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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48,272.77Accepted-AOC PAZHUKKADU PUTHENVEEDU AYIRA AYIRA P O | ERNAKULAM | KERALA | 680667 | ₹48,272.77 | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | REJI C L1 |
|---|---|---|---|---|
| 1.00Maintenance | ||||
| 1.00 | 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. | 8.47 | cum | 64.39 ₹545.51 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 4.24 | cum | 2,970.31 ₹12,582.23 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.24 | cum | 8,296.75 ₹35,145.03 |
Tender Value
₹48,273
EMD Value
₹1,207
Closing Date
14 Aug 2025, 10:00 amClosed
Assistant Engineer
Assistant Engineer Karode G P Karode
Road works
2025_LSGD_766891_2
AE/KRD/3/TEND/2025-26
Open Tender
Civil Works - Roads
Karode grama panchayat
Please refer Tender documents.
10 documents required · 10 mandatory
₹335
Yes
₹1,207
Yes
15 Jun 2026
2 Aug 2025
14 Aug 2025
2 Aug 2025
14 Aug 2025
2 Aug 2025
Amount
Maintenance
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Bidder Name
REJI C
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