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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC U P SINGH COLONY KANHAIYAPUR VAJIDPUR DISTRICT JAUNPUR U P | ₹1.3 Cr Quoted ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 CrRejected-AOC D 128 SECTOR 10 NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹1.2 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 CrRejected-AOC | ₹1.3 Cr | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical AWNJAPUR CHANDAULI | CHANDAULI | UTTAR PRADESH | 221009 | - | - | Rejected-Technical Not Qualified |
| 5 | Rejected-Technical NA | - | - | Rejected-Technical Not Qualified |
| Sl No | Description | Qty | Unit | m/s ankur and brothers L1 | Varun Kumar Singh L2 | VIRAT CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.01 | Jungle clearance with cutting of behy, gondi and elephant grass as per direction of Engineer in-charge. | 12,777 | Sqm | 3.54 ₹45,230.58 | 3 ₹38,331 | 3.94 ₹50,341.38 |
| 1.02 | 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. | 2,725.31 | Cum. | 88.71 ₹2.4 L | 60 ₹1.6 L | 98.5 ₹2.7 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 | 3.23 | Km. | 69,193.8 ₹2.2 L | 70,000 ₹2.3 L | 76,830 ₹2.5 L |
| 1.04 | Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to archive the desired density complete as per Technical specification clause 401. as per direction of Engineer in-charge | 86.63 | Cum. | 2,926.53 ₹2.5 L | 3,000 ₹2.6 L | 3,249.5 ₹2.8 L |
| 1.05 | 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. | 631.76 | Cum. | 3,890.35 ₹24.6 L | 3,800 ₹24.0 L | 4,319.69 ₹27.3 L |
| 1.06 | 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. | 729.15 | Cum. | 3,631.93 ₹26.5 L | 4,000 ₹29.2 L | 4,032.75 ₹29.4 L |
| 1.07 | 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. | 8,423.4 | Sqm | 39.82 ₹3.4 L | 44 ₹3.7 L | 44.21 ₹3.7 L |
| 1.08 | 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. | 21,734.19 | Sqm | 15.12 ₹3.3 L | 17 ₹3.7 L | 16.79 ₹3.6 L |
| 1.09 | 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. | 21,734.19 | Sqm. | 177.1 ₹38.5 L | 195 ₹42.4 L | 196.64 ₹42.7 L |
| 1.10 | 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. | 21,734.19 | Sqm. | 63 ₹13.7 L | 68 ₹14.8 L | 68.99 ₹15.0 L |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 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_14
01/SE/2025-26
Open Tender
Civil Works
30 days
JAUNPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
₹2.6 L
Yes
AZAMGARH
19 Dec 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
6 Oct 2025
29 Sept 2025
30 Sept 2025
Amount
Jungle clearance with cutting of behy, gondi and elephant grass as per direction of Engineer in-charge.
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.
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
Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to archive the desired density complete as per Technical specification clause 401. 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.
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.
Varun Kumar Singh (BID ID -5585645)
VIRAT CONSTRUCTION (BID ID -5581943)
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