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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.0 LAccepted-Finance 10 A 1 JAHURA BAZAR LANE KASBA KOLKATA 700042 | KOLKATA | KOLKATA | WEST BENGAL | 700042 | L1 | Accepted-Finance L1 | |
| 2 | L2₹61.1 L+₹9,162.78 (0.15%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹62.8 L+₹1.7 L (2.85%)Rejected-Finance 30 2 CHRISTOPHER ROAD KOL 700046 | KOLKATA | WEST BENGAL | 700046 | L3 | Rejected-Finance L3 | |
| 4 | L4₹62.9 L+₹1.9 L (3.09%)Rejected-Finance 30 2 CHRISTOPHER ROAD KOLKATA 700046 | KOLKATA | WEST BENGAL | 700046 | L4 | Rejected-Finance L4 | |
| 5 | L5₹62.9 L+₹1.9 L (3.10%)Rejected-Finance BONHOOGHLY BORAL MAIN ROAD SONARPUR KOLKATA 700103 | KOLKATA | SOUTH 24 PARGANAS | WEST BENGAL | 700103 | L5 | Rejected-Finance L5 |
Tender Value
₹61.1 L
EMD Value
₹1.2 L
Closing Date
9 Feb 2026, 11:30 amClosed
Sri. Sukdeb Halder Executive Enginer KCD PWD
45 Ganesh Chandra Avenue Kolkata 13
Construction of Additional Room by Light weight structure on the 4th floor roof top of Collage Building at Seth Anandram Jaipuria College, 10, Raja Naba Krishna Street, Sovabazar, Kolkata - 700005 during the year of 2025-26.
2026_WBPWD_991636_2
WBPWD/EE/KCD/NIeT24/2025-26
Open Tender
CIVIL WORKS
Percentage
90 days
45 Ganesh Chandra Avenue
Please refer Tender documents.
3 documents required · 3 mandatory
₹1.2 L
Yes
22 Jun 2026
20 Jan 2026
11 Feb 2026
23 Jan 2026
9 Feb 2026
23 Jan 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 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. | 1 | m3 | 771.09 | ₹770.32 |
| 2 | Dismantling carefully terraced floor only
(including floor finish if any) or lime terracing in
ground floor roof and removing rubbish as
directed within a lead of 75 m.
(a) In Ground Floor including roof. | 1 | m3 | 1,119.1 | ₹1,117.98 |
| 3 | Dismantling 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.
(a) In ground floor including roof. | - | M3 | 2,569.52 | - |
| 4 | Cutting holes and subsequent mending good
damages.
(b) Diameter exceeding 150 mm. but not
exceeding 300 mm.
(ii) In concrete work (plain or R.C.)
[Cement-4.6 Kg/Mtr] | 1 | M | 343.24 | ₹342.9 |
| 5 | Controlled Cement concrete with well graded stone chips (20 mm 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 be less than
300 Kg of cement with Super plasticiser per cubic meter of controlled
concrete but actual consumption will be determined on the basis of
preliminary test and job mix foumula. In ground floor and foundation.[using
concrete mixture]
M 25 Grade
(i) Pakur Variety | 1 | M3 | 7,955.24 | ₹7,947.28 |
| 6 | 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)
c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work | 1 | M2 | 525.58 | ₹525.05 |
| 7 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and
bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.
(a) For works in foundation and upto roof of ground floor/upto 4 m
I. SAIL/ TATA/RINL | 0.6 | MT | 67,766.1 | ₹40,652.88 |
| 8 | Brick work with 1st class bricks in cement mortar (1:6)
(b) In superstructure, ground floor
Qty brick work using old brick | 1 | M3 | 3,437.8 | ₹3,434.36 |
| 8.01 | Qty for new brick work | - | M3 | 7,191.18 | - |
| 9 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in
ground floor. | 1 | M2 | 925.24 | ₹924.31 |
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