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Work Services Through Runway R, Agra - Tender Details
Explore tender information for Work Services Through Runway R in Agra, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Agra, Uttar Pradesh, India
NTID 38939979
Opening Date : Mon 10th February, 2025- Closing Date : Thu 6th February, 2025
- ₹ 4800000.00
- NTID 38939979
Work Services Through Runway Rehabilitation Scheme (rrs) Under Ge (af) Tech Area At Af Stn Agra
Key Values: Document Cost: 500.00 | EMD: 96000.00 | Estimated Cost: 4800000.00
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
96000.00 -
Document Cost
500.00 -
Estimated Cost
4800000.00
BOQ Items Total Items : 28 | Total Qty : 3082
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for Laying and compacting 200 mm thick in two layers 100 mm each (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber . The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and directed | 20.00 | 10 Sqm |
| 2 | M&L for applying evenly a priming / tack coat with bituminous primer at 10 Kg per 10 sq meter complete all as specified and directed. | 20.00 | 10 Sqm |
| 3 | M&L for premix bituminous macadam (using paving bitumen VG-30) of consolidated thickness 75mm or less with 4.5% binder content by weight of total mix, mixed in automatic hot mix plant, laid by using self propelled mechanical paver & rolled and compacted to required gradient and camber with 8 to 10 tonne power roller to achieve uniform smooth surface etc complete all as specified and directed. | 10.00 | cum |
| 4 | M&L for 30mm thick (Consolidated thickness) bituminous premixed Semi Dense Asphaltic Concrete(SDAC) with 5.5% binder content (VG-30) by weight to total mix, Mixed in automatic hot mix plant, laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface complete all as specified and as directed. Note :- The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 5.5%, the same shall be provided with no extra cost to the Govt. In case binder content found to be less than 5.5% as per mix design, the same shall be regularised as per actual mix design with minus price adjustment for less bitumen at market rate at the time of execution. The quantity of 5.5% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment. | 20.00 | 10 Sqm |
| 5 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat /sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm etc complete all as specified and as directed.. | 400.00 | Sqm |
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