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NTID 44456990
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💬 Talk to Our Bidding ExpertRegrading Of Existing Bt Road in Visakhapatnam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Regrading Of Existing Bt Road " in Visakhapatnam, India.
Visakhapatnam Port Trust
Visakhapatnam, Andhra Pradesh, India
NTID 44456990
- Opening Date : Tue 14th April, 2026
- Closing Date : Mon 13th April, 2026
- ₹ 65783066.00
- NTID 44456990
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
757850.00 -
Document Cost
1770.00 -
Estimated Cost
65783066.00
BOQ Items Total Items : 25 | Total Qty : 94959.08
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m. etc, as required and as directed by the Engineer-in-charge complete. All labour and materials. | 881.90 | 1m3 |
| 2 | Demolishing cement concrete Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead etc., as required and as directed by Engineer-in-charge-charge, complete. | 78.48 | 1m3 |
| 3 | Supply of JCB (3D) Earth mover for excavation / levelling and removing debris / earth etc., including fuel, operator charges and incidental charges etc., as required and directed by the Engineer-in-Charge. All Labour and equipment, spares etc., complete. (Payment will be made for No.of hours worked at site only) | 240.00 | 1 hr |
| 4 | Providing, 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 for all leads & lifts, laying in uniform layers with mechanical paver finisher 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, complete. All labour and materials. | 1862.40 | 1m3 |
| 5 | Construction of Dry Lean Cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm aggregate cement ratio as per IS 456, aggregate gradation after blending to be as per specifications, cement content not to be less than 220 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc., as required and as directed by the of Engineer-in- charge, complete. All labour and materials. | 2479.12 | 1m3 |
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Sales: +91 7383 93 4054