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NTID 39589500
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Resurfacing Of Road Network An, Kandla - Tender Details
- Opening Date : Refer Documents
- Closing Date : Tue 8th April, 2025
- ₹ 38468164.00
- NTID 39589500
Tender Description
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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
384682.00 -
Document Cost
5900.00 -
Estimated Cost
38468164.00
BOQ Items Total Items : 18 | Total Qty : 134376.2
# | Item | Quantity | Units |
---|---|---|---|
1 | Removal of Garbage/debries by mechanical means (Hydraulic excavator)/manual means over areas including getting out and disposal of stuff lead beyond 3.50 km upto 3.00 Km outside cargo jetty area, as directed by Engineer-in-charge. | 3500.000 | M3 |
2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth upto lead of 3.50 km beyind 3.00 km and lift upto 1.5 m, and after preparing surface consolidation with Power vibratory roller including cost of wattering etc complete as directed by Engineer-in-Charge:(a)All kinds of soil / GSB filled / Ashphlated surface | 5250.000 | M3 |
3 | Reclamation of area for plot & approach road with mechanical plants equipments with quarry spall not exceeding 125 mm th. Including cost of excavation royalty taxes loading, unloading, transportation, spreading in two layer from existing ground level to required level, levelling, dressing etc. & wet consolidation by loaded trucks movement and at top with powe vibratory roller etc. complete with all labour and material as directed by Engineer-in-charge | 14700.000 | M3 |
4 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.(a) With medium setting bitumen emulsion | 74652.000 | M2 |
5 | Providing and laying Bituminous concrete 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 to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.(a) 40/50 mm compacted thickness with bitumen of grade PMB-40 @ 6.00 percentage (percentage by weight of total mix) and lime filler @ 3 percentage (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. | 7035.000 | MT |
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