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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC VILL GOLIYAPUR POST BARNAHAL KARHAL MAINPURI | MAINPURI | UTTAR PRADESH | 205001 | ₹6.8 L | L1 | Accepted-AOC aoc |
| 2 | L2₹9.4 LRejected-Finance PADUA ROAD CHOWK BHOGAON DISTRICT MAINPURI | ₹9.4 L | L2 | Rejected-Finance due to rate |
| 3 | L3₹9.4 LRejected-Finance | ₹9.4 L | L3 | Rejected-Finance due to rate |
| 4 | L4₹9.4 LRejected-Finance SIKANDER PUR GOLA BAZAR MAINPURI | ₹9.4 L | L4 | Rejected-Finance due to rate |
Tender Value
₹10.1 L
EMD Value
₹1.0 L
Closing Date
13 Mar 2026, 12:00 pmClosed
ee
cd mainpuri
Ren of Lekhrajpur kasad road to Kund road
2026_CEAGR_1122403_7
307/5A date 24.02.2026
Open Tender
Civil Works
60 days
mainpuri
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹1.0 L
Yes
22 Apr 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
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, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Excluding GST
Providing and applying tack coat with bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification clause-503. Excluding GST
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 V.G-10 grade bitumen 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. as per Technical Specification clause-508 Excluding GST
Providing and laying seal coat by mechanical means with VG-10 grade bitumen 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. Excluding GST
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 M (20") depth & earth work in embankment to be in 20 cm layers including ramming & dressing the surface to required levels & solpes & also including 1.50 M (5ft) lift & 30 M (100ft) lead. The earth in from of cutting to be used as spoil banks with in 50 M destance as directed by E/I etc. Excluding GST
Conditions
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