Tender For Annual Plan-Project No - 81/25-26-Ward 23 Irrigation Quarters To Kk Road Retarring And Side Concreting , Irrigation Quarters To Malappan Vazhi Retarring And Side Concreting, Golden Nagar Tile Work, Vivekanandhan Nagar Road Bylane Road Reta, Chalakudy-Kerala
TDR : 54540470
Tender Notice
BOQ
3 Days Left
Chalakudy
Kerala
Tender For Annual Plan-Project No - 81/25-26-Ward 23 Irrigation Quarters To Kk Road Retarring And Side Concreting , Irrigation Quarters To Malappan Vazhi Retarring And Side Concreting, Golden Nagar Tile Work, Vivekanandhan Nagar Road Bylane Road Reta
Name of Work:- Annual Plan-PROJECT NO - 81/25-26-Ward 23 irrigation quarters to KK road retarring and side concreting , Irrigation quarters to malappan vazhi retarring and side concreting, Golden nagar tile work, Vivekanandhan nagar road bylane road retarring and side concreting, kannamkulam vazhi slab work-General Civil Work-ward 23
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Item Description
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Irrigation quarters road
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75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> 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 <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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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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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) Please Enable Macros to View BoQ information
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