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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical BB 52 SECTOR 1 SALT LAKE CITY KOLKATA 700 064 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700064 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
9 Oct 2026, 3:00 pmClosed
Chief Engineer
Bidhannagar Municipal Corporation
DEVOLOPMENT OF GD BLOCK PLAY GROUND WITHIN WARD NO 34 UNDER BIDHANAGAR MUNICIPAL CORPORATION
2026_MAD_1042514_1
NIT No- 569/PWD(BMC), Dated-18/09/2026
Open Tender
CIVIL AND ELECTRICAL WORKS
Percentage
270 days
Bidhannagar Municipal Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6.0 L
12 Oct 2026
18 Sept 2026
12 Oct 2026
18 Sept 2026
9 Oct 2026
18 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 | Seating Gallery (27.8 m x 3 m) 1st | - | - | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil
and disposal of surplus excavated soil as directed, within a lead of 50 m. | 19.6 | cum | 212.26 | ₹4,160.34 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming
and watering, lead up to 50 and for all lift. | 9.8 | cum | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming,
consolidating and dressing complete. | 4.2 | cum | - | - |
| 5 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone- III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 8.4 | sqm | - | - |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone
aggregate 40 mm nominal size derived from natural sources) | 3.15 | cum | 217 | ₹683.55 |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for
reinforced cement concrete work; using coarse aggregate and fine aggregate derived from
natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Concrete of M25 grade with minimum cement content of 330 kg /cum | 12.85 | cum | - | - |
| 8 | Fabrication and manufacturing of solid precast concrete element with provisions of shear
keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).
Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately)
Concrete grade M-35 (Cement content 370 kgs) | 3.78 | cum | 24,277.29 | ₹91,768.16 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,174.32 | Kg | 87.94 | ₹1,03,265 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for | 15.12 | sqm | 319.74 | ₹4,834.51 |
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