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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹48.4 L+₹3.5 L (7.83%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹68.2 L+₹23.3 L (52.0%)Rejected-Finance KHEMASULI P S KHARAGPUR LOCAL DIST PASCHIM MEDINIPUR WEST BENGAL | KHARAGPUR | PASCHIM MEDINIPUR | WEST BENGAL | L3 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | SHARMA ENTERPRISES L2 | Guru Charan Mahata L3 | Kalpana Traders L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling Plain or Corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern Roof covering. Complete all as specified and as directed. | 110 | Sqm | 32 ₹3,520 Lowest | 50 ₹5,500 | 50 ₹5,500 |
| 2.00 | S&F for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws.Complete all as specified and as directed. | 70 | Sqm | 1,200 ₹84,000 | 1,500 ₹1,05,000 | 1,180 ₹82,600 Lowest |
| 3.00 | Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in hard/dense soil.Complete all as specified and as directed. | 35 | Cum | 775 ₹27,125 | 750 ₹26,250 | 250 ₹8,750 Lowest |
| 4.00 | Excavation in trenches n exc 1.5 wide and n exc 1.5 m in depth for foundation etc or for laying cable etc n exc 10 Sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 27 | Cum | 350 ₹9,450 | 750 ₹20,250 | 280 ₹7,560 Lowest |
| 5.00 | Returning filling in including spreading leveling, watering and well ramming in layers not exc 25cm in Hard/dense soil all as specified and directed | 26 | Cum | 140 ₹3,640 Lowest | 300 ₹7,800 | 220 ₹5,720 |
| 6.00 | Removing excavated material n .Exc. 50m and depositing where directed at a level n.exc 1.50m above the sarting point in soils.(this soil will be filled under floor area). | 35.7 | Cum | 365 ₹13,030.5 | 450 ₹16,065 | 230 ₹8,211 Lowest |
| 7.00 | M&L Cement concrete in foundations, filling and mass concrete (PCC) Type D2 1:4:8 (40 mm graded aggregate) etc complete all as specified & as directed | 4 | Cum | 7,000 ₹28,000 | 10,000 ₹40,000 | 5,000 ₹20,000 Lowest |
| 8.00 | M&L for treating thebottom and sides of excavation surface at the rate of 5 ltr of emulsion per squre metre of surface.Complete all as specified and as directed. | 35 | sqm | 85 ₹2,975 | 1,000 ₹35,000 | 60 ₹2,100 Lowest |
| 9.00 | M&L for treating the top surface of filled earth at the rate of 5 ltr of emulsion per squre metre of surface.Complete all as specified and as directed. | 7 | sqm | 70 ₹490 | 1,100 ₹7,700 | 60 ₹420 Lowest |
| 10.00 | M&L for treating the soil under plinth prorection at the rate of 5 ltr of emulsion per squre metre of surface.Complete all as specified and as directed. | 12 | sqm | 70 ₹840 Lowest | 1,200 ₹14,400 | 90 ₹1,080 |
Tender Value
₹44.6 L
EMD Value
₹89,200
Closing Date
17 Jun 2026, 6:00 pmClosed
Lt Col K Bhattacharjee
GE (AF) Kalaikunda PO Kalaikunda Air Field Dist Paschim Medinipore State West Bengal Pin 721303
ADDN / ALTN TO BLDG NO P- 86 AT AF STATION KALAIKUNDA
2026_MES_759661_2
C/8235/E8
Open Tender
Civil Works
Item Rate
180 days
AF STATION KALAIKUNDA
Class D Category a(i)
6 documents required · 6 mandatory
₹500
GE AF KALAIKUNDA
₹89,200
Yes
28 Jul 2026
2 Jun 2026
19 Jun 2026
2 Jun 2026
17 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling Plain or Corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern Roof covering. Complete all as specified and as directed. | 110 | Sqm | - | - |
| 2 | S&F for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws.Complete all as specified and as directed. | 70 | Sqm | - | - |
| 3 | Excavation in trenches n.exc 1.5 m wide & n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in hard/dense soil.Complete all as specified and as directed. | 35 | Cum | - | - |
| 4 | Excavation in trenches n exc 1.5 wide and n exc 1.5 m in depth for foundation etc or for laying cable etc n exc 10 Sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 27 | Cum | - | - |
| 5 | Returning filling in including spreading leveling, watering and well ramming in layers not exc 25cm in Hard/dense soil all as specified and directed | 26 | Cum | - | - |
| 6 | Removing excavated material n .Exc. 50m and depositing where directed at a level n.exc 1.50m above the sarting point in soils.(this soil will be filled under floor area). | 35.7 | Cum | - | - |
| 7 | M&L Cement concrete in foundations, filling and mass concrete (PCC) Type D2 1:4:8 (40 mm graded aggregate) etc complete all as specified & as directed | 4 | Cum | - | - |
| 8 | M&L for treating thebottom and sides of excavation surface at the rate of 5 ltr of emulsion per squre metre of surface.Complete all as specified and as directed. | 35 | sqm | - | - |
| 9 | M&L for treating the top surface of filled earth at the rate of 5 ltr of emulsion per squre metre of surface.Complete all as specified and as directed. | 7 | sqm | - | - |
| 10 | M&L for treating the soil under plinth prorection at the rate of 5 ltr of emulsion per squre metre of surface.Complete all as specified and as directed. | 12 | sqm | - | - |
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