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NTID 44558144
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💬 Talk to Our Bidding ExpertStrengthening Of Entry And Exi in Raigarh - Complete Tender Details
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South Eastern Coalfields Limited
Raigarh, Chhattisgarh, India
NTID 44558144
- Opening Date : Tue 7th April, 2026
- Closing Date : Mon 6th April, 2026
- ₹ 6743721.00
- NTID 44558144
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
84300.00 -
Document Cost
Refer Documents -
Estimated Cost
6743721.00
BOQ Items Total Items : 10 | Total Qty : 2630.37
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Item Description/ Heading(Part-A) | ||
| 2 | Removal of unserviceable soil with disposal upto 1000metres Removal of unserviceable soil including excluding excavation ,loading & disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. | 1262.77 | cum |
| 3 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & 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 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.for grading (II) Material | 194.27 | cum |
| 4 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & 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 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.for grading (III) Material | 194.27 | cum |
| 5 | Dry Lean Cement Concrete Sub- base : Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. | 291.41 | cum |
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