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TID : 86824088 Dept Tender Number : Tender Type :Contract
Cmlrrp-cmlrp-kannampuzha Sndp Smasaanam Road in Ward No of Kottayam Municipality-general Civil Work ,2.0 ,road Construction ,2.5.1.a:dismantling of Structures Dismantling of Existing Structures Like Culverts, Bridges, Retaining Walls and Other Structure Comprising of Masonry, Cement Concrete, Wood Work, Steel Work, Including T&p and Scaffolding Wherever Necessary, Sorting the Dismantled Material, Disposal of Unserviceable Material and Stacking the Serviceable Material with All Lifts and Lead of 1000 M as Per Technical Specification Clause 202. <br> (i) By Manual Means <br> (a) Lime Concrete ,4.9:wet Mix Macadam <br> Providing, 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. <br> By Mechanical Means with 1 Km Lead ,75.5.1.1pb:prime Coat - Low Porosity - with Packed Bitumen Rates <br> Providing 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 ,75.5.2.3pb: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 Granular Surfaces Treated with Primer & Cleaned with Hydraulic Broom as Per Technical Specification Clause 503. ,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. ,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. ,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) ,75.8.1.1.a:providing Plain Cement Concrete for Wearing Coat Cc 1:2:4 (1 Cement: 2 Fine Aggregate:4 Course Aggregate) Laid to Required Slope as Required Including Compaction, Finishingand Tamping Etc .complete. Max. Size of Course Aggregate Not Exceeding 25mm , Mixedin Concrete Mixer Etc Complete as Per Specification
(i) Nominal Mix (1:2:4) ,od187235/2025-2026:providing and Fixing of Direction and Place Identification Retro-reflectorised Sign with 7 Years
warranty Manufactured as Per Irc :67 Made of Type Iv Micro Prismatic Grade Sheeting Fixed
over Aluminium Sheeting, 2 Mm Thick/ Aluminium Composite Material Sheeting 4 Mm Thick With
area Not Exceeding 0.9 Sqm, with Suitable Back Supporting Frame of Ms Angle 40x40x6 And
supported on Gi Pipe Pole 50mm Nb-2 Nos Confirming to is 1239 Firmly Fixed to the Ground By
means of Properly Designed Foundation with M 15 Grade Cement Concrete Min Size 40 Cm X 40
cm X 60 Cm, 60 Cm Below Ground Level Including Painting All Exposed Surface with 2 Coats Of
epoxy Painting Over Epoxy Primer and as Per Approved Drawing and Clause 801 Including
lettering Symbols Etc. (derived From Mord Spec 10.3.a.2) at Kottayam,Kerala,India