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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.9 LAdmitted-Finance | -0.10% | ₹18.9 L | L1 | Admitted-Finance |
| 2 | L2₹18.9 LAdmitted-Finance | +0.00% | ₹18.9 L | L2 | Admitted-Finance |
| 3 | L3₹18.9 LAdmitted-Finance | +0.00% | ₹18.9 L | L3 | Admitted-Finance |
Tender Value
₹22.3 L
EMD Value
₹1.1 L
Closing Date
30 Mar 2026, 11:00 amClosed
AMA
ZILA PANCHAYAT KANPUR NAGAR
CC KARYA
2026_UPPRD_1128805_15
etender-knpn-2025-26
Open Tender
Civil Works
ZILA PANCHAYAT KANPUR NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
AMA
₹1.1 L
11 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing 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. | |||||
| 2Construction 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. | |||||
| 3Construction of granular sub-base 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. | |||||
| 4Providing, 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. | |||||
| 5Construction 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. | |||||
| 9Supply & Fixing Of Inauguration Stone | |||||
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Tendernotice_1.pdf
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BOQ_2105428.xls
BOQ • 0.32 MB
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