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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical valid bid found |
| 2 | Accepted-Technical 0 FATEHGANJ WEST MEERAPUR ROAD BAREILLY BAREILLY UTTAR PRADESH 243001 UDYAM UP 15 0043050 | BAREILLY | UTTAR PRADESH | 243001 | Accepted-Technical valid bid found |
| 3 | Accepted-Technical | Accepted-Technical valid bid found |
Tender Value
₹18.4 L
EMD Value
₹36,725
Closing Date
27 Mar 2026, 1:00 pmClosed
APPAR MUKHAYA ADHIKARI
Civel Line Vikash Bhawan parisar fatehgarh farrukhabad
c c work
2026_UPPRD_1128251_2
1804/E NIVIDA/NIRMAN/ZP/2025-26
Open Tender
Road Works
90 days
MOHAMDABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
ZIAL NIDHI ZILA PANCAYAT FARRUKHABAD
₹36,725
Yes
28 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
27 Mar 2026
20 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 |
|---|---|---|---|---|---|
| 1Construction 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. | |||||
| 2 | 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. | 1 | M3 | - | - |
| 3 | 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 / binding material to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2 as per technical Specification Clause 405. | 0.6 | M3 | - | - |
| 4construction of un reinfoced, 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 | |||||
| 5Construction 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. | |||||
| 6supply and fixing of inauguration Ston etc all complete | |||||
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2104399.xls
BOQ • 0.25 MB
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