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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.7 LAdmitted-Finance VILLAGE DHANKUNI TEHSIL AMARIYA DIST PILIBHIT | PILIBHIT | UTTAR PRADESH | -0.55% | ₹20.7 L | L1 | Admitted-Finance |
| 2 | L2₹21.0 LAdmitted-Finance | +1.00% | ₹21.0 L | L2 | Admitted-Finance |
| 3 | L3₹21.0 LAdmitted-Finance | +1.22% | ₹21.0 L | L3 | Admitted-Finance |
Updated dates
Tender Value
Refer Docs
EMD Value
₹42,000
Closing Date
31 Dec 2025, 2:00 pmClosed
ama
office of zila panchayat pilibhit
dhankuna me damar road se sukhvindra singh ke ghar hote hue gram dandia ki or traha tak lepan karya
2025_UPPRD_1100148_69
1365 date 12.12.2025 tender 207
Open Tender
Civil Works
90 days
work
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
rtgs to 98440100004603 ifs code barb0extpil
₹42,000
13 Jan 2026
20 Dec 2025
31 Dec 2025
20 Dec 2025
31 Dec 2025
20 Dec 2025
praviding 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 sttages to proper grade and comber applying and brooming crushable screeing binding material to fill up the interstics of coarse aggregate watering and compacting to the required density grading 2 as per technical specification
praviding 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 sttages to proper grade and comber applying and brooming crushable screeing binding material to fill up the interstics of coarse aggregate watering and compacting to the required density grading 3 as per technical specification
providing and applying primer coat with bitumen smulsion SS1 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
providing and applying tack coat with bitumen VG10 using bitumen pressure distrbutor at tahe rate of 0.5kg per sqm on the prepared surface cleaning with hydraulic broom
providing laying and rolling of open graded premix carpet of 20mm thickness composed o 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 sutable plant laying and rolling with ha three wheel 80-100 kn static roller capacity finished to require level and grades to be followed by seal coat of either type A or type B or type C as per techniccal specification
providing and laying seal coat sealing the voids in a bituminous surface laid to the specified level grade and cross fall using type c as per technical specification
brick edging on both side of with M-275 class brick 8cm wide and 12cm deep laid with mud mortar all includng labour and supply of brick finished to the required template and proper aligment and also including dressing and ramming ithe excavated earth as directed by E-in-charge
construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 m transporting to side spreading gradeing to required slope and compacting to meet requirement of tables 300.1and300.2 with as per technical specification
spply of 350mmm dia np3 hume pipe
laying and fixing of 350 mm dia np3 hume pipe
S/Fixing of Infraction atone Size 3’*2’ including writing with required pedestal & Photo graphs
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