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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.9 LAccepted-AOC 37 HARSH NAGAR ROBERTSGANJ SONBHADRA UTTAR PRADESH 231216 | ROBERTSGANJ | SONBHADRA | UTTAR PRADESH | 231216 | ₹50.9 L | L1 | Accepted-AOC SECURITY SUBMMITED BY CONTRACTOR |
| 2 | L2₹51.5 LRejected-Finance | ₹51.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹57.9 LRejected-Finance 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹57.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹58.4 LRejected-Finance | ₹58.4 L | L4 | Rejected-Finance L4 |
| 5 | L5₹64.1 LRejected-Finance NA | NA | NA | 121004 | ₹64.1 L | L5 | Rejected-Finance L5 |
Tender Value
₹90.5 L
EMD Value
₹6.5 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
C O KRK MARG SH 154 KM 27 KASTURBA GANDHI VIDYALAY TO KANETI BANDHI LINK ROAD INCLUDING MAINTENANCE UP TO 7 POINT 5 PERCENT OF CONTRUCTION COST
2026_CEMRZ_1128676_2
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
Yes
₹6.5 L
Yes
19 May 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 |
|---|---|---|---|---|---|
| 1Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines,grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | |||||
| 2Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site,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 Technical Specification Clause 301.5 | |||||
| 3Providing, laying and spreading material on prepared sub-grade adding cement @ 2% by weight of spreading material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. | |||||
| 4Providing, laying and spreading material on prepared sub-base cement @4% by weight of spreading material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. | |||||
| 5Providing 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
| 6(iii) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 7Providing, 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,finishedto required level andgrades to befollowed by seal coat of either Type A or Type B or Type Casper Technical Specification Clause 508. Case - I By Manual Means (I) Bitumen (S-90) | |||||
| 8Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A By Manual means Case III Type-C (i) Bitumen (S-90) | |||||
| 9Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthenshoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. | |||||
| 10Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
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