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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.0 LAccepted-AOC AZAMGARH | FARRUKHABAD | UTTAR PRADESH | 209501 | ₹48.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹49.8 LRejected-AOC GRAM AND POST LAKHUN TEHSIL DHAURHARA LAKHIMPUR KHERI | ₹49.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹50.3 LRejected-Finance | ₹50.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹53.3 LRejected-Finance | ₹53.3 L | L4 | Rejected-Finance L5 |
| 5 | L5₹53.6 LRejected-Finance | ₹53.6 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | M/S virat constrution L4 | Ms A S Construction L1 | M/s Rajendra Prasad Srivastava L3 | VIRAT CONSTRUCTION L5 | M/S SHRI RAM SINGH L2 |
|---|---|---|---|---|---|---|---|---|
| 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. | 6,030 | Cum. | 84 ₹5.1 L | 60 ₹3.6 L | 80 ₹4.8 L | 84.15 ₹5.1 L | 40 ₹2.4 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. | 90 | Cum. | 4,928 ₹4.4 L | 4,200 ₹3.8 L | 4,100 ₹3.7 L | 4,928.81 ₹4.4 L | 4,700 ₹4.2 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 | 1.52 | Km. | 65,835 ₹1.0 L | 65,000 ₹98,800 | 59,000 ₹89,680 | 65,835 ₹1.0 L | 66,000 ₹1.0 L |
| 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. | 171 | Cum. | 4,593 ₹7.9 L | 4,100 ₹7.0 L | 4,100 ₹7.0 L | 4,593.6 ₹7.9 L | 4,600 ₹7.9 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. | 12,000 | Sqm | 39 ₹4.7 L | 38 ₹4.6 L | 40 ₹4.8 L | 39.5 ₹4.7 L | 38 ₹4.6 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. | 12,000 | Sqm | 13 ₹1.6 L | 13.8 ₹1.7 L | 12 ₹1.4 L | 13.66 ₹1.6 L | 13 ₹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. | 12,000 | Sqm. | 184 ₹22.1 L | 170 ₹20.4 L | 170 ₹20.4 L | 184.14 ₹22.1 L | 185 ₹22.2 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. | 12,000 | Sqm. | 55 ₹6.6 L | 50 ₹6 L | 60 ₹7.2 L | 55.93 ₹6.7 L | 50 ₹6 L |
Tender Value
₹49.7 L
EMD Value
₹1 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_7
01/SE/2025-26
Open Tender
Civil Works
30 days
AZAMGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,550
₹1 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
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 SHRI RAM SINGH (BID ID -5584315)
M/s Rajendra Prasad Srivastava (BID ID -5585944)
M/S virat constrution (BID ID -5582393)
VIRAT CONSTRUCTION (BID ID -5582109)
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