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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.6 LAdmitted-Finance | -16.00% | ₹7.6 L | L1 | Admitted-Finance |
| 2 | L2₹8.2 LAdmitted-Finance | -9.11% | ₹8.2 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Pdf Attached |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical pdf attached |
Tender Value
₹10.7 L
EMD Value
₹90,529
Closing Date
13 Apr 2026, 10:00 amClosed
AMA
ZILA PANCHAYAT JHANSI
Nirman Karya
2026_UPPRD_1133578_1
24/jhs/re-tender/26-27
Open Tender
Civil Works
90 days
ZILA PANCHAYAT JHANSI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,298
AMA
₹90,529
27 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 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 |
|---|---|---|---|---|---|
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. | - | Sqm | - | - | |
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. | - | cum | - | - | |
Construction 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. | - | cum | - | - | |
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. | - | cum | - | - | |
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. | - | cum | - | - | |
Supply & Fixing Of Inauguration Stone | - | Each | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
PDF • 2.45 MB
BOQ_2115906.xls
BOQ • 0.27 MB
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