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Tender Value
₹12.6 L
EMD Value
₹31,434
Closing Date
12 Oct 2026, 3:00 pm
Sheena C M
The Assistant Engineer LIDEW Section Chorode Grama Panchayat
5 Thekke malol 4 cent colony puthanpurayil road W8 6 Kunnummal mukk canal road W8 Chorode GP Project no 25 26 27 General Civil Work
2026_LSGD_873279_10
01/2026/AE/LSGD/CGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Chorode Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,434
Yes
1 Oct 2026
1 Oct 2026
13 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kottayil mukk komminari palam road Ward 6 | |||||
| 1.001 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 25.2 | cum | - | - |
| 1.002 | 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 | 8.4 | cum | - | - |
| 1.003 | 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) | 12.6 | cum | - | - |
| 2Karthikakkara amgathazha -amblatt meethal road Ward 6 | |||||
| 2.001 | 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. | 28.71 | cum | - | - |
| 2.002 | 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 | 9.57 | cum | - | - |
| 2.003 | 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) | 14.36 | cum | - | - |
| 2.004 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 3.96 | cum | - | - |
| 2.005 | OD168884/2026-2027:Filling with Quarry Muck- Filling up low lying and water logged areas with local material/ quarry muck , spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 0.33 | cum | - | - |
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