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Tender For Annual Plan-Puthucode Gp 2025-26 Renovation Manappadam Kavungalppadam Sc Road-Proj.No:56/25-26 Renovation Manappadam Kavungalppadam Sc Road-General Civil Work - Road Restoration Retarring 2 3.5.1:Excavation In Cutting In Soil By Manual Means , Thrissur-Kerala

Local Self Government Department has published Tender For Annual Plan-Puthucode Gp 2025-26 Renovation Manappadam Kavungalppadam Sc Road-Proj.No:56/25-26 Renovation Manappadam Kavungalppadam Sc Road-General Civil Work - Road Restoration Retarring 2 3.5.1:Excavation In Cutting In Soil By Manual Means . Submission Date for this Tender is 30-08-2025. Road Work Tenders in Thrissur Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

50746690
Tender For Annual Plan-Puthucode Gp 2025-26 Renovation Manappadam Kavungalppadam Sc Road-Proj.No:56/25-26 Renovation Manappadam Kavungalppadam Sc Road-General Civil Work - Road Restoration Retarring 2 3.5.1:Excavation In Cutting In Soil By Manual Means
Tender
Indian
Kerala
Thrissur
30-08-2025

Tender Details

Tender For Annual Plan-Puthucode Gp 2025-26 Renovation Manappadam Kavungalppadam Sc Road-Proj.No:56/25-26 Renovation Manappadam Kavungalppadam Sc Road-General Civil Work - ROAD RESTORATION RETARRING 2 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place MethodConstruction 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.(i) For Grading I Material 4 4.9:Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 5 OD180797/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface 6 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen RatesProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 7 75.5.2.2pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 8 75.5.2.3pb:Tack Coat - With Packed Bitumen RatesProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 9 75.9.3.pb.pa:Plastic roads- Packed Bitumen Rate 20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 -Packed Bitumen and Shredded Plastic Providing, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using HM Plant attached withopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kN static roller capacity, finished to required level and gradesto be- followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508 Case - I By Manual Means (II) Bitumen (S-65),including supplying and stacking of materials. 10 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen RatesProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510A. By Manual MeansCase III : Type C(II) Bitumen (S-65)

Key Value

Document Fees
INR 935 /-
Tender Value
INR 4.23 Lakhs /-
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