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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.9 LAccepted-Finance | ₹84.9 L | L1 | Accepted-Finance Lowest Bid Value |
| 2 | L2₹85.0 L+₹4,124.93 (0.05%)Rejected-Finance | ₹85.0 L+₹4,124.93 (0.05%) | L2 | Rejected-Finance Second Lowest Bid Value |
| 3 | L3₹90.7 L+₹5.8 L (6.85%)Rejected-Finance | ₹90.7 L+₹5.8 L (6.85%) | L3 | Rejected-Finance Third Lowest Bid Value |
| 4 | L4₹94.9 L+₹9.9 L (11.7%)Rejected-Finance | ₹94.9 L+₹9.9 L (11.7%) | L4 | Rejected-Finance Highest Bid Value |
Tender Value
₹82.5 L
EMD Value
₹1.6 L
Closing Date
13 Aug 2026, 11:00 amClosed
Executive Engineer, PWD
Malda Division, Singatala, Malda - 732101
Construction of Dais, Gallery, Boys and Girls Toilet, Surface Drain, Boundary wall and Ground Development of Samsi College Ground in the District of Malda, under Malda Division PWD, during the year 2025-2026.
2026_WBPWD_5017447_1
WBPWD/EEMD/NC/eNIT_09/2026-27 (2nd Call)
Open Tender
CIVIL WORKS
Percentage
90 days
Samsi
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.6 L
Yes
24 Aug 2026
30 Jul 2026
17 Aug 2026
30 Jul 2026
13 Aug 2026
30 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 |
|---|---|---|---|---|---|
| 0.1 | DIAS | - | - | - | - |
| 1Earth 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 acking 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 required complete. | |||||
| 1.01 | (a) Depth of excavation not exceeding 1,500 mm. | - | CuM | 119.27 | - |
| 1.02 | b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | - | CuM | 192.38 | - |
| 2Earth 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 o be made on the basis of measurement of finished quantity of work) | |||||
| 2.01 | (a)With earth obtained from excavation of foundation. | 0.8 | CuM | 77.54 | ₹62.03 |
| 2.02 | (ii) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. | - | CuM | 355.41 | - |
| 3 | (B) 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 ncluding the cost of supply of sand. (payment to be made on measurement of finished quantity) (a) Depth of excavation not exceeding 1,500 mm. | - | CuM | 851.73 | - |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1 | SqM | 322 | ₹321.68 |
| 5 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenche. | 0.8 | SqM | 24 | ₹19.2 |
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FORM2911.pdf
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BOQ_5087660.xls
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