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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.7 LAccepted-AOC BMC 1 54 GANTI NETAJI PALLY PO GANGANAGAR KOLKATA 700 132 INDIA | 24 PARAGANAS NORTH | WEST BENGAL | 700132 | ₹45.7 L Quoted ₹46.4 L | L1 | Accepted-AOC L1 BIDDER. |
| 2 | L2₹49.6 L+₹3.2 L (6.99%)Rejected-AOC 5 A GOPI MONDAL LANE COSSIPORE KOLKATA 700 002 W B | KOLKATA | KOLKATA | WEST BENGAL | 700002 | ₹49.6 L+₹3.2 L (6.99%) | L2 | Rejected-AOC NOT L1 BIDDER. |
| 3 | L3₹51.5 L+₹5.2 L (11.2%)Rejected-AOC | ₹51.5 L+₹5.2 L (11.2%) | L3 | Rejected-AOC NOT L1 BIDDER. |
| 4 | L4₹51.6 L+₹5.2 L (11.2%)Rejected-AOC 1 12F GOPAL CHANDRA BOSE LANE KOLKATA 700 050 | KOLKATA | KOLKATA | WEST BENGAL | 700050 | ₹51.6 L+₹5.2 L (11.2%) | L4 | Rejected-AOC NOT L1 BIDDER. |
| 5 | L5₹52.8 L+₹6.5 L (13.9%)Rejected-AOC | ₹52.8 L+₹6.5 L (13.9%) | L5 | Rejected-AOC NOT L1 BIDDER. |
| Sl No | Description | Qty | Unit | MASTER BUILDERS L4 | SPECIAL CONCRETE AND CONSTRUCTION CO. L8 | CHOWDHURY SMALL INDUSTRIES L5 | SEN ELECTRIC WORKS L7 | KT CONSTRUCTIONS L1 | Shubham Enterprise L3 | Kiran Traders L6 | G.D Enterprise L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Taking down/dismantling loose/damage concrete including plaster of any description and in any position from RCC structures like chajja, fins, roof ceiling,louvers, parapet, column, beam, and of lintel by hammering with wooden mallets carefully chipping off the old concrete surface with necessary scaffolding including cutting of rusted reinforcement if so required and disposal of old debris to outside the premises complete all as specified and as directed. | 4 | Cum | 1,180 ₹4,720 | 1,100 ₹4,400 | 1,450 ₹5,800 | 1,100 ₹4,400 | 600 ₹2,400 Lowest | 1,248 ₹4,992 | 1,260 ₹5,040 | 1,200 ₹4,800 |
| 2.00 | Demolition of reinforced Concrete as in Roofs, floors (other than ground floors), beams, staircases, landing, and similar suspended work (reinforcement cut as required to facilitate demolition) with necessary scaffolding and protection as required complete all as specified and as directed. | 0.1 | Cum | 1,850 ₹185 | 1,700 ₹170 Lowest | 1,750 ₹175 | 1,700 ₹170 Lowest | 1,880 ₹188 | 1,872 ₹187.2 | 1,890 ₹189 | 1,800 ₹180 |
| 3.00 | Cleaning the existing surface of concrete and reinforcements as obtained after execution of item No. 1 & 2 here in before by wire brush including scrapping & cleaning with emery paper and washing down with water as required and applying “Solvent free epoxy concrete bonding agent” as per manufacturer’s instructions on old concrete surfaces for bonding with new concrete complete all as specified and as directed. | 136 | Sqm | 45 ₹6,120 Lowest | 45 ₹6,120 Lowest | 65 ₹8,840 | 45 ₹6,120 Lowest | 55 ₹7,480 | 52 ₹7,072 | 54 ₹7,344 | 50 ₹6,800 |
| 4.00 | Applying two coats of “Epoxy zinc rich primer” as protective coat to expose surface of old and new reinforcement over 10 mm dia as per manufacturer's instructions complete all as specified and as directed. | 280 | RM | 16 ₹4,480 | 12 ₹3,360 Lowest | 16 ₹4,480 | 12 ₹3,360 Lowest | 35 ₹9,800 | 16 ₹4,480 | 16 ₹4,480 | 15 ₹4,200 |
| 5.00 | All as per item No. 4 above but reinforcement upto 10mm dia complete all as specified and as directed.
