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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 LAdmitted-Finance KUTUMB 143 40 VINAYAK NAGAR INDALPUR ROAD NAINI PRAYAGRAJ 211008 | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹21.3 L | L1 | Admitted-Finance |
| 2 | L2₹21.6 L+₹34,991.42 (1.64%)Admitted-Finance 36 02 RASULABAD TELIYARGANJ PRAYAGRAJ 211004 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211004 | ₹21.6 L+₹34,991.42 (1.64%) | L2 | Admitted-Finance |
| 3 | L3₹24.0 L+₹2.7 L (12.8%)Admitted-Finance | ₹24.0 L+₹2.7 L (12.8%) | L3 | Admitted-Finance |
| 4 | L4₹24.9 L+₹3.6 L (17.1%)Admitted-Finance | ₹24.9 L+₹3.6 L (17.1%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected due to No (Slow Progress) adverse remarks in WLR QE Mar 2026 |
| Sl No | Description | Qty | Unit | KRISHNA BAHADUR L3 | Shivam Constructions L4 | creative construction co. L1 | M/s Raj Enterprises L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas not exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed. | 61.25 | Cum | 180 ₹11,025 | 185 ₹11,331.25 | 250 ₹15,312.5 | 100 ₹6,125 Lowest |
| 2.00 | M&L for Forming embankments including raising earth, spreading in layers not exc 30cm thick, watering, ramming/ rolling, consolidating with power roller of 8 to 12 tonne and finishing to required size, shape etc., not exc 1.5m high from base, complete all as specified and directed. | 50 | Cum | 100 ₹5,000 | 50 ₹2,500 Lowest | 150 ₹7,500 | 200 ₹10,000 |
| 3.00 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation, not exc 10 Sqm on plan and not exc 1.5m in depth and getting out soft and loose soil,complete all as specified and directed. | 10 | Cum | 180 ₹1,800 Lowest | 185 ₹1,850 | 375 ₹3,750 | 300 ₹3,000 |
| 4.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/ loose soil complete all as specified and as directed. | 43.6 | Cum | 40 ₹1,744 | 35 ₹1,526 Lowest | 130 ₹5,668 | 400 ₹17,440 |
| 5.00 | Removing excavated soil exceeding 250 m but not exc 500m distance and depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed. | 27.65 | Cum | 80 ₹2,212 | 50 ₹1,382.5 Lowest | 300 ₹8,295 | 500 ₹13,825 |
| 6.00 | M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate, as in foundation filing, sub base of floor complete all as specified and as directed | 20 | Cum | 3,200 ₹64,000 | 3,400 ₹68,000 | 5,000 ₹1,00,000 | 1,500 ₹30,000 Lowest |
| 7.00 | M & L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed | 85.36 | Sqm | 45 ₹3,841.2 Lowest | 50 ₹4,268 | 60 ₹5,121.6 | 600 ₹51,216 |
| 8.00 | M & L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed | 30.55 | Sqm | 45 ₹1,374.75 Lowest | 50 ₹1,527.5 | 120 ₹3,666 | 800 ₹24,440 |
| 9.00 | M & L for treating the top surface of filled earth as in floor at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed | 87.22 | Sqm | 45 ₹3,924.9 Lowest | 50 ₹4,361 | 60 ₹5,233.2 | 800 ₹69,776 |
| 10.00 | M & L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed | 26.6 | Sqm | 45 ₹1,197 Lowest | 50 ₹1,330 | 60 ₹1,596 | 500 ₹13,300 |
Tender Value
₹22.6 L
EMD Value
₹45,500
Closing Date
23 Jul 2026, 6:00 pmClosed
Karan R Naik, IDSE
Garrison Engineer (East) Prayagraj, Stanley Road, Teliyarganj, Prayagraj
Provn of Guard Room with toilet and allied services at 604 EME BN at Old Cantt Prayagraj.
2026_MES_767432_2
8850/E8
Open Tender
Civil Works
Item Rate
180 days
Prayagraj
As Per NIT
7 documents required · 7 mandatory
₹500
GE (East) Prayagraj
₹45,500
Yes
11 Sept 2026
1 Jul 2026
28 Jul 2026
1 Jul 2026
23 Jul 2026
9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas not exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed. | 61.25 | Cum | - | - |
| 2 | M&L for Forming embankments including raising earth, spreading in layers not exc 30cm thick, watering, ramming/ rolling, consolidating with power roller of 8 to 12 tonne and finishing to required size, shape etc., not exc 1.5m high from base, complete all as specified and directed. | 50 | Cum | - | - |
| 3 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundation, not exc 10 Sqm on plan and not exc 1.5m in depth and getting out soft and loose soil,complete all as specified and directed. | 10 | Cum | - | - |
| 4 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/ loose soil complete all as specified and as directed. | 43.6 | Cum | - | - |
| 5 | Removing excavated soil exceeding 250 m but not exc 500m distance and depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed. | 27.65 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate, as in foundation filing, sub base of floor complete all as specified and as directed | 20 | Cum | - | - |
| 7 | M & L for treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed | 85.36 | Sqm | - | - |
| 8 | M & L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and directed | 30.55 | Sqm | - | - |
| 9 | M & L for treating the top surface of filled earth as in floor at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed | 87.22 | Sqm | - | - |
| 10 | M & L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed | 26.6 | Sqm | - | - |
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