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NTID 43863126
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Inquiry NowSpecial Repair Work Of Tengwa in Gorakhpur - Complete Tender Details
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Public Works Department
Gorakhpur, Uttar Pradesh, India
NTID 43863126
- Opening Date : Thu 12th February, 2026
- Closing Date : Thu 12th February, 2026
- ₹ 1514000.00
- NTID 43863126
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
152000.00 -
Document Cost
944.00 -
Estimated Cost
1514000.00
BOQ Items Total Items : 5 | Total Qty : 12252.5
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 40.00 | Cum |
| 2 | Providing and applying tack coat with Bitumen (VG-10) using bitumen pressure distributor @ 0.30 kg/sqm on the prepared bituminous surfaces as per Technical Specification Clause 503. | 3937.50 | Cum |
| 3 | Providing laying and rolling of open-graded premix carpet of 20 mm thickness, composed of 13.2 mm to 5.6 mm aggregates and using Bitumen VG-10, to required line, grade and leval to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. | 3937.50 | Sqm |
| 4 | Providing and laying seal coat type C, composed of as chipping of 6.7mm size passing 100% passing 9.5 mm sieve and retained on 2.36 mm sieve and VG-10 Bitumen, to seal the voids in a bitumenous surface, including its mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level, grades and cross fall, as per Technical Specification Clause 508. | 3937.50 | Sqm |
| 5 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 For Patri | 400.00 | Sqm |
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