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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAccepted-AOC 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹41.5 L | L1 | Accepted-AOC SECURITY SUBMMITED BY CONTRACTOR |
| 2 | L2₹42.0 LRejected-Finance 37 HARSH NAGAR ROBERTSGANJ SONBHADRA UTTAR PRADESH 231216 | ROBERTSGANJ | SONBHADRA | UTTAR PRADESH | 231216 | ₹42.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹44.2 LRejected-Finance | ₹44.2 L | L3 | Rejected-Finance L3 |
| 4 | L4₹46.3 LRejected-Finance | ₹46.3 L | L4 | Rejected-Finance L4 |
| 5 | L5₹55.6 LRejected-Finance NA | NA | NA | 121004 | ₹55.6 L | L5 | Rejected-Finance L5 |
Tender Value
₹77.8 L
EMD Value
₹5.9 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
C O REMAINING PART OF GODHAPATHAR LINK ROAD INCLUDING MAINTENANCE UP TO 7 POINT 5 PERCENT OF CONTRUCTION COST
2026_CEMRZ_1128676_4
1107/53COM MZP CIRCLE DATE 7.3.2026
Open Tender
Civil Works
180 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
₹5.9 L
Yes
18 Jun 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 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 |
|---|---|---|---|---|---|
| 1Construction of embankment with approved material obtained from borrow pits with a lead upto 30m and lift upto 1.5m spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per techanical specification clause 301.5 | |||||
| 2Construction of granular sub-base by providing well graded ready mixed sukrut material, spreading in uniform layers with motor grader on prepared surface with at OMC, and compacting in two layer with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | |||||
| 3Providing, laying, spreading and compacting stone aggregates of 45-63mm Sukrut stone ballast 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, Type-B screening 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 22.4-53mm Sukrut Stone ballast size 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, Type-B 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 on edging on both side of road on 1st class brick as per SOR SI NO | |||||
| 6Providing and appying prime coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.70 kg/Sqm using mechanical means as per Technical specification claue 502 . | |||||
| 7Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.35 kg. per sqm on the prepared bituminous / granular surface cleaned with hydrulic broom as per Techinical Specification No. 503 | |||||
| 8Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm dalla aggregate either using 80/100 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,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.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. | |||||
| 10Construction of embankment with approved material obtained from borrow pits with a lead upto 30m and lift upto 1.5m spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per techanical specification clause 301.5 | |||||
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