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Tender For Tender No.106/22-23 Lac-Ads-15926-Smt. C K Asha Mla-Vaikom Lac- Construction Of Kollamparambu Vayanasala Road In Kallara Panchayath-General Civil Work, kallara-Kerala

Local Self Government Department has published Tender For Tender No.106/22-23 Lac-Ads-15926-Smt. C K Asha Mla-Vaikom Lac- Construction Of Kollamparambu Vayanasala Road In Kallara Panchayath-General Civil Work. Submission Date for this Tender is 10-01-2023. Road Work Tenders in kallara Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

35575731
Tender For Tender No.106/22-23 Lac-Ads-15926-Smt. C K Asha Mla-Vaikom Lac- Construction Of Kollamparambu Vayanasala Road In Kallara Panchayath-General Civil Work
Open Tender
Indian
Kerala
kallara
10-01-2023

Tender Details

Tender No.106/22-23 Lac-Ads-15926-Smt. C K Asha Mla-Vaikom Lac- Construction Of Kollamparambu Vayanasala Road In Kallara Panchayath-General Civil Work Road Works

Key Value

Document Fees
INR 2760 /-
EMD
INR 31629.0 /-
Tender Value
INR 12.65 Lakhs /-

BOQ Items

Work Name:LAC-ADS-15926-Smt. C K Asha MLA-Vaikom LAC- Construction of Kollamparambu Vayanasala Road in Kallara Panchayath-General Civil Work
Sl. No. Item Description
1Road renovation
2OD265912/2022-2023:Preparation of Foundation for Embankment <br>Scarifying the existing bituminous road surface to a depth of 150 mm andcompacting the aggregates obtained formscarification with power rolleras per direction of departmrntal officers at site
34.9: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
475.5.1.1pb: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
575.5.2.3pb: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.
675.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.Case - I By Manual Means(II) Bitumen (S-65)
775.5.12.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)
8OD28037/2022-2023:Supplying and fixing name board
9berm concrete
103.5.2:Excavation in Soil with Dozer with lead upto 100 mExcavation 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.
1175.8.1.1.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)
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