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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.1 LAccepted-AOC | ₹72.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹74.7 LRejected-AOC GRAM AND POST MUSEPUR JANPAD AZAMGARH UTTAR PRADESH | AZAMGARH | AZAMGARH | UTTAR PRADESH | ₹74.7 L | L2 | Rejected-AOC L2 |
| 3 | L3₹77.1 LRejected-AOC CONSTRUCTION DIVISION 2 P W D AZAMGARH UTTAR PRADESH UP | ETAH | UTTAR PRADESH | 207001 | ₹77.1 L | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical VILL ROSHANPUR JAHANIGANJ AZAMGARH | AZAMGARH | AZAMGARH | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Rejected-Technical NA | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | arvind kumar yadav L3 | M/s Uday Construction L2 | M/s Rajendra Prasad Srivastava L1 |
|---|---|---|---|---|---|---|
| 1.01 | 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. | 17,116.41 | Cum. | 80 ₹13.7 L | 75 ₹12.8 L | 75 ₹12.8 L |
| 1.02 | 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. | 188.4 | Cum. | 4,100 ₹7.7 L | 4,100 ₹7.7 L | 3,900 ₹7.3 L |
| 1.03 | 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 | 2.92 | Km. | 61,000 ₹1.8 L | 61,500 ₹1.8 L | 7,000 ₹20,433 |
| 1.04 | 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. | 326 | Cum. | 4,200 ₹13.7 L | 4,250 ₹13.9 L | 3,900 ₹12.7 L |
| 1.05 | 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. | 4,367.85 | Sqm | 35 ₹1.5 L | 35 ₹1.5 L | 34 ₹1.5 L |
| 1.06 | 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. | 15,414 | Sqm | 11 ₹1.7 L | 12 ₹1.8 L | 10.5 ₹1.6 L |
| 1.07 | 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. | 15,414 | Sqm. | 180 ₹27.7 L | 175 ₹27.0 L | 175 ₹27.0 L |
| 1.08 | 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. | 15,414 | Sqm. | 60 ₹9.2 L | 53 ₹8.2 L | 58 ₹8.9 L |
Tender Value
₹82.4 L
EMD Value
₹1.6 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_3
01/SE/2025-26
Open Tender
Civil Works
30 days
AZAMGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,300
₹1.6 L
Yes
AZAMGARH
18 Dec 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
30 Sept 2025
Amount
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.
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.
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
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 Uday Construction (BID ID -5581963)
arvind kumar yadav (BID ID -5585257)
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