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Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
14 Aug 2026, 1:00 pm
Superintending Engineer
Office of the Superintending Engineer, P.W.D., Western Circle No.-I, Court Compound, Bardhaman, Purba Bardhaman
Proposed Store Building within the premises of CMOH office at Kanyapur Asansol in the district of Paschim Bardhaman RN24001297 Project ID HF262750630S000 2nd Call
2026_WBPWD_5016857_1
WBPWD/SE/WC-I/ENIT-08/2026-27
Open Tender
CIVIL AND ELECTRICAL WORKS
Percentage
365 days
Asansol
Please refer Tender documents.
7 documents required · 7 mandatory
₹8.6 L
Yes
Burdwan
15 Jul 2026
15 Jul 2026
17 Aug 2026
16 Jul 2026
14 Aug 2026
23 Jul 2026
23 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 | Civil Works:
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm. | 598.93 | CuM | 119.27 | ₹71,434.38 |
| 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation beyond 1,500 mm and upto 3,000 mm | 156.2 | CuM | 192.38 | ₹30,049.76 |
| 3 | Filling in foundation or plinth by fine 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) | 1,888.55 | CuM | 640.86 | ₹12,10,296.15 |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1,389.12 | SqM | 324 | ₹4,50,074.88 |
| 5 | Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor. [Pakur Variety]. 1:3:6 proportion. | 104.18 | CuM | 4,702.53 | ₹4,89,909.58 |
| 6 | 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately). (Chequering not required over concrete or painted surface). | 76.32 | SqM | 172.16 | ₹13,139.25 |
| 7 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cu.m per100 sq.m. | 304.18 | SqM | 32.76 | ₹9,964.94 |
| 8 | Earth work in filling in foundation trenches or plinth
with good earth, in layers not exceeding 150 mm.
including watering and ramming etc. layer by layer
complete. (Payment to be made on the basis of
measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation | 453.08 | CuM | 77.54 | ₹35,131.82 |
| 9 | Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS- 6313 (part -II) 1981. | 805 | SqM | 110 | ₹88,550 |
| 10 | 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.
In Ground Floor | 70.29 | CuM | 4,688.89 | ₹3,29,582.08 |
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