Tender For Annual Plan-Pattambi Block Panchayath Pro.No.200/2025-26-Chembra Karambathur Road Retarring And Side Protection In Thiruvegapura Grama Panchayath -General Civil Work-., Pattambi-Kerala
TDR : 54598241
Tender Notice
BOQ
Expired
Pattambi
Kerala
Tender For Annual Plan-Pattambi Block Panchayath Pro.No.200/2025-26-Chembra Karambathur Road Retarring And Side Protection In Thiruvegapura Grama Panchayath -General Civil Work-.
Name of Work:- Annual Plan-Pattambi Block Panchayath Pro.No.200/2025-26-Chembra Karambathur Road Retarring and Side Protection in Thiruvegapura Grama Panchayath -General Civil Work-.
Sl. No.
Item Description
1
ROAD RETARING
2
OD518432/2025-2026::Filling up pot holes (cut and formed to regular shapes and all loose and defectivematerials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone andcompacting with power roller to get a compact surface.
3
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
4
OD518431/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in placemethod normal. Construction of granular sub-base by providing local material spreading inuniform layers manually mixing by mix in place method and compacting with rammers toachieve the desired density complete as per Clause 401.4 as per Technical Specification Clause408.
5
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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.
6
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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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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OD518430/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engravingand painting letters etc complete as per direction of Engineer in charge at site Please Enable Macros to View BoQ information
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