Complete Tender Details

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Tendering Authority: Defence Research And Development Organisation
Tender ID3708820
Organisation NameDefence Research And Development Organisation
Tender BriefCorrigendum : Provision Of Balance Civil Works Connected With Rob At Km. 234/31- 33 Between Station Balasore-niligiri Road For Construction Of Bypass Road From Kuruda To Patrapada At Balasore, Cce(r And D)e/enq-24/civ/bls/2025-26
Last Date For Submission9th Apr, 2026
Opening Date10 Apr, 2026
Cost
Document Cost0.00
EMD884967.00
Estimated Cost44248353.00
Location
CityBalasore
StateOdisha

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BOQ Items
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1Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25. (In 1 layer 200mm thick.)96.00Cum
2Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (In 2 layers, 1st layer 150mm thick & 2nd layer 100mm thick.)120.00Cum
3Providing and applying prime coat with medium setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. complete as per as per Technical specification appended here with and direction of Engineer in Charge.1110.00Sqm
4Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg/sqm1110.00Sqm
5Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ 5% (percentage by weight of total mix)and lime filler @ 2% (percentage by weight of Aggregate)prepared in Drum Type Hot Mix Plant of 60-90 TPHcapacity.77.70Cum
9th Apr, 2026

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