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Tender Value
₹4.7 L
EMD Value
₹9,400
Closing Date
20 Jul 2026, 12:00 pm
Sri Satinath Hazra Assistant Engineer, KCSD-I, PWD
45 Ganesh Chandra Avenue Kolkata- 13
Replacement of roof sheet valley gutter and repairing and painting work in toilet and adjacent area Duct etc. and replacement of damaged floor tiles in 4th floor at Tran Bhawan at 87A, S.N Banerjee Road,Kolkata 700014 during the year of 2025-2026...
2026_WBPWD_5016334_1
01E/AE/PWD/KCSD-I/2026-27
Open Tender
CIVIL WORKS
21 days
45 Ganesh Chandra Avenue
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,400
Yes
6 Jul 2026
6 Jul 2026
22 Jul 2026
6 Jul 2026
20 Jul 2026
6 Jul 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 ncluding removing rubbish within a ead of 75 m as directed.
4th floor | - | m2 | 22.64 | - |
| 2 | Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge. | - | m2 | 107.26 | - |
| 3 | Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification] [Mode of measurement:The affected surface area of reinforcement shall be
considered for payment]
Ground floor | - | m2 | 931.99 | - |
| 4 | 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.
Ground floor | - | kg | 103.69 | - |
| 5 | 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) | - | m2 | 368.27 | - |
| 6 | 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.
a) 20 mm thick | - | m2 | 339.66 | - |
| 7 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]
(i) With 1:6 cement mortar
(b) 20 mm thick plaster
Ground floor | - | m2 | 199.03 | - |
| 7.01 | (ii) With 1:4 cement mortar
(c) 10 mm thick plaster
Ground floor | - | m2 | 153.74 | - |
| 8 | Taking out carefully G.C.I, or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed. | - | m2 | 48.86 | - |
| 9 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).
i)in roof
a) With 0.5 mm thick sheet | - | m2 | 937.95 | - |
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