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| Tender ID | 3596421 |
|---|---|
| Organisation Name | Mahanadi Coalfields Limited |
| Tender Brief | Corrigendum : Construction Of Pqc Coal Transportation Road Outside Of Ib Valley Washery Premises Under Ilbl Ocp Of Lakhanpur Area |
| Last Date For Submission | 27th Mar, 2026 |
| Opening Date | 30 Mar, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 1085200.00 |
| Estimated Cost | 86813629.00 |
| City | Sambalpur |
|---|---|
| State | Odisha |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications ) | 8415.00 | cum |
| 2 | Compacting Original Ground Supporting Embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | 8415.00 | cum |
| 3 | Embankment Construction with Material Obtained from Borrow Pits (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 relevant clauses of section - 300 ) | 13275.00 | cum |
| 4 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 4OO-1 & Table 400-2) : 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 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. For grading- I Material | 3690.00 | cum |
| 5 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 4OO-1 & Table 400-2 : 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 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. For grading- III Material | 3555.00 | cum |
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