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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Finance | -25.26% | ₹4.3 L | L1 | Admitted-Finance |
| 2 | L2₹4.4 LAdmitted-Finance MOH BAGH GULESHAWER KHAN PILIBHIT | -23.15% | ₹4.4 L | L2 | Admitted-Finance |
| 3 | L3₹4.8 LAdmitted-Finance | -17.51% | ₹4.8 L | L3 | Admitted-Finance |
| 4 | L4₹4.8 LAdmitted-Finance | -17.01% | ₹4.8 L | L4 | Admitted-Finance |
| 5 | L5₹4.9 LAdmitted-Finance | -14.33% | ₹4.9 L | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹12,000
Closing Date
2 Mar 2026, 2:00 pmClosed
ama
office of zila panchayat pilibhit
ahirpura me puliya se lekar mukti dham tak cc karya
2026_UPPRD_1119680_19
latter no 1995 date 10.02.2026 25 tender
Open Tender
Civil Works
90 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
rtgs to 98440100004603 ifs code BARB0EXTPIL
₹12,000
23 Apr 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
2 Mar 2026
24 Feb 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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,
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, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densiti Gradina 3 as ner Technical Snecification
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 M30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with
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 as per Technical Specification
S/Fixing of Ingraution atone Size 3’*2’ including writing with required pedestal & Photo graphs
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