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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Finance | -2.80% | ₹7.7 L | L1 | Admitted-Finance |
| 2 | L2₹7.8 LAdmitted-Finance | -0.90% | ₹7.8 L | L2 | Admitted-Finance |
| 3 | L3₹7.9 LAdmitted-Finance | -0.51% | ₹7.9 L | L3 | Admitted-Finance |
| 4 | L4₹7.9 LAdmitted-Finance | -0.05% | ₹7.9 L | L4 | Admitted-Finance |
| 5 | L4₹7.9 LAdmitted-Finance | -0.05% | ₹7.9 L | L4 | Admitted-Finance |
Tender Value
₹7.9 L
EMD Value
₹39,470
Closing Date
16 Feb 2026, 12:00 pmClosed
Apar Mukhya Adhikari
O/of Apar Mukhya Adhikari, Zila Panchayat, Sitapur
VIKAS KHAND SIDHAULI MEIN GODHANA GAON C.C. SE PURAVA GAON KHADANJE TAK C.C. KARYA
2026_UPPRD_1113670_12
2396/SA.NI.VI.-Z.P./2025-26 DATE 21-01-2026
Open Tender
Civil Works
90 days
O/of Apar Mukhya Adhikari, Zila Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹295
Apar Mukhya Adhikari
₹39,470
12 Mar 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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 specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening 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 an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
Construction of Hume Pipe Culvert 600 MM Dia NP-3
Supply & Fixing Of Inauguration Stone
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