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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Finance | -11.69% | ₹9.8 L | L1 | Admitted-Finance |
| 2 | L2₹9.8 LAdmitted-Finance S 28 40 2 D ANAULA TAKTAKPUR VARANASI | VARANASI | UTTAR PRADESH | 221001 | -11.31% | ₹9.8 L | L2 | Admitted-Finance |
| 3 | L3₹9.8 LAdmitted-Finance | -11.00% | ₹9.8 L | L3 | Admitted-Finance |
| 4 | L4₹11.0 LAdmitted-Finance | -0.11% | ₹11.0 L | L4 | Admitted-Finance |
| 5 | L5₹11.0 LAdmitted-Finance | -0.01% | ₹11.0 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹11.0 L
EMD Value
₹22,080
Closing Date
17 Mar 2026, 6:00 pmClosed
ama zp deoria
civil lines road zila panchayat office deoria
gram sabha shankarpura me durga mandir se tiwari ji ke ghar tak cc
2026_UPPRD_1118467_29
718/zp/deoria/11-02-2026
Open Tender
Civil Works
120 days
deoria
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,298
ama zp deoria
₹22,080
29 Apr 2026
24 Feb 2026
18 Mar 2026
24 Feb 2026
17 Mar 2026
24 Feb 2026
Construction 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
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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,Stone Screening Material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Construction of Un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade),Coarse and fine aggrigates confirming to IS:383, curing compound(where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501.
Construction 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
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