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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.7 LAccepted-AOC MAJUMDER COLONY BURDWAN ROAD SILIGURI DIST DARJEELING WB PIN 734 014 | DARJEELING | WEST BENGAL | 734014 | L1 | Accepted-AOC Being the lowest bidder | |
| 2 | L2₹42.1 L+₹35,697 (0.86%)Rejected-Finance KUDIRAM PALLY LOWER BAGDOGRA P O BAGDOGRA 734014 DIST DARJEELING WB | BAGDOGRA | DARJEELING | WEST BENGAL | 734014 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹42.7 L+₹99,618.55 (2.39%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹42.9 L+₹1.2 L (2.88%)Rejected-Finance 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹43.0 L+₹1.3 L (3.09%)Rejected-Finance | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | MUKHERJEE ENTERPRISE L4 | M/S P. RAI CHOUDHURY AND CO. L1 | M/S K M CONSTRUCTION L3 | ENGINEERING AND CONSTRUCTION CO. L7 | T K GANGULY L8 | SHRI S K BHATTACHARJEE L6 | LOKENATH ENTERPRISE L2 | M/S SEN CONSTRUCTION L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 225.19 | Cum | 340 ₹76,564.6 | 325 ₹73,186.75 | 300 ₹67,557 | 250 ₹56,297.5 Lowest | 369 ₹83,095.11 | 344 ₹77,465.36 | 325 ₹73,186.75 | 298 ₹67,106.62 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 132.76 | Cum | 150 ₹19,914 | 160 ₹21,241.6 | 130 ₹17,258.8 Lowest | 160 ₹21,241.6 | 149 ₹19,781.24 | 155 ₹20,577.8 | 160 ₹21,241.6 | 158 ₹20,976.08 |
| 3.00 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 93 | Cum | 400 ₹37,200 | 430 ₹39,990 | 350 ₹32,550 Lowest | 505 ₹46,965 | 359 ₹33,387 | 540 ₹50,220 | 450 ₹41,850 | 530 ₹49,290 |
| 4.00 | M&L for cement concrete 1:4:8 type D2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 20.53 | Cum | 6,250 ₹1,28,312.5 | 6,250 ₹1,28,312.5 | 6,800 ₹1,39,604 | 6,798 ₹1,39,562.94 | 6,980 ₹1,43,299.4 | 6,541 ₹1,34,286.73 | 6,150 ₹1,26,259.5 Lowest | 6,430 ₹1,32,007.9 |
| 5.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 50 | Cum | 9,780 ₹4,89,000 | 8,995 ₹4,49,750 | 8,975 ₹4,48,750 | 9,960 ₹4,98,000 | 9,760 ₹4,88,000 | 8,769 ₹4,38,450 Lowest | 9,800 ₹4,90,000 | 9,850 ₹4,92,500 |
| 6.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 12 | Cum | 10,250 ₹1,23,000 | 9,850 ₹1,18,200 | 9,850 ₹1,18,200 | 10,500 ₹1,26,000 | 10,500 ₹1,26,000 | 10,976 ₹1,31,712 | 9,800 ₹1,17,600 Lowest | 9,850 ₹1,18,200 |
| 7.00 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 28 | Cum | 11,500 ₹3,22,000 | 10,500 ₹2,94,000 Lowest | 10,980 ₹3,07,440 | 11,250 ₹3,15,000 | 10,800 ₹3,02,400 | 11,160 ₹3,12,480 | 10,500 ₹2,94,000 Lowest | 10,960 ₹3,06,880 |
| 8.00 | Supply only integral water proofing compound liquid grade conforming to IS-2645 complete all as specified and directed. | 20 | Ltr | 250 ₹5,000 | 180 ₹3,600 Lowest | 230 ₹4,600 | 230 ₹4,600 | 263 ₹5,260 | 246 ₹4,920 | 180 ₹3,600 Lowest | 198 ₹3,960 |
| 9.00 | M&L for brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 105 | Cum | 8,150 ₹8,55,750 | 7,650 ₹8,03,250 Lowest | 8,210 ₹8,62,050 | 8,150 ₹8,55,750 | 8,345 ₹8,76,225 | 8,219 ₹8,62,995 | 7,850 ₹8,24,250 | 7,864 ₹8,25,720 |
| 10.00 | M&L for formwork 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 to rough finished surface complete all as specified and directed. | 265 | Sqm | 390 ₹1,03,350 | 400 ₹1,06,000 | 320 ₹84,800 Lowest | 425 ₹1,12,625 | 375 ₹99,375 | 374 ₹99,110 | 400 ₹1,06,000 | 398 ₹1,05,470 |
Tender Value
₹41.7 L
EMD Value
₹83,480
Closing Date
30 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER
Bengdubi Military Station PO-Bengdubi, Dist-Darjeeling, Pin 734424
PROVISION OF BOUNDARY WALL WITH SWAN NECK FENCING FROM JCOS CLUB TO CSD DEPOT GATE OF 38 AMSD UNDER AGE BR II OF GE BENGDUBI
2026_MES_770793_1
8841/E8
Open Tender
Civil Works
Item Rate
180 days
GARRISON ENGINEER BENGDUBI
Please refer NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER
₹83,480
Yes
1 Aug 2026
9 Jun 2026
2 Jul 2026
9 Jun 2026
30 Jun 2026
23 Jun 2026
10 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 225.19 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 132.76 | Cum | - | - |
| 3 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 93 | Cum | - | - |
| 4 | M&L for cement concrete 1:4:8 type D2,using 40mm graded crushed stone aggregate as in foundations filling and mass concrete complete all as specified and directed. | 20.53 | Cum | - | - |
| 5 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 50 | Cum | - | - |
| 6 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 12 | Cum | - | - |
| 7 | M&L for reinforced cement concrete design mix M 25 grade using 20 mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 28 | Cum | - | - |
| 8 | Supply only integral water proofing compound liquid grade conforming to IS-2645 complete all as specified and directed. | 20 | Ltr | - | - |
| 9 | M&L for brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 105 | Cum | - | - |
| 10 | M&L for formwork 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 to rough finished surface complete all as specified and directed. | 265 | Sqm | - | - |
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