Tender For Road Safety Equipment On Bhagalpuri / Savitri Chowk Beri In Jhajjar District.- 1 Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is , jhajjar-Haryana

Tender For Road Safety Equipment On Bhagalpuri / Savitri Chowk Beri In Jhajjar District.- 1 Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes.Note:- 1. A Sealing Primer May Be Applied In Advance On Cement Concrete Pavement To Ensure Proper Bonding. Any Laitance And / Or Curing Compound To Be Removed Where Paint Is Required To Be Applied On Concrete Surface2.Cost Of Painter Is Already Included In Hire Charges Of Road Marking Machine ( Hsr 34.26 ) 2 Mandatory Sign Board 900 Mm Circular As Per Irc 67- 2012 With Retro Reflective Sheeting As Per Astm D 4956 09 And As Per Irc 67 2012 Fixed Over 4 Mm Thick Aluminium Composite Material ( Acm ) Sheeting Having Aluminium Skin Thickness Of 0.4 To 0.5 Mm On Both Sided And Fixing The Same With Suitable Size Aluminium Alloy Rivets @ 200 Mm C / C To Back Support Frame Of 25X25x3mm Angle Iron Supported On A Square Hollow Steel Section Post 60X60x3.2Mm Conforming To Is 4923 Without Cost Of Definition Plate Firmly Fixed To Ground In Foundation Concrete M-25 Of Size 0.45X0.45X0.75M For Vertical Post Complete As Per Clause 801 Of Mort&H Specifications. Supplier Shall Provide A Warranty As Per Clause 6.9 Of Irc 67-2012 For Retro Reflective Sheeting & A Certified Copy Of Test Reports From An Independent Test Laboratory Including Three Year Outdoor Weathering Test Report For Sheeting Tested In India Condition Conforming To Clause 6.7 Of Irc 67-2012 ( Hsr 34.6.2 ) 3 Cautionary Sign Board 900X900x900mm Triangular As Per Irc 67- 2012 With Retro Reflective Sheeting As Per Astm D 4956 09 And As Per Irc 67 2012 Fixed Over 4Mm Thick Aluminium Composite Material ( Acm ) Sheeting Having Aluminium Skin Thickness Of 0.4 To 0.5 Mm On Both Sided And Fixing The Same With Suitable Size Aluminium Alloy Rivets @ 200 Mm C / C To Back Support Frame Of 25X25x3mm Angle Iron Supported On A Square Hollow Steel Section Post 60X60x3.2Mm Conforming To Is 4923 Without Cost Of Definition Plate Firmly Fixed To Ground In Foundation Concrete M-25 Of Size 0.45X0.45X0.75M For Vertical Post Complete As Per Clause 801 Of Mort&H Specifications. Supplier Shall Provide A Warranty As Per Clause 6.9 Of Irc 67-2012 For Retro Reflective Sheeting & A Certified Copy Of Test Reports Including Three Year Outdoor Weathering Test Report For Sheeting Tested In India Condition From An Independent Test Laboratory Conforming To Clause 6.7 Of Irc 67-2012 ( Hsr 34.4.2 ) 4 Providing And Fixing Of Standard Metal Delineator As Per Irc 79:2019 Consisting Of Retro Reflective Area In White Colour Using Microprismatic Retro Reflective Sheeting On Each Side Conforming With Irc 67-2012 And Meeting The Coefficient Of Retro Reflection Values As Per Class C Table Specification. The Delineator Shall Be Painted With Only Black Colour Powder Coat Of Minimum 40 Microns Thickness, On Top Of Retro Reflective Sheeting Only In White Colour Shall Be Pasted On Both Sides. The Structure Shall Have Height Not Less Than 800 Mm Above Ground, Width Not Less Than 100 Mm And Shall Extend Not More Than 300 Mm Below Ground While Being Installed. The Delineator Shall Have Grooves Across The Length To Make The Reflective Sheet Vandal Proof. The Delineator Is Meant For Application On Gaps In Median, Traffic Islands, Dangerous Bends, Roundabouts, Narrow Bridges Etc Or As Desired By Site Engineer. The Product Shall Be Provided With 3 Year Outdoor Warranty Report Tested In India Condition As Per Irc 67: 2012 Requirement.In Case Of Soft Ground, A Proper Foundation May Be Provided As Per Approved Design. In Case Foundation Is Required To Be Provided, The Items Of Excavation And Foundation Concrete Are Required To Be Measured And Paid Separately. ( Hsr 34.37 ) 5 Supplying And Fixing Of Single Mould Twin Shank Reflective Road Studs Made Out Of Poly Carbonate / Abs Moulded Body And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face With Retro Reflectance And Chromaticity Values@ Astm E 809 & Astm D 4280. The Detailed Specifications And The Product Shall Conform To Astm D4280 And Astm E 809. The Raised Pavement Marker Shall Also Meet All The Testing Conditions Of Astm D4280 Like Abrasion Resistance And Fixed To The Road Surface Using The Epoxy Adhesive. Two Cylinderical Polymer Shanks Of Not Less Than 20 Mm Diameter And Not Less Than 30 Mm Length Shall Be Moulded In The Rpm Body. The Marker Shall Support A Load Of 13635 Kg Tested In Accordance With Astm D4280. The Marker Shall Withstand Flexural Strength Of 909 Kg Force In Accordance With Astm D4280. Marker Lenses Shall Be Moulded Of Polycarbonate Or Methyl Methacrylate Conforming To Astm D788. The Supplier Shall Provide A 2 Years Warranty For Satisfactory Field Performance As Per Clause 804.7.3 Of Mort&H 5Th Revision Specifications. ( Hsr 34.34 ) 6 Providing And Applying Tack Coat With Penetration Grade Bitumen Vg - 10 Using Bitumen Pressure Distributor At The Rate Of 0.30 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom As Per Technical Clause 503 Of Mort&H Specifications ( Based On Hsr 17.26.2 ) 7 Providing And Laying Bituminous Macadam 80 Mm Thick With Using Drum Type Hot Mix Plant / 100-120 Tph Batch Type Hot Mix Plant Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder Vg - 30 @3.4% Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction Complete As Per Technical Clause 504 Of Mort&H Specifications. ( Hsr 17.27.2 ) Note: If Bitumen Required Is This Account More Than 3.40% As Per Job Mix Formula No Extra Payment Will Be Made, Extra Bitumen Required Will Be Considered As Incidental To Work. 8 Providing, Laying And Rolling Of Open - Graded Premix Surfacing Of 20 Mm Thickness Composed Of Crushed Stone Aggregates Of Specified Grading Premixed In A Continuous Type Of Hot Mix Plant Of Appropriate Capacity Not Less Not Less Than75 Tonne Per Hour, With Bituminous Binder Vg - 10 @ 1.46 Kg Per Sqm, Laid With Paver Finisher Mechanical Androlling With A Smooth Wheeled Roller 8-10 Tonne Capacity, Finished To Required Level And Grades Complete As Per Technical Clause 510 Of Mort&H Specifications. ( Based On Hsr 17.33.1 ) 9 Providing And Laying Of Premix Sand Seal Coat Premixed In Continuous Type Hmp Of Appropriate Capacity Not Less Than 75 Tonnes / Hours Using Specified Fine Aggregates And Penetration Grade Bitumen @0.68 Kg / Sqm Laid To Specified Levels, Grade And Cross Fall Complete As Per Technical Clause 511 Of Mort&H Specifications. ( Based On Hsr 17.36.3 )

INR 500 /-

INR 9380.0 /-

INR 4.69 Lakhs /-