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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.5 LAccepted-AOC OLD HASIMARA DISTT JALPAIGURI WEST BENGAL PIN 735215 | HASIMARA | JALPAIGURI | WEST BENGAL | 735215 | ₹39.5 L | L1 | Accepted-AOC BEING L1 BIDDER |
| 2 | L2₹40.6 LRejected-Finance | ₹40.6 L | L2 | Rejected-Finance Other than L1 BIDDER |
| 3 | L3₹42.5 LRejected-Finance | ₹42.5 L | L3 | Rejected-Finance Other than L1 BIDDER |
| 4 | L4₹43.0 LRejected-Finance | ₹43.0 L | L4 | Rejected-Finance Other than L1 BIDDER |
| 5 | L5₹43.0 LRejected-Finance HAMILTONGANJ NETAJI PALLY NEAR ICE FACTORY DISTT ALIPURDUAR WEST BENGAL 735 214 | ALIPURDUAR | WEST BENGAL | 735214 | ₹43.0 L | L5 | Rejected-Finance Other than L1 BIDDER |
| Sl No | Description | Qty | Unit | MAJUMDER ENTERPRISE L5 | M/S P K AGARWALA L2 | M/S I P GROUP L4 | DEEP NIRMAN L1 | M/S SANMILAN NANDI L7 | M/S. VINITA CONSTRUCTION L6 | SHREE SHYAM TRADERS L3 | M/S. MANODEEP CONSTRUCTIONS L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep for foundation, etc, n.exc. 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 255 | Cum | 255 ₹65,025 | 250 ₹63,750 | 240 ₹61,200 | 240 ₹61,200 | 275 ₹70,125 | 260 ₹66,300 | - | 220 ₹56,100 |
| 2.00 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m depth but n.exc. 3m deep for foundation, etc, n.exc. 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. | 12 | Cum | 300 ₹3,600 | 290 ₹3,480 | 260 ₹3,120 | 280 ₹3,360 | 260 ₹3,120 | 285 ₹3,420 | 289 ₹3,468 | 295 ₹3,540 |
| 3.00 | Returning filling in incl spreading, leveling watering and well ramming in layers not exceeding 25 cm in soft/loose soil, complete all as specified and directed. | 192 | Cum | 110 ₹21,120 | 105 ₹20,160 | 95 ₹18,240 | 105 ₹20,160 | 100 ₹19,200 | 120 ₹23,040 | 113 ₹21,696 | 100 ₹19,200 |
| 4.00 | Removing of excavated materials to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 metre above the starting point in any type of soil, complete all as specified and directed. | 75 | Cum | 200 ₹15,000 | 195 ₹14,625 | 175 ₹13,125 | 190 ₹14,250 | 175 ₹13,125 | 190 ₹14,250 | 221 ₹16,575 | 190 ₹14,250 |
| 5.00 | M & L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) for foundation, filling, mass concrete etc, complete all as specified and directed. | 12 | Cum | 6,700 ₹80,400 | 6,500 ₹78,000 | 6,430 ₹77,160 | 6,300 ₹75,600 | 6,500 ₹78,000 | 6,400 ₹76,800 | 6,765 ₹81,180 | 6,590 ₹79,080 |
| 6.00 | M&L for RCC (design mix) of grade M-25 (using 20mm graded crushed stone aggregrate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete etc, complete all as specified and directed.
Note : Reinforcement and formwork shall be measured and paid separately under relevant items. | 42 | Cum | 11,000 ₹4.6 L | 11,000 ₹4.6 L | 13,200 ₹5.5 L | 10,400 ₹4.4 L | 14,500 ₹6.1 L | 11,500 ₹4.8 L | 11,275 ₹4.7 L | 13,250 ₹5.6 L |
| 7.00 | M&L for RCC (design mix) of grade M-25 (using 20mm graded crushed stone aggregrate) as in columns, pillars, piers, posts and struts, complete all as specified and directed.
