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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC A 7141 NEW BARUA PARA ROAD P O MAHESHTALA KOLKATA 700141 | KOLKATA | SOUTH 24 PARGANAS | WEST BENGAL | 700141 | L1 | Accepted-AOC work order issued | |
| 2 | L2₹5.2 L+₹520.05 (0.10%)Rejected-Finance | L2 | Rejected-Finance REJECTED | |
| 3 | L3₹5.2 L+₹1,040.11 (0.20%)Rejected-Finance 12 03 BALAKA M G ROAD P S HARIDEVPUR KOLKATA 700104 | KOLKATA | 24 PARAGANAS SOUTH | WEST BENGAL | 700104 | L3 | Rejected-Finance REJECTED | |
| 4 | L4₹5.3 L+₹6,760.70 (1.30%)Rejected-Finance | L4 | Rejected-Finance REJECTED | |
| 5 | L5₹5.3 L+₹11,961.24 (2.31%)Rejected-Finance AKRA KRISHNANAGAR MAHESHTALA KOLKATA | KOLKATA | WEST BENGAL | 700001 | L5 | Rejected-Finance REJECTED |
Tender Value
₹5.2 L
EMD Value
₹10,401
Closing Date
5 Mar 2026, 3:00 pmClosed
Executive Engineer -II Alipore Division PWD
Executive Engineer_II Alipore Division PWD 2nd and 3rd Floor 32_Belvedere Road Alipore Kolkata_700027
Reconstruction of flooring including providing new raised concrete platform for both existing and proposed mortuary room Provision of Granite flooring and dado only for proposed Mortuary room Old machine room portion at Alipore Police Morgue Kantapu
2026_WBPWD_1009889_1
WBPWDEEIIALI/NIET63ASDI/25-26
Open Tender
CIVIL WORKS
Percentage
30 days
ALIPORE
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,401
Yes
7 Sept 2026
18 Feb 2026
7 Mar 2026
19 Feb 2026
5 Mar 2026
19 Feb 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 artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. | 108.8 | SQM | 50 | ₹5,440 |
| 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
In ground floor including roof.
(a) upto 150 mm. thick | 8.16 | CUM | 939 | ₹7,662.24 |
| 3 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.
a) In ground floor including roof. | 5.38 | CUM | 447 | ₹2,404.86 |
| 4 | 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. | 187.7 | SQM | 19 | ₹3,566.3 |
| 5 | 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. | 113.6 | SQM | 90 | ₹10,224 |
| 6 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (B) Do - by fine sand | 10.88 | CUM | 1,317.14 | ₹14,330.48 |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand | 108.8 | SQM | 361 | ₹39,276.8 |
| 8 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes Pakur variety | 10.88 | CUM | 5,269.97 | ₹57,337.27 |
| 9 | Controlled Cement concrete with well graded stone chips (20mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not In ground floor and foundation.[using concrete
mixture]
(b) M 20 Grade
Pakur Variety | 10.22 | CUM | 6,021.76 | ₹61,542.39 |
| 10 | 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
f) 25 mm to 30 mm shuttering without staging in foundation | 3.93 | SQM | 209 | ₹821.37 |
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