Tender For Annual Plan-Thachanattukara G.P 2025-2026 Pro No 62 Cherumbadam Mahlara Road Renovation-Ward 10-General Civil Work - Re Concrete 2 Od114956/2025-2026:Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding, Thachanattukara-Kerala
TDR : 51600137
Tender Notice
BOQ
Expired
Thachanattukara
Kerala
Tender For Annual Plan-Thachanattukara G.P 2025-2026 Pro No 62 Cherumbadam Mahlara Road Renovation-Ward 10-General Civil Work - Re Concrete 2 Od114956/2025-2026:Surface Dressing Of The Ground Including Removing Vegetation And In-Equalities Not Exceeding
Work Name:Annual Plan-THACHANATTUKARA G.P 2025-2026 PRO NO 62 CHERUMBADAM MAHLARA ROAD RENOVATION-WARD 10-General Civil Work
Sl. No.
Item Description
1
re concrete
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OD114956/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m in
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75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4)
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OD114957/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective materialsremoved) after supplying a prime coat of hot bitumen using 36mm broken stone andcompacting with power roller to get a compact surface
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75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing 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.
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75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of 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 using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
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