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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹10.7 L
EMD Value
₹21,481
Closing Date
27 Jan 2026, 5:00 pmClosed
AMA
ZILA PANCHAYAT UNNAO
11. GRAM KATAHA CHAURAHE SE PRIMARY PATHSHALA SCHOOL HOTE HUE GRAM PAPARIYA TAK SAMPARK MARG KA NIRMAN KARYA (CC KARYA)
2026_UPPRD_1107446_1
109/SA.NI.Z.P.UNN/2025-26/11
Open Tender
Civil Works
90 days
UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
AMA
₹21,481
6 Feb 2026
19 Jan 2026
28 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Clearing & 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
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
Laying of 350 MM Dia NP3 Hume Pipe.
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