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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Finance 2640 DURGA NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | -1.00% | ₹9.4 L | L1 | Admitted-Finance |
| 2 | L2₹9.5 LAdmitted-Finance | +0.00% | ₹9.5 L | L2 | Admitted-Finance |
| 3 | L2₹9.5 LAdmitted-Finance 0 03 | +0.00% | ₹9.5 L | L2 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical rejected |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical rejected |
Updated dates
Tender Value
₹9.5 L
EMD Value
₹19,080
Closing Date
17 Mar 2026, 6:00 pmClosed
ama zp deoria
civil lines road zila panchayat office deoria
gram panchayat kalavan me guruch ghat pich marg se ramawadh sahani ke ghar tak cc
2026_UPPRD_1118467_43
718/zp/deoria/11-02-2026
Open Tender
Civil Works
120 days
deoria
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
ama zp deoria
₹19,080
5 May 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
Construction of granular sub-base (grading-1) by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
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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