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NTID 43949294
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💬 Talk to Our Bidding ExpertRepairing And Strengthening Of in SAONER - Complete Tender Details
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Western Coalfields Limited
SAONER, Maharashtra, India
NTID 43949294
- Opening Date : Tue 24th February, 2026
- Closing Date : Mon 23rd February, 2026
- ₹ 2409035.00
- NTID 43949294
Key Values: Document Cost: 0.00 | EMD: 30200.00 | Estimated Cost: 2409035.00
Tender Description
Repairing And Strengthening Of Bituminous Road Approach To Walni Hospital From Pipla- Ab Incline Road Under Silewara Sub Area. (2nd Call)
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
30200.00 -
Document Cost
Refer Documents -
Estimated Cost
2409035.00
BOQ Items Total Items : 14 | Total Qty : 1041.44
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 332.00 | sqm |
| 2 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Cum 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 graderon 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.Plant Mix Method (i) For Grading-I Material | 130.00 | cum |
| 3 | Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. (i) for Grading I(40 mm nominal size ) bitumen content 3.4% | 110.00 | cum |
| 4 | Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.(iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30) | $50.125 | cum |
| 5 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification.(ii) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification. | 2,005.00 | sqm |
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