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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAdmitted-Finance WZ 576 577 NANGAL RAYA NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | ₹18.9 L | L1 | Admitted-Finance |
| 2 | L2₹19.5 L+₹62,460 (3.31%)Admitted-Finance | ₹19.5 L+₹62,460 (3.31%) | L2 | Admitted-Finance |
| 3 | L3₹19.7 L+₹80,067.50 (4.24%)Admitted-Finance | ₹19.7 L+₹80,067.50 (4.24%) | L3 | Admitted-Finance |
| 4 | L4₹19.8 L+₹94,982.50 (5.03%)Admitted-Finance G 86 DATA RAM SECTOR 18 ROHINI NEW DELHI DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | ₹19.8 L+₹94,982.50 (5.03%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MK Enterprises L2 | NEETU TRADERS (INDIA) L4 | Shiv Enterprises L1 | PARMAR ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 mtr depth width and not exceeding 1.5m depth for laying pipes or for other work in loose/soft soil complete | 315 | Cum | 65 ₹20,475 Lowest | 110 ₹34,650 | 200 ₹63,000 | 99 ₹31,185 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete | 270 | Cum | 25 ₹6,750 Lowest | 95 ₹25,650 | 30 ₹8,100 | 69 ₹18,630 |
| 3.00 | Removal of surplus soil obtained from excavated material not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete | 15 | Cum | 125 ₹1,875 | 165 ₹2,475 | 200 ₹3,000 | 99 ₹1,485 Lowest |
| 4.00Supply, laying, jointing & testing of GI Pipe, medium grade, including all fittings in old/new position, laid in trenches/ wall including taking down the old/unsv pipe line complete all as specified & directed of following sizes (Note : Excavation and earth work shall be measured and paid separately under respective items of schedule) :- | |||||||
| 4.01 | 80 mm dia | 100 | RM | 450 ₹45,000 | 550 ₹55,000 | 400 ₹40,000 Lowest | 499 ₹49,900 |
| 4.02 | 50 mm dia | 120 | RM | 300 ₹36,000 | 480 ₹57,600 | 266 ₹31,920 Lowest | 299 ₹35,880 |
| 4.03 | 40 mm dia | 240 | RM | 280 ₹67,200 | 400 ₹96,000 | 233 ₹55,920 | 129 ₹30,960 Lowest |
| 4.04 | 25 mm dia | 200 | RM | 180 ₹36,000 Lowest | 285 ₹57,000 | 189 ₹37,800 | 199 ₹39,800 |
| 4.05 | 20 mm dia | 200 | RM | 150 ₹30,000 Lowest | 195 ₹39,000 | 179 ₹35,800 | 179 ₹35,800 |
| 4.06 | 15 mm dia | 200 | RM | 140 ₹28,000 Lowest | 185 ₹37,000 | 159 ₹31,800 | 159 ₹31,800 |
Tender Value
₹34.9 L
EMD Value
₹69,900
Closing Date
5 Aug 2026, 6:00 pmClosed
GE North Delhi Cantt-10
GE North Delhi Cantt-10
REPAIR MAINT OF EXTERNAL WATER SUPPLY SYSTEM INCLUDING REPAIR/REPLACEMENT OF UNSV PIPE LINES, VALVE, VALVE PIT CHAMBER, VARIOUS MOTOR PUMP SETS CLEANING OF SUMPS AND COOLING SUMMER APPLIANCES PACKAGE TYPE AC PLANT AT HIRANKUDNA SHAKURBASTI UNDER GE N
2026_MES_759521_2
GE/North-156/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE NORTH DELHI CANTT10
As as per NIT
8 documents required · 8 mandatory
₹500
Yes
GE NORTH DELHI CANTT 10
₹69,900
Yes
9 Sept 2026
15 Jul 2026
7 Aug 2026
15 Jul 2026
5 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5 mtr depth width and not exceeding 1.5m depth for laying pipes or for other work in loose/soft soil complete | 315 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete | 270 | Cum | - | - |
| 3 | Removal of surplus soil obtained from excavated material not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete | 15 | Cum | - | - |
| 4Supply, laying, jointing & testing of GI Pipe, medium grade, including all fittings in old/new position, laid in trenches/ wall including taking down the old/unsv pipe line complete all as specified & directed of following sizes (Note : Excavation and earth work shall be measured and paid separately under respective items of schedule) :- | |||||
| 4.01 | 80 mm dia | 100 | RM | - | - |
| 4.02 | 50 mm dia | 120 | RM | - | - |
| 4.03 | 40 mm dia | 240 | RM | - | - |
| 4.04 | 25 mm dia | 200 | RM | - | - |
| 4.05 | 20 mm dia | 200 | RM | - | - |
| 4.06 | 15 mm dia | 200 | RM | - | - |
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