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| Tender ID | 3814886 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Construction of Sherpur Rasulpur Muhammadpur To Dhanauta Machchharmara Link Road |
| Last Date For Submission | 30th Mar, 2026 |
| Opening Date | 30 Mar, 2026 |
| Document Cost | 2714.00 |
|---|---|
| EMD | 720000.00 |
| Estimated Cost | 10400000.00 |
| City | Ghazipur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Construction of Embankment with Material Obtained from Borrow Pits 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 requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ( Including T&P etc. complete. & Excluding cost of GST) | 8660.000 | Cum |
| 2 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. ( Including all material & T&P etc. complete. & Excluding cost of GST) | 987.500 | Cum |
| 3 | Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. ( Including all material & T&P etc. complete. & Excluding cost of GST) | 937.500 | Cum |
| 4 | Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.( Including all material & T&P etc. complete. & Excluding cost of GST) | 9375.000 | Sqm |
| 5 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level 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 capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.( Including all material & T&P etc. complete. & Excluding cost of GST) | 9375.000 | Sqm |
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