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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹16.2 L
EMD Value
₹32,437
Closing Date
27 Mar 2026, 10:00 amClosed
AMA
ZILA PANCHAYAT UNNAO
38. PURWA ACHALGANJ SAMPARK MARG SE BABU KHEDA MOHADDWEENPUR SAMPARK MARG CC KARYA
2026_UPPRD_1128007_1
171/SA.NI.Z.P.UNN/2025-26/38
Open Tender
Civil Works
90 days
UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
AMA
₹32,437
15 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | ||||||
| 2Construction of granular sub-base (grading-1) 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. | ||||||
| 3 | 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. | 1 | M3 | - | - | BI01010001010000000000000515BI0100001115 |
| 4Construction 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. | ||||||
| 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 | ||||||
| 6S/F Of Sign Board | ||||||
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tech_eval.pdf
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Tendernotice_1.pdf
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BOQ_2103802.xls
BOQ • 0.22 MB
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