Work Name:Annual Plan-2025-26 Chungathara GP- 205/26 -VELLAMPADAM ANGANWADI ROAD COMPLETION -205/26-General Civil Work
Sl. No.
Item Description
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ROAD MAINTANANCE
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OD304385/2025-2026:OD From DAR 2.8.1 - Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm onplan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m
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OD304386/2025-2026:[OD From DAR 60.7.1] - DRY RUBBLE MASONRY _ Dry rubble without concrete levellingcourse masonry with good quality blasted rubble including packing to compactness to lines andlevels cost and conveyance of all materials labour charges etc. complete as per direction ofDepartmental officers at site
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11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
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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
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5.1.1a:Prime Coat :- Low porosityProviding 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
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5.2.3a:Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65Providing, 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 509By Manual Means :- Type A(II) Bitumen (S-65)
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