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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.7 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹60.8 L+₹12.1 L (25.0%)Admitted-Finance VILL PO KHEMASULI DIST PASCHIM MEDINIPUR WEST BENGAL 721513 | KHEMASULI | PASCHIM MEDINIPUR | WEST BENGAL | 721513 | L2 | Admitted-Finance | |
| 3 | L3₹62.5 L+₹13.8 L (28.4%)Admitted-Finance KHEMASULI P S KHARAGPUR LOCAL DIST PASCHIM MEDINIPUR WEST BENGAL | KHARAGPUR | PASCHIM MEDINIPUR | WEST BENGAL | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHARMA ENTERPRISES L1 | Guru Charan Mahata L3 | GREEN TRADERS L2 |
|---|---|---|---|---|---|---|
| 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 | 34 ₹3,740 Lowest | 50 ₹5,500 | 55 ₹6,050 |
| 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 Lowest | 1,300 ₹91,000 | 1,285 ₹89,950 |
| 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 | 760 ₹26,600 | 500 ₹17,500 | 485 ₹16,975 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 Lowest | 520 ₹14,040 | 480 ₹12,960 |
| 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 | 150 ₹3,900 | 150 ₹3,900 | 145 ₹3,770 Lowest |
| 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 | 380 ₹13,566 | 300 ₹10,710 Lowest | 300 ₹10,710 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 Lowest | 10,000 ₹40,000 | 10,000 ₹40,000 |
| 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 Lowest | 800 ₹28,000 | 800 ₹28,000 |
| 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 | 85 ₹595 Lowest | 800 ₹5,600 | 800 ₹5,600 |
| 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 | 90 ₹1,080 Lowest | 800 ₹9,600 | 800 ₹9,600 |
Tender Value
₹44.6 L
EMD Value
₹89,200
Closing Date
7 May 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_1
C/8235/E8
Open Tender
Civil Works - Others
Item Rate
180 days
AF STATION SALUA AND KALAIKUNDA
Class D and category a(i)
6 documents required · 6 mandatory
₹500
GE AF KALAIKUNDA
₹89,200
Yes
12 May 2026
9 Apr 2026
9 May 2026
9 Apr 2026
7 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Dismantling Plain or Corrugated steel sheeting any gauge, thickness, including Nainital or similar pattern Roof covering. Complete all as specified and as directed. | - | Sqm | - | - |
| - | 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. | - | Sqm | - | - |
| - | 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. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | Returning filling in including spreading leveling, watering and well ramming in layers not exc 25cm in Hard/dense soil all as specified and directed | - | Cum | - | - |
| - | 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). | - | Cum | - | - |
| - | 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 | - | Cum | - | - |
| - | 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. | - | sqm | - | - |
| - | 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. | - | sqm | - | - |
| - | 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. | - | sqm | - | - |
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