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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAccepted-AOC CONSTRUCTION DIVISION 2 P W D AZAMGARH UTTAR PRADESH UP | ETAH | UTTAR PRADESH | 207001 | ₹47.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹48.8 LRejected-AOC | ₹48.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹49.0 LRejected-AOC GRAM AND POST MUSEPUR JANPAD AZAMGARH UTTAR PRADESH | AZAMGARH | AZAMGARH | UTTAR PRADESH | ₹49.0 L | L3 | Rejected-AOC L3 |
| 4 | L4₹50.8 LRejected-AOC AZAMGARH | FARRUKHABAD | UTTAR PRADESH | 209501 | ₹50.8 L | L4 | Rejected-AOC L4 |
| 5 | L5₹53.7 LRejected-AOC GRAM AND POST LAKHUN TEHSIL DHAURHARA LAKHIMPUR KHERI | ₹53.7 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | arvind kumar yadav L1 | Ms A S Construction L4 | M/s Uday Construction L3 | M/s Rajendra Prasad Srivastava L2 | M/S SHRI RAM SINGH L5 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | 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. | 131.06 | Cum. | 3,950 ₹5.2 L | 4,129.17 ₹5.4 L | 3,980 ₹5.2 L | 4,000 ₹5.2 L | 4,500 ₹5.9 L |
| 1.02 | 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. | 1,398 | Sqm | 40 ₹55,920 | 42.9 ₹59,974.20 | 41 ₹57,318 | 41 ₹57,318 | 45 ₹62,910 |
| 1.03 | 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. | 17,475 | Sqm | 13.5 ₹2.4 L | 14.56 ₹2.5 L | 14 ₹2.4 L | 14 ₹2.4 L | 15 ₹2.6 L |
| 1.04 | 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. | 17,475 | Sqm. | 173 ₹30.2 L | 184.5 ₹32.2 L | 178 ₹31.1 L | 175 ₹30.6 L | 200 ₹35.0 L |
| 1.05 | 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-C seal coat as with bitumen (S-90) @ 6.50 kg per 10 sqm. Technical Specification Clause 510 and direction of Engineer-in-charge. | 17,475 | Sqm. | 55 ₹9.6 L | 57 ₹10.0 L | 55 ₹9.6 L | 57 ₹10.0 L | 55 ₹9.6 L |
Tender Value
₹57.9 L
EMD Value
₹1.2 L
Closing Date
6 Oct 2025, 11:00 amClosed
Superintending Engineer
Office Superintending Engineer 14th Circle Irrigation Work Azamgarh
Renovation work of service road
2025_UPIDC_1078360_9
01/SE/2025-26
Open Tender
Civil Works
30 days
AZAMGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,750
₹1.2 L
Yes
AZAMGARH
4 Jan 2026
29 Sept 2025
6 Oct 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
30 Sept 2025
Amount
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.
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.
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.
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.
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-C seal coat as with bitumen (S-90) @ 6.50 kg per 10 sqm. Technical Specification Clause 510 and direction of Engineer-in-charge.
M/s Rajendra Prasad Srivastava (BID ID -5585949)
M/s Uday Construction (BID ID -5581979)
Ms A S Construction (BID ID -5586247)
M/S SHRI RAM SINGH (BID ID -5584254)
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