Lot-9
XIV Circle Irrigation Works, Azamgarh · Azamgarh, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- EMD: ₹1.5L
- Published: 29 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Ministry: U P Irrigation Department
- Department: Chief Engineer-Sharda Sahayak
- Office: SSD-23, Azamgarh
Description
Work involves earth work, stone aggregate laying, brick work, bituminous surface treatment, and sealing coat for the renewal of service road from km 1.500 to km 2.000 on Chhāu Rojhawa.
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 (8)
- Earth work for making patari with ordinary soil including levelling, ramming and dressing the surface with 1.5 m lift and 30m lead all labour T&P etc complete in all respect as per direction of Engineer in-charge. — Qty: 900 Cum
- W.B.M (Grade-2) Providing, laying, spreading and compacting stone aggregates of specific size (63mm to 45mm) to Water Bound Macadam (G-2) 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, Stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 2 as per Technical Specification Clause 405 and direction of Engineer-in-charge. — Qty: 60 Cum
- Providing and laying brick on edge 7.00 cm. wide on both side of the road with M-150 bricks complete work as per SI. No. 765 — Qty: 0.1 Km
- W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific size (53mm to 22.4mm) to Water Bound Macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405 and direction of Engineer-in-charge. — Qty: 112 Cum
- Providing and applying Prime Coat with Bitumen Emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.85 kg/sqm using mechanical means as per technical specification clause 502 and direction of Engineer-in-charge. — Qty: 1500 Sqm
- Providing and applying Tack Coat with bitumen VG-10 using bitumen distributor @ 0.275 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503 and direction of Engineer-in-charge. — Qty: 1500 Sqm
- 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 @0.27cum per 10 sqm either using penetration grade bitumen VG-10 @1.46kg per sqm to required line, grade and level to serve as wearing course on a previously prepared base, with paver finisher including mixing in a Hot Mix Plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by as per Technical Specification Clause 508 and direction of Engineer-in-charge. — Qty: 1500 Sqm
- Seal Coat Type-C Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade cross fall using Type-B seal coat as with bitumen (S-90) @ 6.80 kg per 10 sqm. Technical Specification Clause 510 and direction of Engineer-in-charge. — Qty: 1500 Sqm
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