Tender Details
Tender Title / Description
| Tender Title | GENERAL-KR 04 112- Kavumpady Vanjerikulam Mambaram Kannirutty vengarachal punnad Road- Airtel restoration estimate-KR 04 112- Kavumpady Vanjerikulam Mambaram Kannirutty vengarachal punnad Road- Airtel Restoration Estimate-General Civil Work |
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| Tender Description | APPENDIX-A Shoulder cutting 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mi |
| Comments | APPENDIX-A Shoulder cutting 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mi |
Important Dates
| Published Date | |
|---|---|
| Due Date | 29 Sep 2026 17:00:00 |
| Tender Open Date |
Estimate and EMD
| Estimated Value | 6.27 Lakh |
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| EMD | 15665 INR |
| Processing Fee | 1385 INR |