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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.7 LAccepted-AOC 35 PATHAK PARA ROAD FLAT NO 32C 3RD FLOOR SHANTINEER APARTMENT BEHALA KOLKATA 700060 | KOLKATA | WEST BENGAL | 700060 | ₹40.7 L Quoted ₹41.4 L | L1 | Accepted-AOC BEING L1 BIDDER |
| 2 | L2₹43.9 LRejected-Finance 195 SREENAGAR 01 NO MADHYAMGRAM KOLKATA 700129 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700129 | ₹43.9 L | L2 | Rejected-Finance DUE TO L2 |
| 3 | L3₹45.6 LRejected-Finance 52A 1A NAZIR LANE KIDDERPORE KOLKATA 700023 | KOLKATA | WEST BENGAL | 700023 | ₹45.6 L | L3 | Rejected-Finance DUE TO L3 |
| 4 | L4₹46.2 LRejected-Finance B4 60 1 NEW SANTOSHPUR THANDER PARA STATION ROAD 24 PARGANAS SOUTH PIN 700142 WB | 24 PARAGANAS SOUTH | WEST BENGAL | 700142 | ₹46.2 L | L4 | Rejected-Finance DUE TO L4 |
| 5 | L5₹47.7 LRejected-Finance 0 JANAI JANAI CHANDITALA HOOGHLY WEST BENGAL 712304 UDYAM WB 07 0059321 | HOOGHLY | WEST BENGAL | 712304 | ₹47.7 L | L5 | Rejected-Finance DUE TO L5 |
| Sl No | Description | Qty | Unit | GHOSH ENTERPRISE L2 | GOODWILL AND CO. L8 | SINHA ENTERPRISE L7 | M/S S. K. SARKAR L3 | IDEAL TRADERS L6 | DGR CONSTRUCTION L4 | MUKHERJEE ENTERPRISE L1 | DAS ENTERPRISE L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 10 | Cum | 430 ₹4,300 | 500 ₹5,000 | 475 ₹4,750 | 440 ₹4,400 | 455 ₹4,550 | 445 ₹4,450 | 418 ₹4,180 | 450 ₹4,500 |
| 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. | 3 | Cum | 1,700 ₹5,100 | 1,800 ₹5,400 | 1,780 ₹5,340 | 1,720 ₹5,160 | 1,750 ₹5,250 | 1,725 ₹5,175 | 1,681 ₹5,043 | 1,730 ₹5,190 |
| 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 | 165 ₹495 | 210 ₹630 | 200 ₹600 | 175 ₹525 | 190 ₹570 | 180 ₹540 | 152 ₹456 | 182 ₹546 |
| 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. | 10 | Cum | 365 ₹3,650 | 410 ₹4,100 | 400 ₹4,000 | 370 ₹3,700 | 380 ₹3,800 | 375 ₹3,750 | 349 ₹3,490 | 378 ₹3,780 |
| 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. | 12.9 | Cum | 1,530 ₹19,737 | 1,650 ₹21,285 | 1,600 ₹20,640 | 1,540 ₹19,866 | 1,550 ₹19,995 | 1,545 ₹19,930.50 | 1,504 ₹19,401.60 | 1,548 ₹19,969.20 |
| 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 | 6,000 ₹9,000 | 6,100 ₹9,150 | 6,050 ₹9,075 | 6,010 ₹9,015 | 6,025 ₹9,037.50 | 6,015 ₹9,022.50 | 5,977 ₹8,965.50 | 6,020 ₹9,030 |
| 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 | 7,200 ₹10,800 | 7,250 ₹10,875 | 7,230 ₹10,845 | 7,210 ₹10,815 | 7,220 ₹10,830 | 7,215 ₹10,822.50 | 7,119 ₹10,678.50 | 7,215 ₹10,822.50 |
| 8.00 | 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. | 15 | Sqm | 530 ₹7,950 | 650 ₹9,750 | 600 ₹9,000 | 540 ₹8,100 | 550 ₹8,250 | 545 ₹8,175 | 516 ₹7,740 | 548 ₹8,220 |
| 9.00 | M & L 75 mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in flooring, laid in alternate bays, surface finished even and smooth using without extra cement complete all as specified and directed. | 45 | Sqm | 500 ₹22,500 | 600 ₹27,000 | 550 ₹24,750 | 510 ₹22,950 | 525 ₹23,625 | 515 ₹23,175 | 475 ₹21,375 | 520 ₹23,400 |
| 10.00 | M & L 40 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring, laid in alternate bays, surface finished even and smooth using without extra cement complete all as specified and directed. | 110 | Sqm | 410 ₹45,100 | 500 ₹55,000 | 450 ₹49,500 | 420 ₹46,200 | 430 ₹47,300 | 425 ₹46,750 | 400 ₹44,000 | 428 ₹47,080 |
Tender Value
₹38.5 L
EMD Value
₹77,000
Closing Date
11 May 2026, 3:00 pmClosed
Garrison Engineer (FW) Kolkata
D9 Commissariat Road Hastings Kolkata 700022
REPAIR TO SEWAGE LINE, FENCING,DRAINAGE AND OTHER MISC B/R ITEMS INSIDE VIJAY DURG UNDER GE(FW) KOLKATA
2026_MES_761057_1
8581/E8
Open Tender
Civil Works
270 days
Garrison Engineer (FW) Kolkata
AS PER NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer (FW) Kolkata
₹77,000
23 May 2026
20 Apr 2026
12 May 2026
20 Apr 2026
11 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Cum | - | - | |
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. | - | Sqm | - | - | |
M & L 75 mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in flooring, laid in alternate bays, surface finished even and smooth using without extra cement complete all as specified and directed. | - | Sqm | - | - | |
M & L 40 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring, laid in alternate bays, surface finished even and smooth using without extra cement complete all as specified and directed. | - | Sqm | - | - |
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