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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.8 LAdmitted-Finance | ₹38.8 L | L1 | Admitted-Finance |
| 2 | L2₹40.5 L+₹1.8 L (4.57%)Admitted-Finance | ₹40.5 L+₹1.8 L (4.57%) | L2 | Admitted-Finance |
| 3 | L3₹41.3 L+₹2.5 L (6.49%)Admitted-Finance 1ST FLOOR GURJEET MARKET DHANGU ROAD | ₹41.3 L+₹2.5 L (6.49%) | L3 | Admitted-Finance |
| 4 | L4₹44.8 L+₹6.1 L (15.7%)Admitted-Finance FRIENDS COLONY STREET A DHANGU ROAD PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹44.8 L+₹6.1 L (15.7%) | L4 | Admitted-Finance |
| 5 | L5₹50.3 L+₹11.6 L (29.8%)Admitted-Finance | ₹50.3 L+₹11.6 L (29.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S S KUMAR & CO L1 | Vijay Kumar Contractor and Engineers L3 | Sanjay Constructions L2 | M/S SINGH AND ASSOCIATES L4 | PARVINDER BHARDWAJ L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, not exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-charge. | 175 | Cum | 160 ₹28,000 | 100 ₹17,500 Lowest | 150 ₹26,250 | 100 ₹17,500 Lowest | 110 ₹19,250 |
| 2.00 | All as per item no.01 above but exc 1.5 not .exc 3.0 m deep and getting out insoft/loose soil complete all as specified and directed by Engineer-in-charge.. | 11 | Cum | 205 ₹2,255 | 300 ₹3,300 | 150 ₹1,650 | 120 ₹1,320 Lowest | 130 ₹1,430 |
| 3.00 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed by Engineer-in-charge. | 4 | Cum | 250 ₹1,000 | 200 ₹800 | 300 ₹1,200 | 100 ₹400 Lowest | 110 ₹440 |
| 4.00 | M&L for plain cement concrete 1:3:6 type C-2 (Nominal mix) (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete etc complete all as specified and directed by Engineer-in-charge. | 14 | Cum | 2,860 ₹40,040 Lowest | 4,000 ₹56,000 | 4,000 ₹56,000 | 4,000 ₹56,000 | 4,010 ₹56,140 |
| 5.00 | Returning, filling in, including preading, leveling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed by Engineer-in-charge. | 118 | Cum | 52 ₹6,136 | 40 ₹4,720 Lowest | 70 ₹8,260 | 50 ₹5,900 | 60 ₹7,080 |
| 6.00 | Removing excavated material exc 250 m but not exc 500m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-charge. | 73 | Cum | 70 ₹5,110 | 150 ₹10,950 | 70 ₹5,110 | 50 ₹3,650 Lowest | 60 ₹4,380 |
| 7.00 | M&L for RCC M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement labs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-charge. | 45 | Cum | 6,100 ₹2,74,500 | 6,000 ₹2,70,000 Lowest | 6,100 ₹2,74,500 | 6,000 ₹2,70,000 Lowest | 6,010 ₹2,70,450 |
| 8.00 | M&L for RCC M25 (design Mix) grade concrete with 20mm down graded aggregate in columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-charge. | 4.6 | Cum | 6,100 ₹28,060 | 7,000 ₹32,200 | 7,000 ₹32,200 | 6,000 ₹27,600 Lowest | 6,010 ₹27,646 |
| 9.00 | Formwork to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams,slab, and similar work; vertical or to batter curved surface complete all as specified and directed by Engineer-in-charge. | 98 | Sqm | 232 ₹22,736 | 300 ₹29,400 | 250 ₹24,500 | 200 ₹19,600 Lowest | 210 ₹20,580 |
| 10.00 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surface of concrete, square, rectangular or polygonal complete all as specified and directed by Engineer-in-charge. | 36 | Sqm | 250 ₹9,000 | 400 ₹14,400 | 400 ₹14,400 | 200 ₹7,200 Lowest | 210 ₹7,560 |
Tender Value
₹43.7 L
EMD Value
₹87,360
Closing Date
1 Aug 2026, 6:00 pmClosed
Sh Vishal Kumar
GE (AF) Pathankot
Provision of weather shelter at Main Gate at 18 Wg AF Pathankot
2026_MES_756555_2
GE/PAF-103/25-26
Open Tender
Civil Works
Item Rate
150 days
GE (AF) Pathankot
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (AF) Pathankot
₹87,360
Yes
6 Aug 2026
4 Jul 2026
4 Aug 2026
4 Jul 2026
1 Aug 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, not exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-charge. | 175 | Cum | - | - |
| 2 | All as per item no.01 above but exc 1.5 not .exc 3.0 m deep and getting out insoft/loose soil complete all as specified and directed by Engineer-in-charge.. | 11 | Cum | - | - |
| 3 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed by Engineer-in-charge. | 4 | Cum | - | - |
| 4 | M&L for plain cement concrete 1:3:6 type C-2 (Nominal mix) (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete etc complete all as specified and directed by Engineer-in-charge. | 14 | Cum | - | - |
| 5 | Returning, filling in, including preading, leveling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed by Engineer-in-charge. | 118 | Cum | - | - |
| 6 | Removing excavated material exc 250 m but not exc 500m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed by Engineer-in-charge. | 73 | Cum | - | - |
| 7 | M&L for RCC M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement labs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-charge. | 45 | Cum | - | - |
| 8 | M&L for RCC M25 (design Mix) grade concrete with 20mm down graded aggregate in columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-charge. | 4.6 | Cum | - | - |
| 9 | Formwork to flat sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams,slab, and similar work; vertical or to batter curved surface complete all as specified and directed by Engineer-in-charge. | 98 | Sqm | - | - |
| 10 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surface of concrete, square, rectangular or polygonal complete all as specified and directed by Engineer-in-charge. | 36 | Sqm | - | - |
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