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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance | ₹3.2 L | L1 | Accepted-Finance Lowest (L1) |
| 2 | L2₹3.7 L+₹55,768.78 (17.6%)Rejected-Finance | ₹3.7 L+₹55,768.78 (17.6%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹3.8 L+₹64,951.59 (20.5%)Rejected-Finance 3X RAMKRISHNA NASKAR LANE KOLKATA 700010 WEST BENGAL INDIA | KOLKATA | WEST BENGAL | 700010 | ₹3.8 L+₹64,951.59 (20.5%) | L3 | Rejected-Finance Not L1 |
| 4 | L4₹3.8 L+₹65,324.88 (20.6%)Rejected-Finance | ₹3.8 L+₹65,324.88 (20.6%) | L4 | Rejected-Finance Not L1 |
| 5 | L5₹3.8 L+₹66,444.73 (20.9%)Rejected-Finance 112 1 THAKURBARI STREET P O SERAMPORE HOOGHLY 712201 | SERAMPORE | HOOGHLY | WEST BENGAL | 712201 | ₹3.8 L+₹66,444.73 (20.9%) | L5 | Rejected-Finance Not L1 |
Tender Value
₹3.7 L
EMD Value
₹7,470
Closing Date
12 Aug 2026, 2:00 pmClosed
EE, DIV-IV, Housing (BSUP), Housing Sector, KMDA
OFFICE OF THE EXECUTIVE ENGINEER DIVISION-IV, HOUSING SECTOR (BSUP), KMDA. UNNAYAN BHAWAN, BLOCK A (6TH FLOOR), SALT LAKE CITY, KOL-91
Urgent repairing of different flats at Block-4 (Flat Nos. 13,14,23,24,33,35, 37 and outside of the Block-4 backside) and Block-1 (Flat No. -44) in KIT Housing Scheme No. XII-M under Housing Sector, KMDA
2026_KMDA_1036194_1
18/EE/DIV-IV/Housing (BSUP)/KMDA of 2026-2027
Open Tender
CIVIL WORKS
Percentage
90 days
XII-M
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹7,470
1 Sept 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. | 94 | Sqm | 19 | ₹1,786 |
| 2 | Dismantling R.C. floor, roof, beams etc. Including cutting rods and removing rubbish as directed withina lead of 75m. includingstacking of steel bars. | 5 | Cum | 1,956 | ₹9,780 |
| 3 | Cutting chase upto 125 x 150 mm. and subsequent mending of damages. (a) in brick wall [Cement-3.6 Kg/Mtr] | 140 | Mtr. | 93 | ₹13,020 |
| 4 | Cutting holes and subsequent mending good
damages.
(a) Diameter upto 150 mm.
(i) In brick work [Cement-4.0 Kg/Mtr] | 36 | Mtr. | 111 | ₹3,996 |
| 5 | Labour for Chipping of concrete surface before taking up Plastering work. | 42 | Sqm | 21 | ₹882 |
| 6 | Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement. | 40 | Kg. | 87 | ₹3,480 |
| 7 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. (0.4 Kg / m² of concrete surface). | 122 | Sqm | 309 | ₹37,698 |
| 8 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge. c) 37.5mm thick | 122 | Sqm | 593 | ₹72,346 |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 13 | Sqm | 335 | ₹4,355 |
| 10 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i) Pakur Variety | 0.5 | Cum | 5,774.26 | ₹2,887.13 |
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