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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹42.3 L+₹90,667.64 (2.19%)Admitted-Finance A 47D RAM DUTT ENCLAVE UTTAM NAGAR NEW DELHI 110059 | WEST | DELHI | 110059 | L2 | Admitted-Finance | |
| 3 | L3₹42.6 L+₹1.2 L (2.86%)Admitted-Finance 3788 SHAH GANJ GB ROAD NEW DELHI 110006 | NEW DELHI | DELHI | DELHI | 110006 | L3 | Admitted-Finance | |
| 4 | L4₹47.1 L+₹5.8 L (13.9%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹48.0 L+₹6.6 L (16.0%)Admitted-Finance N A | NA | NA | 121004 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vipul Construction L5 | Akhil Enterprises L2 | Commercial Traders L3 | PRAGATI BUILDERS L4 | M/S K N INFRASTRUCTURE L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation exc on for walls, shafts, manholes not exc 10 Sqm on plan or for laying pipes/cables etc and getting out in soft/ loose soil complete. | 197 | Cum | 110 ₹21,670 | 77 ₹15,169 Lowest | 99 ₹19,503 | 200 ₹39,400 | 250 ₹49,250 |
| 2.00 | Description all as per item no 1.00 above but in hard rock, complete all as specified and directed. | 20 | Cum | 350 ₹7,000 | 97 ₹1,940 Lowest | 900 ₹18,000 | 1,000 ₹20,000 | 350 ₹7,000 |
| 3.00 | Returning filling in incl spreading levelling watering and well ramming in layers not exceeding 25cm in soft or loose soil complete all as specified and as directed. | 101 | Cum | 50 ₹5,050 | 47 ₹4,747 Lowest | 90 ₹9,090 | 50 ₹5,050 | 60 ₹6,060 |
| 4.00 | Removing excavated materials to a distance exc 250m but not exc 500m and depositing where directed at a level not exc 1.5m above the starting point in soils complete all as specified and as directed. | 116 | Cum | 75 ₹8,700 Lowest | 177 ₹20,532 | 90 ₹10,440 | 100 ₹11,600 | 100 ₹11,600 |
| 5.00 | Demolition of cement concrete (unreinforced) in ground floor or in any position and paving not exc. 15 cm thick (below or above ground level) complete all as specified and as directed. | 38 | Cum | 100 ₹3,800 | 177 ₹6,726 | 90 ₹3,420 Lowest | 100 ₹3,800 | 150 ₹5,700 |
| 6.00 | M & L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed. | 30 | Cum | 2,850 ₹85,500 | 3,277 ₹98,310 | 1,900 ₹57,000 Lowest | 2,500 ₹75,000 | 3,200 ₹96,000 |
| 7.00 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and similar work; vertical or to batter complete all as specified and directed. | 242 | Sqm | 235 ₹56,870 | 147 ₹35,574 | 90 ₹21,780 Lowest | 250 ₹60,500 | 170 ₹41,140 |
| 8.00 | M & L for Formwork to sides and soffits of floor/plinth or tie beam/lintel, beam haunchings, girders, bressummers, lintels, cantilevers, copings over wall, shelves including supports, overhangs, etc. also splays between floors and beams, etc. | 372 | Sqm | 255 ₹94,860 | 147 ₹54,684 | 90 ₹33,480 Lowest | 250 ₹93,000 | 170 ₹63,240 |
| 9.00 | M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular rough finished surfaces of concrete laid flat complete all as directed. | 414 | Sqm | 255 ₹1,05,570 | 147 ₹60,858 | 90 ₹37,260 Lowest | 250 ₹1,03,500 | 170 ₹70,380 |
| 10.00 | M & L for mild steel TMT bar 10mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 9,724.74 | Kg | 89 ₹8,65,501.86 | 77 ₹7,48,804.98 | 80 ₹7,77,979.2 | 90 ₹8,75,226.6 | 70 ₹6,80,731.8 Lowest |
Tender Value
₹48.4 L
EMD Value
₹96,780
Closing Date
19 Sept 2026, 6:00 pmClosed
GE (East) Delhi Cantt-10
GE (East) Delhi Cantt-10
ADDN/ ALTN TO EXISTING BOUNDARY WALL FROM GATE NO 2 UPTO BACK SIDE OF PRIZE DISTRIBUTION CELL AT DG NCC CAMP UNDER GE (EAST) DELHI CANTT-10
2026_MES_785810_1
GE/DE-134/2026-27
Open Tender
Civil Works
Item Rate
120 days
GE (East) Delhi Cantt-10
As per NIT Documents
9 documents required · 9 mandatory
₹500
GE (East) Delhi Cantt-10
₹96,780
Yes
23 Sept 2026
22 Aug 2026
21 Sept 2026
22 Aug 2026
19 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation exc on for walls, shafts, manholes not exc 10 Sqm on plan or for laying pipes/cables etc and getting out in soft/ loose soil complete. | 197 | Cum | 1.25 | ₹246.25 |
| 2 | Description all as per item no 1.00 above but in hard rock, complete all as specified and directed. | 20 | Cum | - | - |
| 3 | Returning filling in incl spreading levelling watering and well ramming in layers not exceeding 25cm in soft or loose soil complete all as specified and as directed. | 101 | Cum | 100 | ₹10,100 |
| 4 | Removing excavated materials to a distance exc 250m but not exc 500m and depositing where directed at a level not exc 1.5m above the starting point in soils complete all as specified and as directed. | 116 | Cum | 10 | ₹1,160 |
| 5 | Demolition of cement concrete (unreinforced) in ground floor or in any position and paving not exc. 15 cm thick (below or above ground level) complete all as specified and as directed. | 38 | Cum | 11 | ₹418 |
| 6 | M & L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete all as specified and directed. | 30 | Cum | 10 | ₹300 |
| 7 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and similar work; vertical or to batter complete all as specified and directed. | 242 | Sqm | 22 | ₹5,324 |
| 8 | M & L for Formwork to sides and soffits of floor/plinth or tie beam/lintel, beam haunchings, girders, bressummers, lintels, cantilevers, copings over wall, shelves including supports, overhangs, etc. also splays between floors and beams, etc. | 372 | Sqm | - | - |
| 9 | M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular rough finished surfaces of concrete laid flat complete all as directed. | 414 | Sqm | 1.25 | ₹517.5 |
| 10 | M & L for mild steel TMT bar 10mm dia and over cut to length, bent to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 9,724.74 | Kg | - | - |
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