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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L Quoted ₹31.8 L | L1 | Accepted-AOC Accepted being Lowest Rate |
| 2 | L2₹31.9 LRejected-Finance | ₹31.9 L | L2 | Rejected-Finance Rejected being Higher Rate |
Tender Value
₹33.5 L
EMD Value
₹3.4 L
Closing Date
17 Feb 2026, 12:00 pmClosed
Executive Engineer, CD, PWD, Amethi
Executive Engineer, CD, PWD, Amethi
Renewal work of T-1 se Tikari Link Road with Hot Mix Plant
2026_CEUFZ_1114084_1
217/14A DATE 28-01-2026
Open Tender
Civil Works - Roads
60 days
AMETHI
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.4 L
Yes
23 Mar 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Providing laying spreading and compacting stone aggregates of specific sizes (22.4mm-53mm)to water bound macadam specification including spreading in uniform thickness, hand packing rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.(WBM III)
Providing and applying tack coat with bitumen VG - 10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specicification Clause 503. (Including cost of Bitumen)
Providing, laying and rolling of open graded premix surfacing with HMP of 20 mm thickness composed of 13.2 mm to 5.6 mm aggreates using penetration Grade Bitumen or cut-back or Emlusion to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitale plant, laying and rolling with A Smooth wheeled roller 8 - 10 tonne capacity, finished to required level and grades (Including cost of Bitumen)
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade (Including cost of Bitumen)
Earthwork in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 1/2 meter c 20" in depth and earthwork in embankment to be in 20 cm (8) layers including ramming and dressing the surface to required levels. washed out and distrubed patri.
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