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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹8.5 L+₹1.2 L (16.0%)Rejected-Finance | L2 | Rejected-Finance 2ND LOWEST | |
| 3 | L2₹8.5 L+₹1.2 L (16.0%)Rejected-Finance FLAT NO G 1 CROOKED LANE AKHAN BAZAR | L2 | Rejected-Finance 2ND LOWEST |
Tender Value
₹10.6 L
EMD Value
₹21,253
Closing Date
19 Sept 2026, 11:00 amClosed
EXECUTIVE ENGINEER, PWD HOOGHLY DIVISION
HOOGHLY DIVISION, PWD, CHAWKBAZAR
Periodical maintenance of CT Scan building, Isolation Ward Building and HCCU Building under Imambara District Hospital Campus at Chinsurah in the district of Hooghly under Hooghly Division P.W.D. during the year 2026_ 2027.
2026_WBPWD_5020191_1
WBPWD/EE /HD/NIT_ 12 /2026_2027
Open Tender
CIVIL WORKS
Percentage
180 days
HOOGHLY DIVISION, PWD, CHAWKBAZAR
Please refer Tender documents.
5 documents required · 5 mandatory
₹21,253
Yes
14 Oct 2026
25 Aug 2026
21 Sept 2026
3 Sept 2026
19 Sept 2026
3 Sept 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 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | - | Sqm | 285.18 | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | - | Cum | 911.36 | - |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground
within 50 metres lead. | - | Sqm | 58.49 | - |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 11,615.91 | - |
| 5 | Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer (dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. | - | Sqm | 478.8 | - |
| 6 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20 mm cement plaster | - | Sqm | 440.7 | - |
| 7 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | - | Mtr | 611.09 | - |
| 8 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | - | sqm | 4,804.52 | - |
| 9 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 100X58X1.90 mm | - | each | 114.63 | - |
| 10 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 100x10 mm | - | each | 211.38 | - |
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