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Tender ID
Tender Value
₹10.7 L
EMD Value
₹26,697
Closing Date
2 Jun 2026, 5:00 pmClosed
AE CHELORA
AE CHELORA KANNUR MUNCIPAL CORPORATION CHELORA ZONAL PIN-670594
Annual Plan-Annual Plan Proj No -1552/25-26 Poonkavanam chathu nair veedu road tarring and culvert construction division 17Corporation-
2026_LSGD_852576_7
AE/LIDEW/CH/03/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KANNUR CORPORATION CHELORA ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,697
Yes
26 May 2026
26 May 2026
4 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
26 May 2026 - 2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1culvert construction | |||||
| 1.001 | 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. | - | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | OD406839/2025-2026:Providing and fixing guard post Providing and fixing guard post of size 150mmx150mm,1200mm long, 800mm above ground level and 400mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 8mm dia stirrups @ 100mmc/c, including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide. | - | each | - | - |
| 2road tarring | |||||
| 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. | - | cum | - | - |
| 2.002 | 4.1.A.2: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. (ii) For Grading II Material | - | cum | - | - |
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