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| Tender ID | 2997237 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Kalna Ferryghat Road (mdr) From 0 To 2.41 Km Widening (3.80m To 5.50m C/way) And Strengthening Work Including Reconstruction Of 1 No Cd Structure, 120m Drain And 135m Protective Work Under Burdwan South Highway Division, P.w.(roads) Dte. |
| Last Date For Submission | 13th Mar, 2026 |
| Opening Date | 16 Mar, 2026 |
| Document Cost | 400.00 |
|---|---|
| EMD | 780261.00 |
| Estimated Cost | 39013052.00 |
| City | Bardhaman |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | COST FOR ROAD WORKS | ||
| 2 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (i) From 25 mm to 50 mm thick. | 9341.16 | sqm |
| 3 | Construction of embankment with approved material obtained from borrow pits land owned/arranged by the agency at his own cost with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) Carriage up to total lead of 2.0 km (Royalty charge on earth @ Rs. 29.00 /m and cesses charges @ 5.30 /m will be deducted from the bill amount if the contractor not able to produce necessary documents in support of payment made towards the royalties). | 3108.56 | cum |
| 4 | Construction of embankment with approved material obtained from borrow pits land owned/arranged by the Department with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | 2072.38 | cum |
| 5 | Supplying, spreading and compacting Fine Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. The compaction factor for dry, clean sand may be taken as 0.835. | 935.97 | cum |
7 Days Left