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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical GRAM AND POST LAKHUN TEHSIL DHAURHARA LAKHIMPUR KHERI | Accepted-Technical Technically Qualified |
| 4 | Accepted-Technical | Accepted-Technical Technically Qualified |
Tender Value
Refer Docs
EMD Value
₹3.2 L
Closing Date
5 Oct 2026, 11:00 amClosed
EE
Office EE SSK-23 Azamgarh
Lot-10
2026_UPIDC_1190953_10
02/EE/2026-27
Open Tender
Civil Works - Roads
Item Rate
75 days
Azamgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹3.2 L
Yes
13 Oct 2026
29 Sept 2026
5 Oct 2026
29 Sept 2026
5 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 69.12 | Cum | - | - |
| 2 | 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 | 0.36 | Km | - | - |
| 3 | 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. | 108 | Cum | - | - |
| 4 | 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. | 1,440 | Sqm | - | - |
| 5 | 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. | 7,200 | Sqm | - | - |
| 6 | 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. | 7,200 | Sqm | - | - |
| 7 | Seal Coat Type - C
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat with bitumin (S-90) @ 6.50 kg/10 sqm as per Technical Specification Clause 510 and direction of Engineer - in - charge | 7,200 | Sqm | - | - |
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