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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹4.4 L+₹4,827.45 (1.10%)Rejected-Finance | L2 | Rejected-Finance L2 Bidder | |
| 3 | L3₹4.4 L+₹6,554.70 (1.50%)Rejected-Finance | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹4.5 L+₹13,950.88 (3.19%)Rejected-Finance 15A TARAK DUTTA ROAD KOLKATA 700019 WEST BENGAL | KOLKATA | WEST BENGAL | 700019 | L4 | Rejected-Finance L4 Bidder | |
| 5 | L4₹4.5 L+₹13,950.88 (3.19%)Rejected-Finance | L4 | Rejected-Finance L4 Bidder |
Tender Value
₹4.4 L
EMD Value
₹8,858
Closing Date
10 Mar 2026, 2:30 pmClosed
AE_PWD_KESD_II
2, Kyd Street Kol-16.
Repairing Work
2026_WBPWD_1016352_1
WBPWD/AE/KESD-II/NIeT-11/25-26
Open Tender
CIVIL WORKS
Percentage
Baker Hostel
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,858
Yes
30 Jun 2026
27 Feb 2026
12 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 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 |
|---|---|---|---|---|---|
| 1Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. | |||||
| 2Cleaning 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. | |||||
| 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] | 1 | Sqm | - | - |
| 4Removing 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. | |||||
| 5 | Taking out rain water down pipe. | 1 | % Mtr | - | - |
| 6Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-incharge. (This item should be executed only after prior approval of the Engineer-incharge). Firstly, one number to be paid and then labour rate for shifting up to further nineteenth (19) times @ 10% each time to be considered. If necessary further after twenty times of total use, another one number new and labour rate for shifting to be considered accordingly. a) 3.90 metre height b) Extra for additional 3.6 height or part thereof | |||||
| 6.01 | Labour cost for shifting | - | Each | 1 | - |
| 7Hire 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) (e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m) | |||||
| 8Applying 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). | |||||
| 9 | 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 | - | Sqm | 1 | - |
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