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NTID 39667275
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Concrete Pavement At Central L, Aizawl - Tender Details
- Opening Date : Thu 27th March, 2025
- Closing Date : Wed 26th March, 2025
- ₹ 4408000.00
- NTID 39667275
Tender Description
Documents
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
88160.00 -
Document Cost
Refer Documents -
Estimated Cost
4408000.00
BOQ Items Total Items : 5 | Total Qty : 360.98
# | Item | Quantity | Units |
---|---|---|---|
1 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material). III. Hard rock ( requiring blasting ) : A. Manual Means | 50.00 | cum |
2 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density). A. By Manual Means : (ii) Grading - 2 (53 mm to 22.4 mm) : (b) Using Screening Type-B (11.2mm Agg.) | 15.00 | cum |
3 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. E. RCC Grade M25 - Case I: Using concrete mixer. | 187.20 | cum |
4 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. | 13.10 | tonne |
5 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2). | 95.68 | cum |
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