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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.5 LAccepted-AOC | L1 | Accepted-AOC BEING L1 BIDDER | |
| 2 | L2₹49.4 L+₹87,750.96 (1.81%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 Bidder | |
| 3 | L3₹49.5 L+₹1.0 L (2.14%)Rejected-Finance 24 SHANTI BHAWAN DHARI ROAD BELTARI PITHORAGARH UTTARAKHAND 262520 | PITHORAGARH | UTTARAKHAND | 262520 | L3 | Rejected-Finance Not Being L1 Bidder | |
| 4 | L4₹50.0 L+₹1.5 L (3.11%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 Bidder | |
| 5 | L5₹50.0 L+₹1.5 L (3.19%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 Bidder |
| Sl No | Description | Qty | Unit | JINDAL BUILDERS L5 | RAMAN CONSTRUCTION CO L4 | MOHAN LAL AND SONS L7 | K S BUILDERS L6 | vijay kumar gupta and co L8 | khajuria builders L1 | m/s shanti trading company L3 | RAJ MOHD L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5m deep and getting out in any type of soil, complete all as specified and as directed. | 228.6 | Cum | 250 ₹57,150 | 300 ₹68,580 | 200 ₹45,720 | 300 ₹68,580 | 280 ₹64,008 | 250 ₹57,150 | 150 ₹34,290 Lowest | 250 ₹57,150 |
| 2.00 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sqm on plan and getting out in any type of soil, complete all as specified and as directed. | 8.8 | Cum | 300 ₹2,640 | 300 ₹2,640 | 250 ₹2,200 | 300 ₹2,640 | 280 ₹2,464 | 320 ₹2,816 | 150 ₹1,320 Lowest | 250 ₹2,200 |
| 3.00 | Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick all as specified and as directed. | 125.11 | Cum | 150 ₹18,767.15 | 100 ₹12,511.44 | 50 ₹6,255.72 Lowest | 200 ₹25,022.87 | 150 ₹18,767.15 | 150 ₹18,767.15 | 120 ₹15,013.72 | 130 ₹16,264.87 |
| 4.00 | Removing excavated soils n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and as directed. | 103.49 | Cum | 200 ₹20,697.13 | 100 ₹10,348.56 Lowest | 120 ₹12,418.28 | 200 ₹20,697.13 | 140 ₹14,487.99 | 200 ₹20,697.13 | 100 ₹10,348.56 Lowest | 125 ₹12,935.7 |
| 5.00 | M&L for PCC 1:4:8 type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 20.5 | Cum | 6,100 ₹1,25,050 | 4,000 ₹82,000 | 3,000 ₹61,500 | 3,300 ₹67,650 | 3,300 ₹67,650 | 3,200 ₹65,600 | 2,800 ₹57,400 Lowest | 3,200 ₹65,600 |
| 6.00 | M&L for flat form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter fair finished surfaces of concrete all as specified and as directed. | 159.8 | Sqm | 350 ₹55,930 | 300 ₹47,940 | 250 ₹39,950 Lowest | 300 ₹47,940 | 280 ₹44,744 | 300 ₹47,940 | 450 ₹71,910 | 250 ₹39,950 Lowest |
| 7.00 | Reinforced cement concrete M-25 (Design mix) (20 mm graded aggregate) using footing, foundation beams, plinth beam,roof beam, lintel band, retaining wall/toe wall and similr work etc. Complete all as specifed and directed. | 65.58 | Cum | 8,500 ₹5,57,464.35 | 8,000 ₹5,24,672.33 Lowest | 8,000 ₹5,24,672.33 Lowest | 9,000 ₹5,90,256.37 | 8,700 ₹5,70,581.16 | 8,800 ₹5,77,139.56 | 9,800 ₹6,42,723.61 | 8,500 ₹5,57,464.35 |
| 8.00 | M & L for flat formwork to sides and soffits of floor or roof beams, beam haunching's, girders, bressummers, lintels, cantilevers, shelves including sup- ports , overhangs, etc also splays between floors and beams etc. complete all as specified and as directed. | 136.95 | Sqm | 350 ₹47,932.5 | 300 ₹41,085 | 250 ₹34,237.5 Lowest | 300 ₹41,085 | 260 ₹35,607 | 300 ₹41,085 | 450 ₹61,627.5 | 250 ₹34,237.5 Lowest |
| 9.00 | M & L for RCC type M-25 mix using 20mm graded aggregates as in beams, cantilevers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. | 17.2 | Cum | 8,800 ₹1,51,360 | 8,000 ₹1,37,600 Lowest | 8,000 ₹1,37,600 Lowest | 9,000 ₹1,54,800 | 8,400 ₹1,44,480 | 8,700 ₹1,49,640 | 9,800 ₹1,68,560 | 8,500 ₹1,46,200 |
| 10.00 | Use & waste of form work to pillars, coloumn and simiar work etc rough finished surfaces square, retangular and polygon. all as specified and directed. | 212.52 | Sqm | 400 ₹85,008 | 300 ₹63,756 | 250 ₹53,130 Lowest | 300 ₹63,756 | 280 ₹59,505.6 | 300 ₹63,756 | 450 ₹95,634 | 250 ₹53,130 Lowest |
Tender Value
₹45.2 L
EMD Value
₹90,500
Closing Date
1 May 2026, 6:00 pmClosed
GE SOUTH UDHAMPUR
GE SOUTH UDHAMPUR
RECONSTRUCTION OF SECURITY WALL AND ALLIED INFRA UNDER PARA 35 AT CP COLONY UNDER GE SOUTH UDHAMPUR
2026_MES_760799_1
GE/S(U)- /2026-27
Limited
Civil Works
Works
120 days
GE SOUTH UDHAMPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE SOUTH UDHAMPUR
₹90,500
16 May 2026
18 Apr 2026
2 May 2026
18 Apr 2026
1 May 2026
25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5m deep and getting out in any type of soil, complete all as specified and as directed. | - | Cum | - | - |
| 2 | Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sqm on plan and getting out in any type of soil, complete all as specified and as directed. | - | Cum | - | - |
| 3 | Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick all as specified and as directed. | - | Cum | - | - |
| 4 | Removing excavated soils n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and as directed. | - | Cum | - | - |
| 5 | M&L for PCC 1:4:8 type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | - | Cum | - | - |
| 6 | M&L for flat form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter fair finished surfaces of concrete all as specified and as directed. | - | Sqm | - | - |
| 7 | Reinforced cement concrete M-25 (Design mix) (20 mm graded aggregate) using footing, foundation beams, plinth beam,roof beam, lintel band, retaining wall/toe wall and similr work etc. Complete all as specifed and directed. | - | Cum | - | - |
| 8 | M & L for flat formwork to sides and soffits of floor or roof beams, beam haunching's, girders, bressummers, lintels, cantilevers, shelves including sup- ports , overhangs, etc also splays between floors and beams etc. complete all as specified and as directed. | - | Sqm | - | - |
| 9 | M & L for RCC type M-25 mix using 20mm graded aggregates as in beams, cantilevers, lintels over 1.5m span complete all as specified and as directed by the Engineer-in-Charge. | - | Cum | - | - |
| 10 | Use & waste of form work to pillars, coloumn and simiar work etc rough finished surfaces square, retangular and polygon. all as specified and directed. | - | Sqm | - | - |
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