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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC | L1 | Accepted-AOC Work order issued | |
| 2 | L2₹28.0 L+₹1.7 L (6.45%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹28.4 L+₹2.1 L (8.06%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹28.6 L+₹2.3 L (8.60%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Inadequate Machinaries |
Tender Value
₹28.3 L
EMD Value
₹56,548
Closing Date
22 Jul 2026, 2:00 pmClosed
Executive Engineer
office of the E.E., Jhargram Division, S.S. P.W.D
Repairing and restoration work including modification of floor an roof treatment work of a single storied building for NRC of Tapsia RH under Gopiballavpur-II Block, Jhargram. RN 23002197, Project ID -HF25264
2026_WBPWD_5016320_1
WBPWD/SS/EE-J.D./e-NIT -01/2026-27
Open Tender
CIVIL WORKS
Percentage
150 days
Jhargram
Please refer Tender documents.
4 documents required · 4 mandatory
₹56,548
Yes
3 Sept 2026
3 Jul 2026
24 Jul 2026
8 Jul 2026
22 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 | 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. | 354 | %Cum. | 11,927 | ₹42,22,158 |
| 2 | 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). Do - by fine sand. | 39.36 | %Cum. | 59,961 | ₹23,60,064.96 |
| 3 | 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. In ground floor including roof. | 32.2 | Cum. | 447 | ₹14,393.4 |
| 4 | 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. upto 150 mm. thick. | 10.92 | Cum. | 939 | ₹10,253.88 |
| 5 | 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. In ground floor including roof. | 2.57 | Cum. | 1,956 | ₹5,026.92 |
| 6 | Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. In ground floor including roof. | 234.2 | Sqm. | 50 | ₹11,710 |
| 7 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. | 608.71 | Sqm. | 19 | ₹11,565.49 |
| - | Labour for scrapping and picking up old dilapidated mortar / plaster (Cement / Surki / Lime mortar) from the surface of old Brick faces including cleaning the frog without damaging the Brick and stacking the Bricks at Site / Stacking yard as per direction of Engineer-in-charge including removing all debris rubbish from site complete. (BRICKS AVAILABLE FROM DISMANTLING OF MASONRY). | 3,584 | 1000 Nos. | 950 | ₹34,04,800 |
| - | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. (BRICKS AVAILABLE FROM DISMANTLING OF MASONRY). | 121.85 | Sqm. | 40 | ₹4,874 |
| - | 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. Pakur Variety. Ground floor. | 17.94 | Cum. | 6,473.1 | ₹1,16,127.41 |
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