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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹66,024Accepted-AOC | 1 | Accepted-AOC Lowest quoted | |
| 2 | 2₹67,421+₹1,397 (2.12%)Rejected-Finance VELLANKULAMATTATHIL HOUSE KANNARAGOD 671 | KANNARAGOD | KERALA | 2 | Rejected-Finance 2 |
Tender Value
₹66,076
EMD Value
₹1,652
Closing Date
26 Aug 2023, 6:00 pmClosed
AE PANATHADY
OFFICE OF THE ASST ENGINEER LIDEW SECTION PANATHADY GP
Work Name Annual Plan-Formation of new Roads-139/23-24-General Civil Work
2023_LSGD_595956_8
AE/LSGD/PDY/TEN/02/23-24
Open Tender
Civil Works - Roads
Item Rate
120 days
PANATHADY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹1,652
Yes
7 Dec 2023
18 Aug 2023
2 Sept 2023
18 Aug 2023
26 Aug 2023
18 Aug 2023
Amount
Road formation-Pulikkadavu-Munthantemoolathattu0/00-0/325
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
Formation-Chamundikkunnu-Munthantemoolathattu-0/00-0/320
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.8.3:Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5
Benny Jose
Bidder Name
G S RAJEEV
Benny Jose
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