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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹36.4 LAccepted-Finance | ₹36.4 L | 1 | Accepted-Finance 1st Lowest Rate |
| 2 | 2₹36.5 LRejected-Finance CHIRA GHORAWAL SONBHADRA | ₹36.5 L | 2 | Rejected-Finance Higher rate |
| 3 | 3₹37.6 LRejected-Finance GORAKHPUR | UTTAR PRADESH | 273001 | ₹37.6 L | 3 | Rejected-Finance Higher Rate |
| 4 | 4₹40.8 LRejected-Finance BAISUHIYA MEWALI MIRZAPUR | ₹40.8 L | 4 | Rejected-Finance Higher Rate |
| 5 | 5₹44.2 LRejected-Finance 580 SHREE DAMUPRIYA SHIVPURI MARG ALAPUR PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹44.2 L | 5 | Rejected-Finance Higher Rate |
Tender Value
₹68.0 L
EMD Value
₹5.4 L
Closing Date
6 Apr 2026, 12:00 pmClosed
SE, Mzp Circle, PWD, Mzp.
SE, Mzp Circle, PWD, Mzp.
Construction Work
2026_CEMRZ_1130624_1
1358/53M-Mzp Circle/2025-26 Dt. 20-03-2026
Open Tender
Civil Works - Roads
182 days
Mirzapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,720
₹5.4 L
Yes
SE, Mzp Circle, PWD, Mzp.
10 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
2 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in embankment in moorum mixed/black cotton soil. Excavation to be in the form of regular pits not exceeding 0.5 m in depth and earth work in embankment to be in 20 cm layers including ramming & dressing the surface to raquired level and slope and also i/c 1.5m lift and 30m lead | |||||
| 2Construction 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 sheel roller to achive the desired density, complete as per Technical Specification Clause 401. | |||||
| 3Providing, 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. | |||||
| 4Providing, 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. | |||||
| 5Brick edging on both side of roads of straight over burn brick class 275[8.00cm(3")wide & 12 cm (4.50")] deep laid with mud mortor icluding labour & supply of bricks finished to requared templete and in proper alignment and also including dressing & ramming the exacavated earth as directed by the E/I | |||||
| 6Providing 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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
| 7Providing and applying tack coat with Bitumen VG-10) using Bitumen distributor at the rate of 0.30kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 8Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 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. | |||||
| 9Providing 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 | |||||
| 10Earth work in patries both one side of road. Excavation to be in inordinary black with moorum soil form of regular pits not excceding 0.50 m in depth and earth work in embankment in 20 cm layers including ramming and dressing the surface to required lavels and slopes and also including 1.5 m lift and 30 m lead including all labour. T&P etc complete as per direction of Engineer-in-charge | |||||
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