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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC since the lowest | |
| 2 | L2₹3.6 L+₹1,109.32 (0.31%)Rejected-Finance | L2 | Rejected-Finance MORE THAN THE LOWEST | |
| 3 | L3₹3.6 L+₹1,932.36 (0.54%)Rejected-Finance SARPAI PURBA MEDINIPUR | L3 | Rejected-Finance MORE THAN THE LOWEST | |
| 4 | L3₹3.6 L+₹1,932.36 (0.54%)Rejected-Finance | L3 | Rejected-Finance MORE THAN THE LOWEST | |
| 5 | L4₹3.6 L+₹2,791.18 (0.78%)Rejected-Finance | L4 | Rejected-Finance MORE THAN THE LOWEST |
Tender Value
₹3.6 L
EMD Value
₹7,157
Closing Date
17 Jul 2026, 6:00 pmClosed
The Assistant Engineer, BNWSD-I, Purta Bhavan
The Assistant Engineer, BNWSD-I, Purta Bhavan, Room No. 125
Making a shed for departmental storage facility in between pump houses within the compound of Bikash Bhavan, Salt Lake City, Kolkata-91 during the year 2026-2027.
2026_WBPWD_5016426_2
AE/BNWSD-I/NIT-03e/2026-2027
Open Tender
CIVIL WORKS
Percentage
28 days
Purta Bhavan, Salt Lake, Sector-I, Kolkata-700091
Please refer Tender documents.
6 documents required · 6 mandatory
₹7,157
Yes
28 Jul 2026
7 Jul 2026
20 Jul 2026
8 Jul 2026
17 Jul 2026
8 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 | 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 | - | Cu.M. | 1,119.1 | - |
| 2 | 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. | - | Cu.M. | 532.73 | - |
| 3 | (A) 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. (payment to be made on measurement of
finished quantity) | 1 | Cu.M. | 1,11,577.51 | ₹1,11,465.93 |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and
dressing bed to proper level and filling joints with local sand | 1 | Sq.M. | 430.24 | ₹429.81 |
| 5 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.
(a) 1:3:6 proportion | 1 | Cu.M. | 5,518.33 | ₹5,512.81 |
| 6 | Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth | 1 | Cu.M. | 6,397.64 | ₹6,391.24 |
| 7 | 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.
a) Pakur Variety | - | Cu.M. | 6,299.84 | - |
| 8 | 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 | 1 | Cu.M. | 6,890.3 | ₹6,883.41 |
| 9 | Artificial stone in floor, dado, staircase etc with cement
concrete (1:2:4) with stone chips, laid in panels as directed
with topping made with ordinary or white cement (as
necessary) and marble dust in proportion (1:2) including
smooth finishing and rounding off corners including raking
out joints or roughening of concrete surface and application
of cement slurry before flooring works using cement @ 1.75
kg/sq.m all complete including all materials and labour.
In ground floor.
3 mm. thick topping (High polishing grinding on this item is
not permitted with ordinary cement).
Using grey cement
(i) 35 mm. thick | - | Sq.M. | 389.05 | - |
| 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 (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge | - | Sq.M. | 399.25 | - |
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