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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Finance | ₹7.7 L | L1 | Admitted-Finance |
| 2 | L2₹7.7 LAdmitted-Finance JHARIA BENIGANJ HARDOI | BENIGANJ | HARDOI | UTTAR PRADESH | ₹7.7 L | L2 | Admitted-Finance |
| 3 | L3₹7.7 LAdmitted-Finance | ₹7.7 L | L3 | Admitted-Finance |
Tender Value
₹7.7 L
EMD Value
₹15,408
Closing Date
27 Jan 2026, 10:00 amClosed
apar mukhaya adhikari
zila panchyat pratapgarh
Peeranagar Itaura marg se brahmin basti tak pc kaary (27)
2026_UPPRD_1108347_2
870/zppbh/ E-tender/2025-26 Date-13-01-2025
Open Tender
Civil Works
90 days
pratapgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹909
Yes
apar mukhaya adhikari
₹15,408
Yes
zila panchyat pratapgarh
31 Jan 2026
22 Jan 2026
27 Jan 2026
22 Jan 2026
27 Jan 2026
22 Jan 2026
22 Jan 2026
Clearing and Grubbing Road Land including up rooting wild vegetation,grass,bushes,shrubs,sapling and tree of girth up to 300mm,removal of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause201.
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, Crushable screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
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, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
Laying Brick soling layer on prepared sub-grade with brick on edging according to lines,graded and cross section show on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over burnt brick soling,watering and rolling as per Technical Specification Clause412.
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen (V G -10) using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with Hydraulic broom
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm 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 Type A or Type B or Type C as per Technical Specification Clause 508.
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510
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 as per Technical Specification Clause 301.5
S/Fixing of Ingraution stone Size 3'x2' including writing with required pedestal & Photo graphs
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