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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹13.5 L+₹54,009.50 (4.16%)Admitted-Finance AKARSHA NAGAR MIDNAPORE | MIDNAPORE | PASCHIM MEDINIPUR | WEST BENGAL | 721101 | L2 | Admitted-Finance | ||
| 3 | L3₹13.6 L+₹62,281.23 (4.80%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹15.0 L+₹2.1 L (15.9%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹16.2 L
EMD Value
₹32,438
Closing Date
3 Oct 2026, 11:00 amClosed
EXECUTIVE ENGINEER, NADIA DIVISION, P.W.Dte.
OFFICE OF THE EXECUTIVE ENGINEER, NADIA DIVISION, P.W.Dte., JORAKUTHI, ARABINDA SARANI, P.O.- KRISHNAGAR, DIST.- NADIA, PIN- 741101
Construction of new toilet block and temporary breast feeding unit beside POCSO Court at Tehatta Court campus in the District of Nadia under Nadia Division, P.W.D.
2026_WBPWD_5020332_1
WBPWD / EE / ND / NIeT- 03 / 2026 - 27
Open Tender
CIVIL WORKS
Percentage
90 days
Tehatta
Please refer Tender documents.
4 documents required · 4 mandatory
₹32,438
8 Oct 2026
25 Aug 2026
5 Oct 2026
2 Sept 2026
3 Oct 2026
2 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 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
2.6.1 All kinds of soil | 16.85 | cum | 188.25 | ₹3,172.01 |
| 2 | 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. | 5.61 | cum | 207.87 | ₹1,166.15 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.28 | cum | 8,355.7 | ₹10,695.3 |
| 3.01 | 4.1.5 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) | 0.96 | cum | 7,736.54 | ₹7,427.08 |
| 3.02 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in
6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.24 | cum | 7,564.25 | ₹16,943.92 |
| 3.03 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) | 19.67 | cum | 9,657.5 | ₹1,89,963.03 |
| 3.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.32 | cum | 9,593.65 | ₹41,444.57 |
| 3.05 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 13.49 | cum | 11,510.31 | ₹1,55,274.08 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
5.22.4 Hot rolled deformed bars | 509 | Kg | 114.38 | ₹58,219.42 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.22A.4 Hot rolled deformed bars | 1,500 | Kg | 114.38 | ₹1,71,570 |
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