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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.2 LAccepted-AOC BMC 1 54 GANTI NETAJI PALLY PO GANGANAGAR KOLKATA 700 132 INDIA | 24 PARAGANAS NORTH | WEST BENGAL | 700132 | ₹45.2 L | L1 | Accepted-AOC AOC |
| 2 | L2₹45.8 LRejected-Finance B4 60 1 NEW SANTOSHPUR THANDER PARA STATION ROAD 24 PARGANAS SOUTH PIN 700142 WB | 24 PARAGANAS SOUTH | WEST BENGAL | 700142 | ₹45.8 L | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹46.1 LRejected-Finance 15 1 1F MAYUR BHANJ ROAD PS EKBALPORE KOLKATA 700 023 | MURSHIDABAD | WEST BENGAL | 700023 | ₹46.1 L | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹46.3 LRejected-Finance FLAT NO B2 2 13 RABINDRANAGAR M B ROAD KOLKATA 700 060 | KOLKATA | WEST BENGAL | 700060 | ₹46.3 L | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹46.5 LRejected-Finance 87 MARIUM MAHAL SADAR BAZAR BARRACKPORE 24 PARGANAS N | KOLKATA | WEST BENGAL | 700001 | ₹46.5 L | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | DIPAK ENTERPRISE L3 | JHAWAR SUPPLIERS L5 | M/s Santosh Industrial Corporation L7 | RUNGTA STEEL CORPORATION L8 | Piu Projects L4 | S M ENTERPRISE L6 | DGR CONSTRUCTION L2 | KT CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Excavating over areas, not exc 1.5 m deep and getting out soft/loose soil complete all as specified and as directed. | 530 | Cum | 360 ₹1.9 L | 375 ₹2.0 L | 390 ₹2.1 L | 395 ₹2.1 L | 370 ₹2.0 L | 385 ₹2.0 L | 350 ₹1.9 L | 320 ₹1.7 L |
| 2.00 | Supply and installation of geocells (including compaction of soil within the geocells) made from HDPE strips welded together into a 3-D cellular structure having a height in the range of 80-100mm filled with soil. The geocells should meet the BIS standards. The soil in the geocells to be vibrated using a plate compactor having a capacity of minimum 3-5 tonne complete all as specified and as directed. | 530 | Sqm | 330 ₹1.7 L | 350 ₹1.9 L | 370 ₹2.0 L | 375 ₹2.0 L | 340 ₹1.8 L | 360 ₹1.9 L | 320 ₹1.7 L | 300 ₹1.6 L |
| 3.00 | M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed. | 180 | Cum | 1,830 ₹3.3 L | 1,850 ₹3.3 L | 1,870 ₹3.4 L | 1,875 ₹3.4 L | 1,840 ₹3.3 L | 1,860 ₹3.3 L | 1,820 ₹3.3 L | 1,800 ₹3.2 L |
| 4.00 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. | 159 | Cum | 2,030 ₹3.2 L | 2,050 ₹3.3 L | 2,060 ₹3.3 L | 2,070 ₹3.3 L | 2,040 ₹3.2 L | 2,055 ₹3.3 L | 2,020 ₹3.2 L | 2,000 ₹3.2 L |
| 5.00 | M & L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 80 | Cum | 2,330 ₹1.9 L | 2,350 ₹1.9 L | 2,370 ₹1.9 L | 2,380 ₹1.9 L | 2,340 ₹1.9 L | 2,360 ₹1.9 L | 2,320 ₹1.9 L | 2,300 ₹1.8 L |
| 6.00 | M&L for Cement concrete 1:2:4 (Type B2) in foundations, filling and mass concrete all as specified and as directed. | 80 | Cum | 7,650 ₹6.1 L | 7,670 ₹6.1 L | 7,690 ₹6.2 L | 7,700 ₹6.2 L | 7,660 ₹6.1 L | 7,680 ₹6.1 L | 7,600 ₹6.1 L | 7,500 ₹6 L |
| 7.00 | M & L for 75 mm thick PCC (1:3:6) type C2 using 40 mm graded stone aggregate complete ass as specified and as directed. | 530 | Sqm | 465 ₹2.5 L | 475 ₹2.5 L | 485 ₹2.6 L | 500 ₹2.6 L | 470 ₹2.5 L | 480 ₹2.5 L | 460 ₹2.4 L | 450 ₹2.4 L |
| 8.00 | M&L for Plain Cement Concrete (1:2:4) Type B1 (using 20 mm graded granite stone aggregate) as in coping including necessary form work and all as directed. | 4 | Cum | 7,785 ₹31,140 | 7,775 ₹31,100 | 7,765 ₹31,060 | 7,760 ₹31,040 | 7,780 ₹31,120 | 7,770 ₹31,080 | 7,790 ₹31,160 | 7,800 ₹31,200 |
| 9.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar (1:3), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified as directed. | 24.48 | Cum | 11,555 ₹2.8 L | 11,570 ₹2.8 L | 11,585 ₹2.8 L | 11,600 ₹2.8 L | 11,560 ₹2.8 L | 11,580 ₹2.8 L | 11,550 ₹2.8 L | 11,500 ₹2.8 L |
| 10.00 | M&L for prepration of new concrete surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed. | 120 | Sqm | 130 ₹15,600 | 145 ₹17,400 | 160 ₹19,200 | 170 ₹20,400 | 135 ₹16,200 | 150 ₹18,000 | 125 ₹15,000 | 120 ₹14,400 |
Tender Value
₹43.1 L
EMD Value
₹86,200
Closing Date
2 Apr 2026, 6:00 pmClosed
GE (I) (CG N) KOLKATA
GE (I) (CG N) KOLKATA 700023
PROVISION OF HARDSTANDING IN FRONT OF MAIN OTM BUILDING AT 05 ACRES CG LAND RAJARHAT UNDER GE (I) (CG N) KOLKATA
2026_MES_756107_1
8701/77/2025-2026/04/E8
Open Tender
Civil Works
180 days
KOLKATA
as per tender documets
9 documents required · 9 mandatory
₹500
GE (I) (CG N)
₹86,200
Yes
25 Apr 2026
12 Mar 2026
4 Apr 2026
12 Mar 2026
2 Apr 2026
27 Mar 2026
M&L for Excavating over areas, not exc 1.5 m deep and getting out soft/loose soil complete all as specified and as directed.
Supply and installation of geocells (including compaction of soil within the geocells) made from HDPE strips welded together into a 3-D cellular structure having a height in the range of 80-100mm filled with soil. The geocells should meet the BIS standards. The soil in the geocells to be vibrated using a plate compactor having a capacity of minimum 3-5 tonne complete all as specified and as directed.
M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
M & L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
M&L for Cement concrete 1:2:4 (Type B2) in foundations, filling and mass concrete all as specified and as directed.
M & L for 75 mm thick PCC (1:3:6) type C2 using 40 mm graded stone aggregate complete ass as specified and as directed.
M&L for Plain Cement Concrete (1:2:4) Type B1 (using 20 mm graded granite stone aggregate) as in coping including necessary form work and all as directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar (1:3), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified as directed.
M&L for prepration of new concrete surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed.
Removing excavated material n exc. 1.5KM but n exc 5 KM and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
M & L for full body vitrified tiles 16 mm thick any shade and shape, area of each tiles not exceeding 0.36 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement including 15mm thick screed bed in CM 1:4 to match complete all as directed and as specified.
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