Navinikaran
V Circle Irrigation Works, Bareilly · Bareilly, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- EMD: ₹25K
- Published: 28 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Ministry: Uttar Pradesh Irrigation Department
- Department: Chief Engineer-Sharda
- Office: RCD, Bareilly
Description
Renovation (Navinikaran) of Service Road (Nahar Patri) of Minor Hardua From km. 5.200 to 6.000 by the Uttar Pradesh Irrigation Department, Bareilly. The work involves stone aggregate laying, bituminous surface treatment, earthwork, and related civil works.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (7)
- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density complete work.(WBM Grading-2) — Qty: 18 CuM
- 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 (with 22.4 - 53 mm size st. ballast) as per Technical Specification Clause 405. — Qty: 81 CuM
- Providing and applying primer coat with Bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502. — Qty: 1080 SqM
- Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.300 to 0.350 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. — Qty: 2400 SqM
- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 as per Technical Specification Clause 508). — Qty: 2400 SqM
- Providing and laying seal coat by manual means with VG-10 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. — Qty: 2400 SqM
- Earth work in cutting or in embankment in ordinary soil excavation to be in the reguler pits not exceeding 0.50 m in depth and e/w in embankment to be in 20 cm , layers , including ramming and dressing the surface to required levels and slopes and also including 1.50 m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30 mtr distance as directed by engineer in charge. — Qty: 38.4 CuM
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