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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC GANGA BUX PURWA HARDOI | HARDOI | HARDOI | UTTAR PRADESH | ₹10.8 L | L1 | Accepted-AOC Financial bid is accepted at the price Rs 1081275.00 the Employer |
| 2 | L2₹11.0 LRejected-Finance | ₹11.0 L | L2 | Rejected-Finance Being higher rate rejected |
| 3 | L3₹11.0 LRejected-Finance | ₹11.0 L | L3 | Rejected-Finance Being higher rate rejected |
| 4 | L4₹12.1 LRejected-Finance | ₹12.1 L | L4 | Rejected-Finance Being higher rate rejected |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
10 Mar 2026, 12:00 pmClosed
Executive Engineer PD PWD Sitapur
Office of the Executive Engineer PD PWD Sitapur
Renewal of Geruha road to ahmadpur Link Road
2026_CEUCZ_1121957_1
600/E-TENDER/2025-26 DT. 20.02.2026
Open Tender
Civil Works - Roads
60 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹860
₹1.5 L
Yes
Office of the Executive Engineer PD PWD Sitapur
20 Apr 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
7 Mar 2026
Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate, watering and compacting to the required density G-III (Mord 4.7(3)(A))
Construction of Patri with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom.
Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat .
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .
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