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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAccepted-AOC | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹41.0 L+₹5.1 L (14.1%)Rejected-Finance M 78 GARU HARKISHAN NAGAR PASCHIM VIHAR NEW DELHI 110087 | NEW DELHI | WEST DELHI | DELHI | 110087 | L2 | Rejected-Finance Not Found in order | |
| 3 | L3₹41.7 L+₹5.7 L (16.0%)Rejected-Finance | L3 | Rejected-Finance Not Found in order | |
| 4 | L4₹42.9 L+₹6.9 L (19.3%)Rejected-Finance FLAT NO 151 BLOCK NO 1 DIAMOND SQUARE CGHS LTD PLOT NO 13A SECTOR 6 DWARKA NEW DELHI 110075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | L4 | Rejected-Finance Not Found in order | |
| 5 | L5₹44.5 L+₹8.5 L (23.6%)Rejected-Finance BUILDING NO FLAT NO 19 6TH CROSS ROAD SANJEEVINI NAGAR MUDALAPALYA BANGALORE 560072 | BANGALORE | BANGALORE | KARNATAKA | 560072 | L5 | Rejected-Finance Not Found in order |
| Sl No | Description | Qty | Unit | Tushar engineers L7 | Rahul Enterprises L5 | HARICHAND CONSTRUCTION L1 | BRIJ MOHAN LAL AND CO. L4 | M/s Naresh Kumar Gupta & Co. L6 | SALUJA CONSTRUCTION CO L2 | MAHABIR SINGH L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 70 | SQM | 2,000 ₹1,40,000 | 39 ₹2,730 | 120 ₹8,400 | 15 ₹1,050 Lowest | 232 ₹16,240 | 30 ₹2,100 | 26 ₹1,820 |
| 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. | 210 | CUM | 390 ₹81,900 | 290 ₹60,900 | 299 ₹62,790 | 150 ₹31,500 | 290 ₹60,900 | 150 ₹31,500 | 140 ₹29,400 Lowest |
| 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. | 190 | CUM | 500 ₹95,000 | 390 ₹74,100 | 299 ₹56,810 | 150 ₹28,500 Lowest | 290 ₹55,100 | 250 ₹47,500 | 310 ₹58,900 |
| 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. | 60 | CUM | 500 ₹30,000 | 900 ₹54,000 | 299 ₹17,940 | 210 ₹12,600 Lowest | 322 ₹19,320 | 400 ₹24,000 | 390 ₹23,400 |
| 5.00 | Removing excavated soft soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. | 350 | CUM | 400 ₹1,40,000 | 90 ₹31,500 | 350 ₹1,22,500 | 50 ₹17,500 Lowest | 150 ₹52,500 | 63 ₹22,050 | 250 ₹87,500 |
| 6.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc. 25 cms complete all as specified and directed. | 10 | CUM | 400 ₹4,000 | 90 ₹900 | 150 ₹1,500 | 20 ₹200 Lowest | 140 ₹1,400 | 25 ₹250 | 20 ₹200 Lowest |
| 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. | 40 | CUM | 1,200 ₹48,000 | 1,990 ₹79,600 | 3,500 ₹1,40,000 | 1,100 ₹44,000 Lowest | 1,539 ₹61,560 | 1,200 ₹48,000 | 1,245 ₹49,800 |
| 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 | 40 | CUM | 1,200 ₹48,000 | 4,590 ₹1,83,600 | 3,500 ₹1,40,000 | 1,100 ₹44,000 Lowest | 1,929 ₹77,160 | 1,200 ₹48,000 | 1,255 ₹50,200 |
| 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 | 40 | CUM | 1,600 ₹64,000 | 3,290 ₹1,31,600 | 2,500 ₹1,00,000 | 1,190 ₹47,600 Lowest | 2,192 ₹87,680 | 1,500 ₹60,000 | 1,490 ₹59,600 |
| 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 | 320 | RM | 4,000 ₹12,80,000 | 2,590 ₹8,28,800 | 1,500 ₹4,80,000 Lowest | 2,000 ₹6,40,000 | 2,488 ₹7,96,160 | 2,500 ₹8,00,000 | 2,640 ₹8,44,800 |
Tender Value
₹42.8 L
EMD Value
₹85,560
Closing Date
23 Jun 2026, 6:00 pmClosed
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
PROVN OF RAIN WATER HARVESTING PIT AT SHANKAR VIHAR AND CONNECTED AREAS UNDER GE U WATER SUPPLY DELHI CANTT 10
2026_MES_769184_1
GE/WS/Token No-09 OF 2026-27
Open Tender
Civil Works
Item Rate
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
₹85,560
Yes
27 Jul 2026
2 Jun 2026
25 Jun 2026
2 Jun 2026
23 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil, complete all as specified and directed. | 70 | SQM | 22 | ₹1,540 |
| 2 | 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. | 210 | CUM | 23 | ₹4,830 |
| 3 | 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. | 190 | CUM | 23 | ₹4,370 |
| 4 | 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. | 60 | CUM | 24 | ₹1,440 |
| 5 | Removing excavated soft soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. | 350 | CUM | 22 | ₹7,700 |
| 6 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc. 25 cms complete all as specified and directed. | 10 | CUM | 23 | ₹230 |
| 7 | 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. | 40 | CUM | 22 | ₹880 |
| 8 | 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 | 40 | CUM | 23 | ₹920 |
| 9 | 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 | 40 | CUM | 23 | ₹920 |
| 10 | 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 | 320 | RM | 23 | ₹7,360 |
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