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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.2 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹39.8 L+₹1.6 L (4.07%)Rejected-Finance FRIENDS COLONY STREET A DHANGU ROAD PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹41.7 L+₹3.5 L (9.17%)Rejected-Finance 12 MALIKPUR GURDASPUR ROAD SARNA PATHANKOT PUNJAB 145025 | PATHANKOT | PUNJAB | 145025 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹43.1 L+₹4.9 L (12.9%)Rejected-Finance 1ST FLOOR GURJEET MARKET DHANGU ROAD | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹47.7 L+₹9.5 L (24.9%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Vijay Kumar Contractor and Engineers L4 | M/S SINGH AND ASSOCIATES L2 | KALSI CONSTRUCTION CO L5 | Ashoka Engineers L1 | new hi tech engineers and contractors L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation nexc 30 cm deepand averaging 15 cm deep and getting out soft/loose soil complete all as directed . | 288 | Sqm | 30 ₹8,640 Lowest | 50 ₹14,400 | 100 ₹28,800 | 30 ₹8,640 Lowest | 40 ₹11,520 |
| 2.00 | Excavating over area ,nexc 1.5 m deep and getting out soft /loose soil complete all as specified and directed. | 98.19 | Cum | 200 ₹19,638 | 100 ₹9,819 | 120 ₹11,782.8 | 90 ₹8,837.1 Lowest | 150 ₹14,728.5 |
| 3.00 | Ditto .above for each additional 1.5 m or part thereof in depth exc 1.5 m deep upto 3.0 m depth getting out soft /loose soil complete all as specified and directed. | 6.55 | Cum | 350 ₹2,292.5 | 150 ₹982.5 | 125 ₹818.75 Lowest | 150 ₹982.5 | 150 ₹982.5 |
| 4.00 | Excavation in trenches not exc 1.5 m in depth and n exc 1.5 m wide for foundation etc,or for shafts ,wells,cesspits,manhole, pier holes etc getting out soft/loose soil,complete all as directed . | 37.42 | Cum | 200 ₹7,484 | 100 ₹3,742 | 80 ₹2,993.6 Lowest | 90 ₹3,367.8 | 120 ₹4,490.4 |
| 5.00 | PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in mass filling in foundation and flooring complete all as specified and directed. | 8.89 | Cum | 4,000 ₹35,560 | 4,000 ₹35,560 | 3,000 ₹26,670 Lowest | 4,000 ₹35,560 | 4,500 ₹40,005 |
| 6.00 | Returning filling including spreading, levelling, watering and well ramming in layers and not exceeding 25cm complete all as specified and directed | 86.34 | Cum | 50 ₹4,317 | 50 ₹4,317 | 20 ₹1,726.8 Lowest | 50 ₹4,317 | 55 ₹4,748.7 |
| 7.00 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed | 55.81 | Cum | 20 ₹1,116.2 Lowest | 50 ₹2,790.5 | 50 ₹2,790.5 | 150 ₹8,371.5 | 55 ₹3,069.55 |
| 8.00 | M & L for Reinforced cement concrete (design mix) M-25 using 20mm graded aggregate as in foundation footing concrete incl pile cap,plinth beam etc complete all as specified and directed. | 27.46 | Cum | 6,000 ₹1,64,760 | 6,200 ₹1,70,252 | 5,400 ₹1,48,284 Lowest | 5,400 ₹1,48,284 Lowest | 6,000 ₹1,64,760 |
| 9.00 | M & L RCC- M25(Design Mix) using 20mm graded stone aggregate for tie beams etc complete all as specified and as directed.. | 2.77 | Cum | 6,500 ₹18,005 | 6,200 ₹17,174 | 4,500 ₹12,465 Lowest | 5,400 ₹14,958 | 7,786 ₹21,567.22 |
| 10.00 | M & L RCC- M25 (Design Mix) using 20mm graded stone aggregate for Column complete all as specified and as directed. | 16.75 | Cum | 6,500 ₹1,08,875 | 6,200 ₹1,03,850 | 4,500 ₹75,375 Lowest | 6,600 ₹1,10,550 | 8,786 ₹1,47,165.5 |
Tender Value
₹43.7 L
EMD Value
₹87,380
Closing Date
12 Jun 2026, 6:00 pmClosed
Sh Vishal Kumar
GE (AF) Pathankot
Addn Altn to OTM Accn of 125H Sqn at AF Stn Pathankot
2026_MES_765580_1
GE/PAF-31/2026-27
Open Tender
Civil Works
Item Rate
150 days
GE (AF) Pathankot
As per NIT
9 documents required · 9 mandatory
₹500
Yes
GE (AF) Pathankot
₹87,380
Yes
24 Sept 2026
15 May 2026
15 Jun 2026
15 May 2026
12 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation nexc 30 cm deepand averaging 15 cm deep and getting out soft/loose soil complete all as directed . | 288 | Sqm | - | - |
| 2 | Excavating over area ,nexc 1.5 m deep and getting out soft /loose soil complete all as specified and directed. | 98.19 | Cum | - | - |
| 3 | Ditto .above for each additional 1.5 m or part thereof in depth exc 1.5 m deep upto 3.0 m depth getting out soft /loose soil complete all as specified and directed. | 6.55 | Cum | - | - |
| 4 | Excavation in trenches not exc 1.5 m in depth and n exc 1.5 m wide for foundation etc,or for shafts ,wells,cesspits,manhole, pier holes etc getting out soft/loose soil,complete all as directed . | 37.42 | Cum | - | - |
| 5 | PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in mass filling in foundation and flooring complete all as specified and directed. | 8.89 | Cum | - | - |
| 6 | Returning filling including spreading, levelling, watering and well ramming in layers and not exceeding 25cm complete all as specified and directed | 86.34 | Cum | - | - |
| 7 | Removing excavated material not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed | 55.81 | Cum | - | - |
| 8 | M & L for Reinforced cement concrete (design mix) M-25 using 20mm graded aggregate as in foundation footing concrete incl pile cap,plinth beam etc complete all as specified and directed. | 27.46 | Cum | - | - |
| 9 | M & L RCC- M25(Design Mix) using 20mm graded stone aggregate for tie beams etc complete all as specified and as directed.. | 2.77 | Cum | - | - |
| 10 | M & L RCC- M25 (Design Mix) using 20mm graded stone aggregate for Column complete all as specified and as directed. | 16.75 | Cum | - | - |
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