Note for item No 3 to 4: (i) Cost of chemical i.e. Solvant free epoxy, Epoxy zinc rich primer and cement shall be measured and paid separately under appropriate item here in below. (ii) The work shall be carried out by the trained person as per manufacturer's instructions i.e. FOSROC/SIKA/ PIDILITE | 240 | RM | 19 ₹4,560 | 19 ₹4,560 | 19 ₹4,560 | 19 ₹4,560 | 36 ₹8,640 | 19 ₹4,560 | 19 ₹4,560 | 18 ₹4,320 Lowest |
| 6.00 | Supply only epoxy zinc rich primer complete all as specified and as directed.
Make : Nitozinc primer of FOSROC/Friazinc R of SIKA/ or equivalent in PIDILITE | 3 | Ltr | 1,200 ₹3,600 | 1,100 ₹3,300 | 1,200 ₹3,600 | 1,100 ₹3,300 | 300 ₹900 Lowest | 1,035 ₹3,105 | 1,162 ₹3,486 | 1,150 ₹3,450 |
| 7.00 | Supply only Solvant free Epoxy concrete bonding agent complete all as specified and as directed.
Make : Nitobond EP of FOSROC/Carbodur of SIKA/ or equivalent in PIDILITE | 40 | Ltr | 950 ₹38,000 | 850 ₹34,000 | 950 ₹38,000 | 850 ₹34,000 | 350 ₹14,000 Lowest | 972 ₹38,880 | 972 ₹38,880 | 900 ₹36,000 |
| 8.00 | Material and labour for providing and placing in position free flow non shrink cementious micro concrete of grade of M-50 to the effected beam column etc . The micro conrete shall have a minimum 1 day compressive strength of 10 Mpa and 28 days strength of 50 Mpa minimum tensile strength 5 N/mm² @ 28 days , minimum ftextural strength 5 N/mm² @ 28 days and complete all as spd and dir by Engr-in charge. | 1.7 | Cum | 58,000 ₹98,600 Lowest | 61,000 ₹1,03,700 | 58,000 ₹98,600 Lowest | 65,000 ₹1,10,500 | 65,000 ₹1,10,500 | 61,360 ₹1,04,312 | 63,130 ₹1,07,321 | 59,000 ₹1,00,300 |
| 9.00 | Supply, mixing and application two component structural grade polymer modified reinstatement mortor where local spalling has taken place or shuttring is not possible . The mortor can be applying in layers not exceeding 6 mm thick in each layers in and up to any thickness in smaller vertical pockets and up to any thickness in smaller in horigental application . The mortar should have a minimum compressive strength 12 N/mm² in 1 days and 45 N/mm² in 28 days . Minimum flexural should be 8 N/mm² in 28 days . A modified styrene butadience emulsion for use as a bonding aid and gauging liquid for cementious system to be mixed with cement slurry before the application of modified polymer mortor to be used @ 6 ltr/bag of cement . The bonding agent should have minimum compressive strength 24 N/mm². Minimum tensile strength 3.5 N/mm² minimum flexural strength 605 N/mm² complete all as spd and directed by the Engr -in -charge up to 25 mm average thickness. | 60 | Sqm | 1,050 ₹63,000 | 940 ₹56,400 Lowest | 1,150 ₹69,000 | 940 ₹56,400 Lowest | 1,500 ₹90,000 | 988 ₹59,280 | 1,007 ₹60,420 | 950 ₹57,000 |
| 10.00 | Material and labour for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending lapping etc as required and welding with existing bar complete all as specified and as directed | 100 | Kg | 155 ₹15,500 | 140 ₹14,000 | 155 ₹15,500 | 140 ₹14,000 | 120 ₹12,000 Lowest | 151 ₹15,100 | 152 ₹15,200 | 145 ₹14,500 |
Tender Value
₹47.2 L
EMD Value
₹94,420
Closing Date
5 Jun 2026, 6:00 pmClosed
GE NORTH KOLKATA
GE NORTH KOLKATA, 46 BT ROAD, KOLKATA-700050
SPL REPAIR TO BLDG NO J-13 (08 X OR MD ACCN) AT 2 CBPO UNDER GE (N) KOLKATA
2026_MES_765337_1
8571/26-27/E8 (GE(N)/KOL/ OF 2026-27
Open Tender
Miscellaneous Works
Item Rate
210 days
2 CBPO
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE NORTH KOLKATA
₹94,420
Yes
18 Jul 2026
14 May 2026
8 Jun 2026
15 May 2026
