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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.2 LAccepted-AOC | L1 | Accepted-AOC Being L1 Bidder | |
| 2 | L2₹36.2 L+₹2.0 L (5.75%)Rejected-Finance RZ 17B GALI NO 30 INDIRA PARK PALAM COLONY NEAR PARVATI GENERAL STORE | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹36.3 L+₹2.1 L (6.04%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹37.2 L+₹3.0 L (8.73%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | L5₹39.6 L+₹5.4 L (15.8%)Rejected-Finance RZF 498 MG MARG RAJ NAGAR II PALAM DELHI CANTT 110077 | NEW DELHI | DELHI | 110077 | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | MRITUNJYA ASSOCIATES L5 | HARICHAND CONSTRUCTION L4 | M/s SAAR ENGINEERS L3 | DHARYA ENTERPRISES L2 | M/s Vijay Enterprises L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over area not exc 1.5 m deep and getting out in soft/loose/hard soil, getting out to required level all as specified and as directed by Engineer-in-Charge | 180 | CUM | 449 ₹80,820 | 199 ₹35,820 | 299 ₹53,820 | 120 ₹21,600 Lowest | 250 ₹45,000 |
| 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 soft/loose/ Hard soil complete all as specified and directed. | 180 | CUM | 499 ₹89,820 | 299 ₹53,820 | 348 ₹62,640 | 180 ₹32,400 Lowest | 300 ₹54,000 |
| 3.00 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge | 45 | CUM | 99 ₹4,455 | 199 ₹8,955 | 148 ₹6,660 | 50 ₹2,250 Lowest | 100 ₹4,500 |
| 4.00 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge. | 315 | CUM | 99 ₹31,185 Lowest | 150 ₹47,250 | 299 ₹94,185 | 100 ₹31,500 | 200 ₹63,000 |
| 5.00 | Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2mm size complete all as per existing site specified and directed. | 36 | CUM | 2,749 ₹98,964 | 2,000 ₹72,000 | 1,999 ₹71,964 | 1,200 ₹43,200 Lowest | 1,500 ₹54,000 |
| 6.00 | Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and direcetd. | 36 | CUM | 2,749 ₹98,964 | 2,000 ₹72,000 | 2,345 ₹84,420 | 1,200 ₹43,200 Lowest | 2,000 ₹72,000 |
| 7.00 | Supply and filling/topping up coarse aggregate 20 mm as screening material complete all as specified and direcetd. | 36 | CUM | 2,749 ₹98,964 | 2,000 ₹72,000 | 2,345 ₹84,420 | 1,200 ₹43,200 Lowest | 2,000 ₹72,000 |
| 8.00 | 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. | 675 | KG | 99 ₹66,825 | 99 ₹66,825 | 114 ₹76,950 | 95 ₹64,125 Lowest | 110 ₹74,250 |
| 9.00 | 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. | 13.5 | CUM | 2,999 ₹40,486.5 | 2,500 ₹33,750 Lowest | 3,132 ₹42,282 | 4,500 ₹60,750 | 3,500 ₹47,250 |
| 10.00 | Material and labour for PCC (1:2:4) type B-I (with 20 mm graded aggregate) as in coping, grouting, MS frame made out of angle iron, finished even and mooth without using extra cement as on brick work/flooring complete all as specified and as directed at site by the Engineer-in-Charge. | 9 | CUM | 5,999 ₹53,991 | 5,000 ₹45,000 | 4,688 ₹42,192 Lowest | 5,000 ₹45,000 | 6,500 ₹58,500 |
Tender Value
₹41.6 L
EMD Value
₹83,300
Closing Date
6 Jul 2026, 6:00 pmClosed
GE U WATER SUPPLY DELHI CANTT 10
GE U WATER SUPPLY DELHI CANTT 10
PROVN OF WATER RECHARGE PITS AT 512 LT AD REGT AND BD COY UNDER GE U WATER SUPPLY DELHI CANTT 10
2026_MES_772351_1
GE/WS/Token No-17 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
E U WATER SUPPLY DELHI CANTT 10
₹83,300
Yes
31 Jul 2026
15 Jun 2026
8 Jul 2026
15 Jun 2026
6 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area not exc 1.5 m deep and getting out in soft/loose/hard soil, getting out to required level all as specified and as directed by Engineer-in-Charge | 180 | CUM | 23 | ₹4,140 |
| 2 | Excavation over area for additional 1.5m or part thereof in depth beyond the first 1.5 m in depth including getting out in soft/loose/ Hard soil complete all as specified and directed. | 180 | CUM | 23 | ₹4,140 |
| 3 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge | 45 | CUM | 22 | ₹990 |
| 4 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge. | 315 | CUM | 23 | ₹7,245 |
| 5 | Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2mm size complete all as per existing site specified and directed. | 36 | CUM | 24 | ₹864 |
| 6 | Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and direcetd. | 36 | CUM | 22 | ₹792 |
| 7 | Supply and filling/topping up coarse aggregate 20 mm as screening material complete all as specified and direcetd. | 36 | CUM | 23 | ₹828 |
| 8 | 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. | 675 | KG | 22 | ₹14,850 |
| 9 | 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. | 13.5 | CUM | 23 | ₹310.5 |
| 10 | Material and labour for PCC (1:2:4) type B-I (with 20 mm graded aggregate) as in coping, grouting, MS frame made out of angle iron, finished even and mooth without using extra cement as on brick work/flooring complete all as specified and as directed at site by the Engineer-in-Charge. | 9 | CUM | 23 | ₹207 |
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