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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.5 LAccepted-Finance 567 | KHERI | UTTAR PRADESH | 261501 | ₹49.5 L | L1 | Accepted-Finance Due to L1 Rate |
| 2 | L2₹50.1 LRejected-Finance | ₹50.1 L | L2 | Rejected-Finance Due to L2 Rate |
Tender Value
Refer Docs
EMD Value
₹5.6 L
Closing Date
18 Mar 2026, 3:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Constructoin of Missing Link Saidapur Karanpur Link Road to Mahjidpurwa Link Road
2026_CEUCZ_1125011_2
1198/352C/E.TEND/STP-LMP/25-26 Dt.06-03-2026
Open Tender
Civil Works - Roads
180 days
KHERI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹5.6 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
7 May 2026
13 Mar 2026
18 Mar 2026
13 Mar 2026
18 Mar 2026
13 Mar 2026
17 Mar 2026
Construction of embankment 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, laying and spreading Material on a prepared sub grade adding cement @2% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compresive strength and to form a layer of subbase.
Providing, laying and spreading Material on a prepared sub base cement @4% by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compresive strength and to form a layer of base
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 .
Construction of Shoulder 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
Routine maintinance Charge upto 5 years for any defect/damage found after construction of all works i/c restoration of paved surface, shoulders, culverts road furniture etc. complete as per direction of E/I First Year - 0 Second Year -
Third Year
Fourth Year
Fifth Year
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