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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | KOLKATA | WEST BENGAL | 700060 | L1 | Accepted-AOC Due to L1 | |
| 2 | L2₹45.4 L+₹2.4 L (5.50%)Rejected-Finance 121004 | L2 | Rejected-Finance L2 BIDDER | |
| 3 | L3₹46.3 L+₹3.2 L (7.44%)Rejected-Finance 8 27 BEJOYGARH JADAVPUR KOLKATA 700 032 | KOLKATA | WEST BENGAL | 700032 | L3 | Rejected-Finance L3 BIDDER | |
| 4 | L4₹47.0 L+₹4.0 L (9.20%)Rejected-Finance P 45 KHIRODE VIDYA BINOD AVENUE KOLKATA 700003 | KOLKATA | WEST BENGAL | 700003 | L4 | Rejected-Finance L4 BIDDER | |
| 5 | L5₹47.4 L+₹4.3 L (10.0%)Rejected-Finance 52A 1A NAZIR LANE KIDDERPORE KOLKATA 700023 | KOLKATA | KOLKATA | WEST BENGAL | 700023 | L5 | Rejected-Finance L5 BIDDER |
| Sl No | Description | Qty | Unit | UNITED ENGINEERS L8 | GHOSH ENTERPRISE L2 | R.K.TRADING CO. INDIA L7 | MAZUMDER ENTERPRISE L3 | M/S S. K. SARKAR L5 | SK CONSTRUCTION SYNDICATE & ENGG CO L6 | UNIVERSAL TRADING CENTRE L4 | MUKHERJEE ENTERPRISE L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trench not exceeding 1.5 M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified and as directed. | 5 | Cum | 460 ₹2,300 | 420 ₹2,100 | 450 ₹2,250 | 435 ₹2,175 | 442 ₹2,210 | 445 ₹2,225 | 440 ₹2,200 | 400 ₹2,000 Lowest |
| 2.00 | Excavation in trenches not exc 1.5 metre width and not exceeding 1.5 metre in depth in road/hardstanding and getting out complete all as specified and as directed. | 4 | Cum | 1,750 ₹7,000 | 1,700 ₹6,800 | 1,730 ₹6,920 | 1,720 ₹6,880 | 1,730 ₹6,920 | 1,735 ₹6,940 | 1,725 ₹6,900 | 1,650 ₹6,600 Lowest |
| 3.00 | Returning, filling in, including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed. | 3 | Cum | 200 ₹600 | 170 ₹510 | 190 ₹570 | 175 ₹525 | 182 ₹546 | 185 ₹555 | 180 ₹540 | 160 ₹480 Lowest |
| 4.00 | Removing excavated material to a distance n exc 50M and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and as directed. | 6 | Cum | 360 ₹2,160 | 330 ₹1,980 | 350 ₹2,100 | 340 ₹2,040 | 350 ₹2,100 | 355 ₹2,130 | 345 ₹2,070 | 320 ₹1,920 Lowest |
| 5.00 | Demolition of cement concrete (un-reinforced) not exc 15cm thick in ground floor and paving (below or above ground level) complete all as specified and directed. | 148.5 | Cum | 1,430 ₹2,12,355 | 1,400 ₹2,07,900 | 1,420 ₹2,10,870 | 1,410 ₹2,09,385 | 1,420 ₹2,10,870 | 1,425 ₹2,11,612.5 | 1,415 ₹2,10,127.5 | 1,385 ₹2,05,672.5 Lowest |
| 6.00 | M & L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and directed. | 1.5 | Cum | 6,130 ₹9,195 | 6,100 ₹9,150 | 6,120 ₹9,180 | 6,110 ₹9,165 | 6,120 ₹9,180 | 6,122 ₹9,183 | 6,115 ₹9,172.5 | 6,000 ₹9,000 Lowest |
| 7.00 | M & L PCC 1:2:4 type B-2 using 20 mm graded stone aggregate as in surface channels and drains etc complete all as specified and directed. | 1.5 | Cum | 7,400 ₹11,100 | 7,250 ₹10,875 | 7,350 ₹11,025 | 7,300 ₹10,950 | 7,315 ₹10,972.5 | 7,320 ₹10,980 | 7,310 ₹10,965 | 7,200 ₹10,800 Lowest |
| 8.00 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and cm thick, watered and rammed to a true surface of broken stones complete all as specified and directed. | 10 | Cum | 2,310 ₹23,100 | 2,250 ₹22,500 | 2,300 ₹23,000 | 2,260 ₹22,600 | 2,270 ₹22,700 | 2,275 ₹22,750 | 2,265 ₹22,650 | 2,200 ₹22,000 Lowest |
| 9.00 | M & L 100 mm thick PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and directed. | 45 | Sqm | 940 ₹42,300 | 900 ₹40,500 | 930 ₹41,850 | 910 ₹40,950 | 922 ₹41,490 | 925 ₹41,625 | 920 ₹41,400 | 850 ₹38,250 Lowest |
| 10.00 | M&L 75mm thick PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in plinth protection or similar places, laid in alternate bays, surface finished even and fair without using extra cement complete all as specified and directed. | 120 | Sqm | 660 ₹79,200 | 620 ₹74,400 | 650 ₹78,000 | 630 ₹75,600 | 642 ₹77,040 | 645 ₹77,400 | 640 ₹76,800 | 600 ₹72,000 Lowest |
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
21 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GARRISON ENGINEER(FW) KOLKATA
D9, Commissariat Road, Hastings, Kol-22
REPAIR/MAINT OF HARDSTANDING, FOOTPATH, BOUNDARY WALL, TUNNELS AND OTHER MISC WORKS INSIDE VIJAY DURG UNDER GE(FW) KOLKATA
2026_MES_787045_1
8612/E8
Open Tender
Civil Works
Item Rate
270 days
GARRISON ENGINEER(FW) KOLKATA
AS PER NIT
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER(FW) KOLKATA
₹82,000
31 Oct 2026
31 Aug 2026
22 Sept 2026
31 Aug 2026
21 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trench not exceeding 1.5 M wide and not exceeding 1.5M in depth for sewage line, manhole etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified and as directed. | 5 | Cum | - | - |
| 2 | Excavation in trenches not exc 1.5 metre width and not exceeding 1.5 metre in depth in road/hardstanding and getting out complete all as specified and as directed. | 4 | Cum | - | - |
| 3 | Returning, filling in, including spreading, watering and well ramming in layers n. exc 25 cm thick in any type of soil complete all as specified and as directed. | 3 | Cum | - | - |
| 4 | Removing excavated material to a distance n exc 50M and deposited where directed at a level n. exc 1.5M above the starting point complete all as specified and as directed. | 6 | Cum | - | - |
| 5 | Demolition of cement concrete (un-reinforced) not exc 15cm thick in ground floor and paving (below or above ground level) complete all as specified and directed. | 148.5 | Cum | - | - |
| 6 | M & L PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and directed. | 1.5 | Cum | - | - |
| 7 | M & L PCC 1:2:4 type B-2 using 20 mm graded stone aggregate as in surface channels and drains etc complete all as specified and directed. | 1.5 | Cum | - | - |
| 8 | M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and cm thick, watered and rammed to a true surface of broken stones complete all as specified and directed. | 10 | Cum | - | - |
| 9 | M & L 100 mm thick PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in sub base of floor complete all as specified and directed. | 45 | Sqm | - | - |
| 10 | M&L 75mm thick PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in plinth protection or similar places, laid in alternate bays, surface finished even and fair without using extra cement complete all as specified and directed. | 120 | Sqm | - | - |
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