Local Self Government Department Tender
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Costs
EMD
₹ 12,710Document Cost
₹ 1,125Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_708370_1Tender No
S0365/25Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
OD171309/2024-2025:1:Road maintenance 1.007-Specification code: OD397889/2023-2024 1:Mettaling and taring 1.001-Specification code: OD391058/2023-2024Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded PlasticProviding, laying and rollingof close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates coated with shredded plastic (3% by weight of bitumen) asper standardprocedure using penetration grade bitumen to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a threewheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 BManual Means:- TypeA (II) Bitumen (S-65)Taking output 500m2 Material M
1612.5
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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.
1.35
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3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
25
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4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
3.85
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75.8.1.1.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)
5.78
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