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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83,683.22Accepted-AOC ALAPPUZHA | KERALA | 686102 | L1 | Accepted-AOC L1 | |
| 2 | L2₹84,614.37+₹931.15 (1.11%)Rejected-AOC 10051373 RENJU R 1005 SUB TREASURY THODUPUZHA | IDUKKI | KERALA | 685501 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ANILKUMAR V M L1 | DIPIN P.K. L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 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. | 8.79 | cum | 66.1 ₹580.75 Lowest | 66.84 ₹587.26 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 8.79 | cum | 9,458.51 ₹83,102.47 Lowest | 9,563.75 ₹84,027.11 |
Tender Value
₹84,614
EMD Value
₹2,115
Closing Date
11 Mar 2026, 10:00 amClosed
Assistant engineer
O/o the Assistant engineer, LID and EW, Karimannoor
Konickal Colony road concreting
2026_LSGD_842857_3
2025_LIDEW_AE_KMNR7
Open Tender
Civil Works - Roads
Item Rate
180 days
Karimannoor G P
Konickal Colony
road concreting
5 documents required · 5 mandatory
₹555
Yes
₹2,115
Yes
16 Jun 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
ROAD CONCRETE
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.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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