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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically qualified |
Tender Value
₹12.7 L
EMD Value
₹25,400
Closing Date
18 May 2026, 11:00 amClosed
AMA ZILA PANCHAYAT KANNAUJ
Zila Panchayat Kannauj
Civil Work
2026_UPPRD_1146197_17
77/EN-3/N/26-27DT02-05-2026
Open Tender
Civil Works
Percentage
60 days
ZILA PANCHAYAT KANNAUJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
APAR MUKHYA ADHIKARI
₹25,400
30 May 2026
12 May 2026
18 May 2026
12 May 2026
18 May 2026
12 May 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 |
|---|---|---|---|---|---|
| 1 | 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. | - | M2 | 7.6 | - |
| 2 | 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. | - | M3 | 159.9 | - |
| 3 | Laying brick soling layer on prepared sub-grade with brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per Technical Specification Clause 412. | - | M2 | 481.6 | - |
| 4 | 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. | - | M2 | 159.9 | - |
| 5 | Construction of 600mm dia NP-3 Class H/Pipe Culvert | - | No | 90,290 | - |
| 6 | Supply & Fixing Of Inauguration Stone | - | Each | 8,250 | - |
| 7 | GST 18% | - | Nos | - | - |
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BOQ_2147874.xls
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