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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.1 LAccepted-AOC PHAZWA JEMAL SAIDPUR UP | ETAWAH | UTTAR PRADESH | 206120 | ₹81.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹81.1 L+₹4,059.36 (0.05%)Rejected-Finance | ₹81.1 L+₹4,059.36 (0.05%) | L2 | Rejected-Finance Not Admitted |
| 3 | Not Admitted-Fee/PreQual/Technical MOHALLA SUBHASHNAGAR DEOKALI ROAD DISTT LAKHIMPUR KHERI | LAKHIMPUR KHERI | LAKHIMPUR KHERI | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical GORAKHPUR GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical UTTAR PRADESH UP | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹86 L
EMD Value
₹6.3 L
Closing Date
23 Mar 2026, 12:00 pmClosed
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
Construction work of 3x3 3 cell box culvert in place of damaged culvert at km2 Saidpur Chiraiyakot marg (MDR), District Ghazipur
2026_CEUVZ_1126271_3
722/SE Tender/jnp-gzp circle/25 Date-09-02-2026
Open Tender
Civil Works
Percentage
180 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.3 L
Yes
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
6 Jul 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
23 Mar 2026
17 Mar 2026
17 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 |
|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
As per DSR 2023 SI No. 15.7.3 | 204.57 | Cum | - | - |
| - | Construction 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) | 3,444 | Cum | - | - |
| - | Construction 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 | 151.91 | Cum | - | - |
| - | Earth 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) | 475.3 | Cum | - | - |
| - | Plain 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 | 90.67 | Cum | - | - |
| - | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08 | 313.36 | Cum | - | - |
| - | Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600) | 29.52 | MT | - | - |
| - | Providing 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 | 48 | Rm | - | - |
| - | Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4 | 11.05 | Cum | - | - |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (WMM) | 71.25 | Cum | - | - |
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