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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance | ₹3.3 L | L1 | Accepted-Finance Lowest Amount |
| 2 | L2₹3.3 LRejected-Finance | ₹3.3 L | L2 | Rejected-Finance Above Amount |
| 3 | L3₹3.3 LRejected-Finance | ₹3.3 L | L3 | Rejected-Finance Above Amount |
| 4 | Rejected-Technical | - | - | Rejected-Technical All Document Not Complete |
Tender Value
₹2.8 L
EMD Value
₹5,612
Closing Date
5 Jun 2026, 12:00 pmClosed
APAR MUKHYA ADHIKARI
ZILA PANCHAYAT AMBEDKARNAGAR
GRAM SABHA HITHURI DAUDPUR ME DINESH VERMA KE GHAR SE GAOW KI TARAF C.C. KARY. 04
2026_UPPRD_1148662_4
322 /Z.P.AMBE/E-TENDAR//2026-27 DATE 13.05.2026
Open Tender
Road Works
Fixed-rate
ZILA PANCHAYAT AMBEDKARNAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
APAR MUKHYA ADHIKARI
₹5,612
Yes
12 Jun 2026
15 May 2026
5 Jun 2026
15 May 2026
5 Jun 2026
15 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 |
|---|---|---|---|---|---|
| 1C.C WORK | |||||
| 1.01 | 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 | 159.81 | - |
| 1.02 | 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. | - | m3 | 3,652.9 | - |
| 1.03 | 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. | - | m3 | 4,584.06 | - |
| 1.04 | 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. | - | m3 | 9,909.48 | - |
| 1.06 | Supply & Fixing Of Inauguration Stone. | 1 | JOB | 5,000 | ₹5,000 |
| 1.07 | Add GST @ 18% | 1 | Nos | 50,504.68 | ₹50,504.68 |
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tech_eval.pdf
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BOQ_2150286.xls
BOQ • 0.28 MB
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