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| Tender ID | 4284019 |
|---|---|
| Organisation Name | Western Coalfields Limited |
| Tender Brief | Corrigendum : Construction Of Concrete Coal Transportation Road From Chp Coal Stock Yard To Weigh Bridge Under Boc Mine Of Chandrapur Area. |
| Last Date For Submission | 3rd Jun, 2026 |
| Opening Date | 05 Jun, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 148100.00 |
| Estimated Cost | 11842612.00 |
| City | Chandrapur |
|---|---|
| State | Maharashtra |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation for roadwork in marshy soil with hydraulic excavator including cutting and loading in tippers and disposal with all lifts and leads upto 1000 , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and as per relevent clauses of section-300 of specification. | 344.00 | cum |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 56.16 | cum |
| 3 | Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300 | 344.00 | cum |
| 4 | Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. a)Plant Mix Method 1)For Grading-I Material | 473.00 | cum |
| 5 | Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. a)Plant Mix Method 1)For Grading-II Material | 344.00 | cum |
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