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NTID 46692290
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💬 Talk to Our Bidding ExpertImprovement Of State Highway-0 in HUT BAY - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Improvement Of State Highway-0" in HUT BAY, India.
Public Works Department
HUT BAY, Andaman and Nicobar Islands, India
NTID 46692290
- Opening Date : Tue 22nd September, 2026
- Closing Date : Tue 22nd September, 2026
- ₹ 14428580.00
- NTID 46692290
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
288572.00 -
Document Cost
Refer Documents -
Estimated Cost
14428580.00
BOQ Items Total Items : 20 | Total Qty : 14669.04
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : | ||
| 2 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm. | 413.5 | sqm |
| 3 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface 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. | ||
| 4 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 268.73 | cum |
| 5 | Providing 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 : |
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