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NTID 43220435
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💬 Talk to Our Bidding ExpertRepair And Maintenance Of Road in Kokrajhar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Repair And Maintenance Of Road" in Kokrajhar, India.
- Opening Date : Thu 8th January, 2026
- Closing Date : Wed 7th January, 2026
- ₹ 26116773.00
- NTID 43220435
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
522335.00 -
Document Cost
5223.00 -
Estimated Cost
26116773.00
BOQ Items Total Items : 14 | Total Qty : 129568.72
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 15.2 Maintenance of Earthen shoulder (filling with fresh selected soil) 1) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 35325.000 | Sqm |
| 2 | 15.5 Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. | 14718.750 | Sqm |
| 3 | 5.1 Prime Coat i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 14718.750 | Sqm |
| 4 | 5.2 ii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 60052.500 | Sqm |
| 5 | 17.2 Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) I With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (10 mm nominal size) | 1501.310 | Cum |
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