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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.5 CrRejected-Finance MOHALLA SUBHASHNAGAR DEOKALI ROAD DISTT LAKHIMPUR KHERI | LAKHIMPUR KHERI | LAKHIMPUR KHERI | UTTAR PRADESH | ₹2.5 Cr | L2 | Rejected-Finance NOt Admitted |
| 3 | L3₹2.6 CrRejected-Finance | ₹2.6 Cr | L3 | Rejected-Finance NOt Admitted |
Tender Value
₹3 Cr
EMD Value
₹17 L
Closing Date
28 Mar 2026, 12:00 pmClosed
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
Construction work of 5x5 7 cell box culvert on Udanti River between Parewa and Hurmujpur in Ghazipur District
2026_CEUVZ_1128985_4
217/SETender/jnp-gzp circle/25 Date-14-01-2026
Open Tender
Civil Works
365 days
JAUNPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹17 L
Yes
23 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 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 1 km. lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16) | |||||
| 2Construction of granular sub-base by providing close 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 vibratory rollar to achieve the desired density , complete as per clause 401 | |||||
| 3Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with Approved Material. Specification N. 304 (S.N. 12.01i) (Ordinary Soil) | |||||
| 4Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI. No. - 12.04 | |||||
| 5Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08 | |||||
| 6Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600) | |||||
| 7Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. SI. No. 13.08 | |||||
| 8Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4 | |||||
| 9Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. | |||||
| 10Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. | |||||
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