P Providing Bt Road At Ward 1 Kalavakkam Mettu2nd Street ( Part ) In Thiruporur Town Panchayat; 1 Dismanding The Existing Damaged Road Of Plain Cement Concrete Including Labour Charges Etc.. ( Pwd ) Pg.No22, W-0034 2 Ugss-Portion-Raising The Manhole ( Circle Type ) With Centering Charge, Pcc 1:1:5:3 Mix, Including Cost And Conveyance Of All Materials And Labour Charges , Labour For Removing And Refixing The Manhole In Position Etc., Complete 3 Providing Of Granular Sub Base Using Grade I Materials Of Table 400 -1 Of Morth With Minimum Cbr 30 Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mix In By Palce Method At Omc And Compacting With Vibratory Roller To Achieve The Desired Density Including All Labourcharges Etc, Complete As Per Technical Specification And As Directed By The Departmental Officers. Morth - Rev V No. 111, 112, 401, 900 4 Providing And Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam ( Wmm ) Soecification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage To Mixed Material By Tipper To Site Laying In Uniform Layers With Paver In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achive The Desired Density Complete As Per Clasue 406 Of Morth Specifications. 5 Providing And Laying Prime Coat Of 7 Kgs / 10 Sqm Over The Wmm Surface Treated With Primer Using 6 Kgs Of Bituminous Emulsions-S 1 Type For 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Prime Coat Manually Etc., Complete As Per 502 Of Morth Rev-5 Specifications 6 Providing And Laying Tack Coat Of 2.5 Kgs / 10 Sqm Over The Wmm Surface Treated With Binder Using 2.5 Kgs Of Bituminous Emulsion R-S 1Typefor 10 Square Meter Area Including Cost Of Bituminous Binder, Including Labour Charges For Applying The Required Quantity Of Bituminous Binder As Tack Coat Manually Etc., Complete As Per 503 Of Morth Rev-5 Specifications 7 Providing And Laying 50 Mm Compactedthick Dense Bituminous Macadamusing 0.24 Cum Of 26.5-13.2 Mm Graded Metal And 0.25 Cum Of 13.2-2.36 Mm Graded Metal And 0.23 Cum Of 2.36 Mm & Below Metal With 53.20 Kgs Of 60 / 70Bitumenfor Premixing Per 10 Sqm Including Cost And Conveyance Of All Materials Toc M P Site, Heating The Bitumen And Agregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20- 30 Tonnes Capacity Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix In Required Temperature For Uniform Thickness Of 50 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Compaction By80-100 Kn Power Roller Tothe Required Density Etc., Including Labour Charges For Loading Bitumen In To Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20-30Tc M P With Bitumen Boiler, Tipper Trucks, Paver Finisher, Power Rollers And All Other Tools And Plants Required, Includingall Other Incidental Charges Etc., Complete Using C M P Clause 505 Of Morth Rev-5 Specifications. 8 Providing And Laying Bituminous Concrete To 30Mm Thickusing 0.13 Cum Of 19.00-9.50 Mm Graded Metal And 0.17 Cum Of 9.50-2.36 Mm Graded Metal And 0.26 Cum Of 2.36 Mm & Below Metal With45.27 Kgs Of 60 / 70Bitumen & 5.03Kg Of Plastic Waste From Garbage Collected At Free Of Cost ( Total-50.30 Kg ) Andfor Premixing Per 10 Sqmincluding Cost And Conveyance Of All Materials Toc M P Site, Heating The Bitumen And Agregates To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20- 30 Tonnes Capacity Conveying The Mix By Tipper Trucks To Paver Site, Spreading The Mix In Required Temperature For Uniform Thickness Of 40 Mm With Mechanical Paver To The Specified Grades And Cross Sections And Compaction By80-100 Kn Power Roller Tothe Required Density Etc., Including Labour Charges For Loading Bitumen In To Bitumen Tank And Metal To Feeder Unit, Labour For Attending To Paver Site Etc., Including Hire Charges And Fuel Charges For 20-30Tc M P With Bitumen Boiler, Tipper Trucks, Paver Finisher, Power Rollers And All Other Tools And Plants Required, Includingall Other Incidental Charges Etc., Complete Using C M P Clause 507 Of Morth Rev-5 Specifications. 9 Providing And Laying Of Hot Applied Thermoplastic Compound 2.50Mm Thick Including Reflectorising Glass Beads At 250Gms Per Sqm Area Thickness Of 2.5Mm Exclusive Of Surface Applied Glass Beads As Per Irc.35. The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. 10 Supply And Fixing Of Single Arrow Road Name Sign Board Of Size 1Mtr X 0.50Mtr Made Out Of Retro Reflective Sheeting Of Wide Angle Cube Corner Micro Prismatic Grade Conforming To Type Xi Standards Of Irc 67-2012 & Astm D 4956 – 09 Fully Covered Over 2Mm. Thick Aluminium And Back Support Frame Ss Angle Of 15Mm X 20Mm X 1.2Mm, Supported By 38 Mm Od Stainless Steel Pipe All Around In 304 Grade And 75 Mm Od Stainless Steel Pipe Vertical Post Of 202 Grade Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M15 Grade Cement Concrete 30Cm X 30Cm X 45Cm Complete. The Background Shall Be Blue In Colour With Letters And Border In White. The Item Includes Earthwork Excavation, Cost Of All Materials, Loading, Unloading, Lead, Lift, Transportation Etc., Complete. 11 Supplying And Fixing Of Reflective Road Studs Of ‘Category A’ Raised Pavement Markers 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 Shall Be As Given In The Detailed Specifications And The Product Shall Conform To Astm D4280 And Also Meet All The Testing Conditions Of Astm D4280 And Fixed To The Road Surface Using The Adhesive Recommended By The Manufacturer.The Reflective Raised Pavement Markers Shall Also Confirm To The Morth Circular No Rw / Nh. 33023 / 10 / 97-Do.Iii And The Length , Height And Width Of The Body Shall Not Be Less Than 100 Mm, 15 Mm And 90 Mmandbaseofmarkershall Be Flat Within 1.3 Mm And Outermost Faces Of Configuration Of Marker Shall Not Deviate More Than 1.3 Mm From A Flat Surface.The Marker Shall Support A Load Of 13635 Kg Tested In Accordance With Astm D4280.Lenses Shall Be Moulded Of Polycarbonate Or Methyl Methecrylate Conforming To Astm D788.The Area Of Each Retro Reflectory Surface Shall Not Be Less Than 13.0 Sq.Cm.The Slope Or Retro – Reflectory Surface Shall Be 35 + 5 Degree To Base.Each Reflector Shall Have A Cil Not Less Than Values Specified In Table 1 Of Morth Circular Dated 11.6.97 Respectively And Should Accompany Two Year Warranty For Satisfactory Field Performance From The Manufacturer. Two Cylindrical Polymer Shanks Of Not Less Than 20 Mm Diameter And Not Less Than 30 Mm Length To Be Provided.
