/WS/Token No-86 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
₹63,980
Yes
20 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 |
|---|---|---|---|---|---|
Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed. | - | SQM | - | - | |
Excavation in trenches not exc. 1.5 m wide and not exceeding 1.5 mtr in depth for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc. n.exc 10 sqm on plan in soft/loose soil and getting out, complete all as specified and directed. | - | CUM | - | - | |
Excavation in trenches not exc. 1.5 m wide and exceeding 1.5 mtr deep but not exc 3.0 mtr deep in hard/dense soil and getting out for shafts, wells, cesspits, manholes pier holes, cables, pipe etc, complete all as sopecified and directed. | - | CUM | - | - | |
Excavation in trenches exceeding 3.0 mtr deep in hard rock and getting out for shafts, wells, cesspits, manholes, pier holes, cable, pipe etc, complete all as specified and directed. | - | CUM | - | - | |
Returning filling in including spreading, levelling, watering and well ramming in layers not exc. 25 cms complete all as specified and directed. | - | CUM | - | - | |
Removal of excavated rock to a distance exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. | - | CUM | - | - | |
Material and labour for brick aggregate of size 40mm to 63mm. The first layer in rain harvesting pit is to be provided with brick aggregate and to be provided in the layer upto 400 mm. | - | CUM | - | - | |
Material and labour for gravells 05-10mm to be provided for second layer of rain water harvesting pit is to be provided upto the layer of 400 mm | - | CUM | - | - | |
Material and labour for filling sand in the third layer of rain water harvesting pit. The second partical should be of size 1.5 to 5mm to be provided in the layer upto 400mm thick | - | CUM | - | - | |
Trial bore of 200mm dia upto 200 mtr deep below the ground level in any kind of soil /strata incl hard stone/boulders incl hard stone /boulders including electronic logging, MS Cap MS fit iron clamp, reducing socket etc | - | RM | - | - |
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