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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-Finance | ₹2.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.2 LRejected-Finance 302 1 SHIVKUTI PRAYAGRAJ | ₹3.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹3.4 LRejected-Finance GRAM PO NAKHERA DISTRICT MIRZAPUR | ₹3.4 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ARUN CONSTRUCTION L1 | M/S RAM KUMAR MAURYA S/O DASHANAND MAURYA L3 | M/S VINOD KUMAR PANDEY L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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 achieve the desired density, complete as per Technical Specification Clause 401. | 42.63 | cum | 1,300 ₹55,419 | 2,000 ₹85,260 | 1,600 ₹68,208 |
| 2.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 24.75 | cum | 1,323 ₹32,744.25 | 2,500 ₹61,875 | 2,400 ₹59,400 |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 24.75 | Cum | 1,300 ₹32,175 | 2,846.9 ₹70,460.78 | 2,846.9 ₹70,460.78 |
| 4.00 | Providing and applying primer coat with bitumen Emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | 330 | Sqm | 52.4 ₹17,292 | 52.4 ₹17,292 | 52.4 ₹17,292 |
| 5.00 | Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.225kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 330 | Sqm | 12.5 ₹4,125 | 12.5 ₹4,125 | 12.5 ₹4,125 |
| 6.00 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. | 330 | Sqm | 165 ₹54,450 | 173.55 ₹57,271.50 | 173.55 ₹57,271.50 |
| 7.00 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 | 330 | Sqm | 61.63 ₹20,337.90 | 61.63 ₹20,337.90 | 61.63 ₹20,337.90 |
| 8.00 | Providing brick edging on both side of road with first class brick 8 cm wide & 12 cm deep & supply of brick finished to required template and in proper alignment including dressing & ramming the excavation earth as per direction of I/E | 0.11 | Km | 82,000 ₹9,020 | 82,000 ₹9,020 | 82,000 ₹9,020 |
| 9.00 | Earth work in road embankment for making patria on road including cost of material, labour, T&P manual compaction dressing etc. required for proper completion of work. As per direction of I/E | 302.5 | Cum | 55 ₹16,637.50 | 55 ₹16,637.50 | 55 ₹16,637.50 |
Tender Value
Refer Docs
EMD Value
₹8,500
Closing Date
28 Feb 2026, 2:00 pmClosed
ExecutiveEngineer ID Chunar Mirzapur
Irrigation colony Fathan Mirjapur
Renovation of service road of Chaukiya Branch from km 0.000 to 0.110
2026_UPIDC_1117604_1
07/EE/2025-26/Lot-01
Open Tender
Civil Works
20 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹677
₹8,500
7 Mar 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
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 achieve the desired density, complete as per Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and applying primer coat with bitumen Emulsion(SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.225kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510
Providing brick edging on both side of road with first class brick 8 cm wide & 12 cm deep & supply of brick finished to required template and in proper alignment including dressing & ramming the excavation earth as per direction of I/E
Earth work in road embankment for making patria on road including cost of material, labour, T&P manual compaction dressing etc. required for proper completion of work. As per direction of I/E
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