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| Sl No | Description | Qty | Unit | SHIBU C L1 | RAKESH A L2 |
|---|---|---|---|---|---|
| 1.00concrete | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 73.11 | cum | 65.12 ₹4,760.92 Lowest | 66.79 ₹4,883.02 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 73.11 | cum | 9,109.15 ₹6,65,969.96 Lowest | 9,343.93 ₹6,83,134.72 |
Tender Value
Refer Docs
EMD Value
₹17,289
Closing Date
23 Sept 2026, 5:00 pmClosed
Assistant Engineer
LID EW Kollayil GP
Proj No 229/27 Renovation of roads destroyed by JJM works in diff.wards of kollayil gp.phase III
2026_LSGD_868508_2
01/AE/LIDEW/KGP/2026-2
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollayil GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,530
Yes
₹17,289
Yes
13 Oct 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
15 Sept 2026 - 23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1concrete | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 73.11 | cum | - | - |
| 1.002 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 73.11 | cum | - | - |
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