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NTID 46350282
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💬 Talk to Our Bidding ExpertAnnual Repair And Maintenance in Cuddapah - Complete Tender Details
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Airports Authority of India
Cuddapah, Andhra Pradesh, India
NTID 46350282
- Opening Date : Wed 26th August, 2026
- Closing Date : Mon 24th August, 2026
- ₹ 2054234.00
- NTID 46350282
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
61627.00 -
Document Cost
1180.00 -
Estimated Cost
2054234.00
BOQ Items Total Items : 3 | Total Qty : 4725
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm | 2100 | SQM |
| 2 | Milling out existing bituminous surface upto 50mm depth by using cold milling machine including transportation of the milled materials to suitable disposal area within the Airport premises of lead upto 2 Km, cleaning of the milled areas including removal of loose materials etc., as per the direction of Engineer-In-Charge. | 2520 | SQM |
| 3 | Providing and laying of Hot Mix Dense Asphaltic Concrete (DAC) using crushed stone aggregate of quality, size and grading as specified and cement as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete Note: The Job Mix Formula indicating the Mix proportions of aggregate along with the design bitumen content at Optimum Bitumen content are as follows: 1) 10mm aggregate - 30% by weight of mix 2) 6mm aggregate - 15% by weight of mix 3) 2.36mm aggregate - 53% by weight of mix 4) Cement - 2% by weight of mix 5) Design bitumen content by weight of Mix (%) - 135.25 Kg/Cum (or) 6.2% This particular Job mix details as per above proportions is to be used by the agency for purpose of this item and it is implied that the agency has read this JMF and quoted his/her rates accordingly. | 105 | CUM |
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