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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-Finance | ₹14.6 L | L1 | Accepted-Finance Lowest Amount |
| 2 | L2₹14.6 LRejected-Finance | ₹14.6 L | L2 | Rejected-Finance Above Amount |
| 3 | L3₹14.6 LRejected-Finance | ₹14.6 L | L3 | Rejected-Finance Above Amount |
Tender Value
₹12.4 L
EMD Value
₹24,732
Closing Date
24 Feb 2026, 5:00 pmClosed
APAR MUKHYA ADHIKARI
ZILA PANCHAYAT AMBEDKARNAGAR
GRAM SABHA BELAUA BARIYARPUR ME MEN ROAD SE RAJENDRA PRASAD KE GHAR KI TARAF C.C. KARY. 09
2026_UPPRD_1113412_9
2033 /Z.P.AMBE/E-TENDAR/2025-26 DATE 05.02.2026
Open Tender
Road Works
ZILA PANCHAYAT AMBEDKARNAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
APAR MUKHYA ADHIKARI
₹24,732
Yes
12 Mar 2026
9 Feb 2026
25 Feb 2026
9 Feb 2026
24 Feb 2026
9 Feb 2026
C.C WORK
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.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand).DSR-6.1.2
12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) DSR-13.4.1
Earthwork in Embankment in ordinary soil excavation to be in the form or regular pit not exceeding 50 m in depth and Earthwork in embankment to be in 20 cm layers including ramming & dressing the surface to requried level and slop and also including lift upto 1.5m and lead upto 30m. (Cartage Earth)
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.
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.
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.
S/F 350 mm NPE-3 PIPE
Supply & Fixing Of Inauguration Stone.
Add GST @ 18%
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