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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹53.1 LAccepted-AOC GRAM DHANNI KHEDA PO ASOHA DISTT UNNAO UTTAR PRADESH | UNNAO | UTTAR PRADESH | 209801 | ₹53.1 L Quoted ₹54.6 L | L-1 | Accepted-AOC Tender Accepted |
| 2 | L-2₹54.7 LRejected-Finance | ₹54.7 L | L-2 | Rejected-Finance L-2 |
Tender Value
₹54.6 L
EMD Value
₹4.7 L
Closing Date
16 Mar 2026, 12:00 pmClosed
SE, Unnao circle Unnao
SE, Unnao circle Unnao
Construction of Udhwa khera link road
2026_CEUCZ_1121808_11
1002MT/1MT/E-Tender/UC/2025-26 date27-02-2026
Open Tender
Civil Works
180 days
UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.7 L
Yes
15 Apr 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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
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(MORD) Technical Specification Clause 401.
Providing ,Laying ,spreading and compacting stone aggregates of 63-45 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/binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading as per (MORD) Technical Specifications Clause 405.
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 grading 3 as per Technical specification clause 405.
Construction of Shoulder with approved material obtained from borrow pits with all lift & lead transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5
Providing and applying prime coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical specification clause 502.
Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer and cleaned with mechanical broom as per Technical Specification clause 503.
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 of either TypeA or Type B or Type C as per Technical specification clause 508.
Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA,TypeB and Type C as per Technical specification Clause 510.
Brick edging on both side of the road of 1st class brick 8 cmm(3") wide and 12cm (4.5") deep laid with mud mortar all labour finished ti the required template and in proper aligment and also encluding dressing and ramming the excavated earth including all
E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251
Supply of 350 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc.
Maintenance of constructed road for next five year after completion, the contractor shall be paid total maintenance cost as Rs for five year in the form of installment as below. The payment shall be inclusive of cess but excluding GST. Payment shall be done as per satisfaction of engineer in charge regarding maintenance work carried out by contractor. From completion of 1 year to 2nd year 0.75% of Rs- 73.39 Lack
2nd year to 3rd year 1.5% of Rs- 73.39 lacks
3rd year to 4th year 2.25% of Rs- 73.39 Lacks
4th year to 5th year 3% of Rs- 73.39 Lacks
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