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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.1 LAccepted-AOC RAM SHIV COLONY GALI NO 2 NAIKA CHATNAG ROAD JHUNSI PRAYAGRAJ UP 211019 | PRAYAGRAJ | UTTAR PRADESH | 211019 | ₹35.1 L Quoted ₹35.4 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹37.2 L+₹1.8 L (5.08%)Rejected-Finance 36 02 RASULABAD TELIYARGANJ PRAYAGRAJ 211004 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211004 | ₹37.2 L+₹1.8 L (5.08%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹39.0 L+₹3.6 L (10.1%)Rejected-Finance | ₹39.0 L+₹3.6 L (10.1%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹43.0 L+₹7.6 L (21.5%)Rejected-Finance | ₹43.0 L+₹7.6 L (21.5%) | L4 | Rejected-Finance Being L4 |
| Sl No | Description | Qty | Unit | M/S Garg Sons L4 | Raj Contruction L3 | M/s Raj Enterprises L2 | Tara Enterprises L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15cm deep and getting out in soft and loose soil, complete all as specified and directed | 220 | Sqm | 50 ₹11,000 | 18 ₹3,960 Lowest | 120 ₹26,400 | 30 ₹6,600 |
| 2.00 | Excavation in trenches nexc 1.5m wide and not exceeding 1.5m in depth for foundation, not exceeding 10sqm on plan and not exceeding 1.5m in depth and getting out in soft and loose soil, complete all as specified and directed. | 67.7 | Cum | 225 ₹15,232.5 | 230 ₹15,571 | 300 ₹20,310 | 150 ₹10,155 Lowest |
| 3.00 | Removing excavated soil exceeding 250 m but not exceeding 500m distance and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed. | 55.29 | Cum | 90 ₹4,976.1 Lowest | 160 ₹8,846.4 | 100 ₹5,529 | 150 ₹8,293.5 |
| 4.00 | M&L for PCC 1:4:8 type D-2, using 40mm graded stone aggregate, as in foundation filing, sub base of floor complete all as specified and as directed | 4.3 | Cum | 3,200 ₹13,760 | 5,700 ₹24,510 | 3,000 ₹12,900 Lowest | 3,000 ₹12,900 Lowest |
| 5.00 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed . | 18 | Cum | 8,000 ₹1,44,000 | 8,500 ₹1,53,000 | 3,800 ₹68,400 Lowest | 5,000 ₹90,000 |
| 6.00 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and as directed | 10.45 | Cum | 8,000 ₹83,600 | 8,600 ₹89,870 | 3,500 ₹36,575 Lowest | 5,000 ₹52,250 |
| 7.00 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in lintal band at any height complete all as specified and as directed | 0.3 | Cum | 8,000 ₹2,400 | 9,700 ₹2,910 | 7,550 ₹2,265 | 4,000 ₹1,200 Lowest |
| 8.00 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in slabs supported on walls, roof beams etc and the like, complete all as specified and directed. | 14.7 | Cum | 8,000 ₹1,17,600 | 8,600 ₹1,26,420 | 3,000 ₹44,100 Lowest | 5,000 ₹73,500 |
| 9.00 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in beams, complete all as specified and directed. | 8.5 | Cum | 8,000 ₹68,000 | 9,200 ₹78,200 | 4,000 ₹34,000 Lowest | 5,000 ₹42,500 |
| 10.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed | 106 | Sqm | 700 ₹74,200 | 280 ₹29,680 | 110 ₹11,660 Lowest | 250 ₹26,500 |
Tender Value
₹39.1 L
EMD Value
₹78,300
Closing Date
30 Jun 2026, 6:00 pmClosed
Karan R Naik, IDSE
Garrison Engineer (East) Prayagraj, Stanley Road, Teliyarganj, Prayagraj
Provn of FOL store with RCC roof of 404 FD HOSP and SPL repair to BLDG of 4 INF DIV PRO unit at OLD CANTT, Prayagraj
2026_MES_764489_2
8867/E8
Open Tender
Civil Works
Item Rate
180 days
Prayagraj
As per NIT
7 documents required · 7 mandatory
₹500
GE (East) Prayagraj
₹78,300
Yes
27 Aug 2026
15 Jun 2026
6 Jul 2026
15 Jun 2026
30 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing not exceeding 15cm deep and getting out in soft and loose soil, complete all as specified and directed | 220 | Sqm | - | - |
| 2 | Excavation in trenches nexc 1.5m wide and not exceeding 1.5m in depth for foundation, not exceeding 10sqm on plan and not exceeding 1.5m in depth and getting out in soft and loose soil, complete all as specified and directed. | 67.7 | Cum | - | - |
| 3 | Removing excavated soil exceeding 250 m but not exceeding 500m distance and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed. | 55.29 | Cum | - | - |
| 4 | M&L for PCC 1:4:8 type D-2, using 40mm graded stone aggregate, as in foundation filing, sub base of floor complete all as specified and as directed | 4.3 | Cum | - | - |
| 5 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed . | 18 | Cum | - | - |
| 6 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and as directed | 10.45 | Cum | - | - |
| 7 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in lintal band at any height complete all as specified and as directed | 0.3 | Cum | - | - |
| 8 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in slabs supported on walls, roof beams etc and the like, complete all as specified and directed. | 14.7 | Cum | - | - |
| 9 | M&L for RCC M-25 (design mix) using 20 mm graded stone aggregate as in beams, complete all as specified and directed. | 8.5 | Cum | - | - |
| 10 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed | 106 | Sqm | - | - |
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