Name of Work:- Annual Plan-333/25-26- Maruthoor Mala Road Retarring In Ward 13-General Civil Work-In Keezhmad Gp
Sl. No.
Item Description
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Maintances
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75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared 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 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 By Manual Means Type A (II) Bitumen (S-65)
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OD289817/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling ,cambering etc complete as per direction of Engineer in charge
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OD289797/2025-2026:Providing plain cement concrete for ROAD WORK (EXCLUSIVE OF FORM WORK CC 1:2:4( 1CEMENT:2FINE AGGREGATE:4coarse aggregate) laid to required slope and camber in panels (@3mc/c)as required including compaction USING NEEDLE VIBRATOR ,finishing and tamping etc complete Max.size of coarse aggregate not exceeding 25mm ,mixed in concrete mixer etc complete as per specification (i)Nominal mix (1:2:4) modified 75.8.1 Please Enable Macros to View BoQ information
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