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| Tender ID | 3693966 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Construction Of Bituminous Road From Pitch Road Near Ramanandapur Bisramagar To Shekpur Pitch Road In The District Of Purba Bardhaman Under Burdwan Division, P.w.d. |
| Last Date For Submission | 17th Apr, 2026 |
| Opening Date | 20 Apr, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 135501.00 |
| Estimated Cost | 6775031.00 |
| City | Bardhaman |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | COST OF PAVEMENT WORKS Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. (II) By Mechanical Means a) In area of non-thorny jungle. | 0.384 | Ha |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits 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) | 858.65 | Cum |
| 3 | Construction of Embankment with Material Obtained from (Extra Carried Earth lead 4.00 Km) Construction of embankment with approved material obtained from borrow pits 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 1000m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | 3434.20 | Cum |
| 4 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 for Rural Roads of MORD. | 47.50 | Cum |
| 5 | B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface inproper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading,including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). GSB: Grading - III (For 1 Cum Compact Volume Using Loose Quantity stone agregate 26.5mm size 0.4480cum, 5.60mm Size 0.5760 cum & Medium Sand 0.2560cum per cum ) | 587.52 | Cum |
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