5 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Taking down/dismantling loose/damage concrete including plaster of any description and in any position from RCC structures like chajja, fins, roof ceiling,louvers, parapet, column, beam, and of lintel by hammering with wooden mallets carefully chipping off the old concrete surface with necessary scaffolding including cutting of rusted reinforcement if so required and disposal of old debris to outside the premises complete all as specified and as directed. | 4 | Cum | - | - |
| 2 | Demolition of reinforced Concrete as in Roofs, floors (other than ground floors), beams, staircases, landing, and similar suspended work (reinforcement cut as required to facilitate demolition) with necessary scaffolding and protection as required complete all as specified and as directed. | 0.1 | Cum | - | - |
| 3 | Cleaning the existing surface of concrete and reinforcements as obtained after execution of item No. 1 & 2 here in before by wire brush including scrapping & cleaning with emery paper and washing down with water as required and applying “Solvent free epoxy concrete bonding agent” as per manufacturer’s instructions on old concrete surfaces for bonding with new concrete complete all as specified and as directed. | 136 | Sqm | - | - |
| 4 | Applying two coats of “Epoxy zinc rich primer” as protective coat to expose surface of old and new reinforcement over 10 mm dia as per manufacturer's instructions complete all as specified and as directed. | 280 | RM | - | - |
| 5 | All as per item No. 4 above but reinforcement upto 10mm dia complete all as specified and as directed.
Note for item No 3 to 4: (i) Cost of chemical i.e. Solvant free epoxy, Epoxy zinc rich primer and cement shall be measured and paid separately under appropriate item here in below. (ii) The work shall be carried out by the trained person as per manufacturer's instructions i.e. FOSROC/SIKA/ PIDILITE | 240 | RM | - | - |
| 6 | Supply only epoxy zinc rich primer complete all as specified and as directed.
Make : Nitozinc primer of FOSROC/Friazinc R of SIKA/ or equivalent in PIDILITE | 3 | Ltr | - | - |
| 7 | Supply only Solvant free Epoxy concrete bonding agent complete all as specified and as directed.
Make : Nitobond EP of FOSROC/Carbodur of SIKA/ or equivalent in PIDILITE | 40 | Ltr | - | - |
| 8 | Material and labour for providing and placing in position free flow non shrink cementious micro concrete of grade of M-50 to the effected beam column etc . The micro conrete shall have a minimum 1 day compressive strength of 10 Mpa and 28 days strength of 50 Mpa minimum tensile strength 5 N/mm² @ 28 days , minimum ftextural strength 5 N/mm² @ 28 days and complete all as spd and dir by Engr-in charge. | 1.7 | Cum | - | - |
| 9 | Supply, mixing and application two component structural grade polymer modified reinstatement mortor where local spalling has taken place or shuttring is not possible . The mortor can be applying in layers not exceeding 6 mm thick in each layers in and up to any thickness in smaller vertical pockets and up to any thickness in smaller in horigental application . The mortar should have a minimum compressive strength 12 N/mm² in 1 days and 45 N/mm² in 28 days . Minimum flexural should be 8 N/mm² in 28 days . A modified styrene butadience emulsion for use as a bonding aid and gauging liquid for cementious system to be mixed with cement slurry before the application of modified polymer mortor to be used @ 6 ltr/bag of cement . The bonding agent should have minimum compressive strength 24 N/mm². Minimum tensile strength 3.5 N/mm² minimum flexural strength 605 N/mm² complete all as spd and directed by the Engr -in -charge up to 25 mm average thickness. | 60 | Sqm | - | - |
| 10 | Material and labour for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending lapping etc as required and welding with existing bar complete all as specified and as directed | 100 | Kg | - | - |
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