Note : Reinforcement and formwork shall be measured and paid separately under relevant items. | 14.5 | Cum | 12,100 ₹1.8 L | 11,350 ₹1.6 L | 15,000 ₹2.2 L | 11,000 ₹1.6 L | 15,000 ₹2.2 L | 12,400 ₹1.8 L | 11,777 ₹1.7 L | 13,400 ₹1.9 L |
| 8.00 | M&L for RCC (design mix) of grade M-25 (using 20mm graded crushed stone aggregrate) as in walls, retaining walls, basement walls, ballast walls and the like, any
thickness, above top of footings, including attached pilasters and buttresses, complete all as specified and directed.
Note : Reinforcement and formwork shall be measured and paid separately under relevant items. | 44 | Cum | 12,500 ₹5.5 L | 11,600 ₹5.1 L | 16,000 ₹7.0 L | 11,800 ₹5.2 L | 16,000 ₹7.0 L | 12,500 ₹5.5 L | 12,278 ₹5.4 L | 13,950 ₹6.1 L |
| 9.00 | Use and waste of steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) foundation and plinth beams and similar work, vertical or to batter, rough finished surfaces of concrete flat, complete all as specified and directed. | 195 | Sqm | 580 ₹1.1 L | 510 ₹99,450 | 450 ₹87,750 | 510 ₹99,450 | 457 ₹89,115 | 550 ₹1.1 L | 586 ₹1.1 L | 495 ₹96,525 |
| 10.00 | Use and waste of steel form work to sides of pillars, posts, struts, piers, columns and stanchions and similar works, rough finished surfaces of concrete, complete all as specified and directed. | 190 | Sqm | 640 ₹1.2 L | 575 ₹1.1 L | 550 ₹1.0 L | 550 ₹1.0 L | 555 ₹1.1 L | 650 ₹1.2 L | 702 ₹1.3 L | 590 ₹1.1 L |
Updated dates
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
22 Apr 2026, 6:00 pmClosed
GE (AF) HASIMARA
GE (AF) HASIMARA Po-HASIMARA DIST-ALIPURDUAR PIN-735215
WORK SERVICES FOR CONSTRUCTION OF BOUNDARY WALL AT AFS HASI MARA
2026_MES_754450_2
C/8951/2025-26/E8
Open Tender
Civil Works
210 days
GE (AF) HASIMARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) HASIMARA
₹80,000
Yes
22 May 2026
30 Mar 2026
24 Apr 2026
30 Mar 2026
22 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep for foundation, etc, n.exc. 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. | - | Cum | - | - | |
Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m depth but n.exc. 3m deep for foundation, etc, n.exc. 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. | - | Cum | - | - | |
Returning filling in incl spreading, leveling watering and well ramming in layers not exceeding 25 cm in soft/loose soil, complete all as specified and directed. | - | Cum | - | - | |
Removing of excavated materials to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 metre above the starting point in any type of soil, complete all as specified and directed. | - | Cum | - | - | |
M & L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) for foundation, filling, mass concrete etc, complete all as specified and directed. | - | Cum | - | - | |
M&L for RCC (design mix) of grade M-25 (using 20mm graded crushed stone aggregrate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete etc, complete all as specified and directed.
Note : Reinforcement and formwork shall be measured and paid separately under relevant items. | - | Cum | - | - | |
M&L for RCC (design mix) of grade M-25 (using 20mm graded crushed stone aggregrate) as in columns, pillars, piers, posts and struts, complete all as specified and directed.
Note : Reinforcement and formwork shall be measured and paid separately under relevant items. | - | Cum | - | - | |
M&L for RCC (design mix) of grade M-25 (using 20mm graded crushed stone aggregrate) as in walls, retaining walls, basement walls, ballast walls and the like, any
thickness, above top of footings, including attached pilasters and buttresses, complete all as specified and directed.
Note : Reinforcement and formwork shall be measured and paid separately under relevant items. | - | Cum | - | - | |
Use and waste of steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) foundation and plinth beams and similar work, vertical or to batter, rough finished surfaces of concrete flat, complete all as specified and directed. | - | Sqm | - | - | |
Use and waste of steel form work to sides of pillars, posts, struts, piers, columns and stanchions and similar works, rough finished surfaces of concrete, complete all as specified and directed. | - | Sqm | - | - |
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