Tender For Construction Of Bt Road At Ind. Area Silora-I; 1 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bush, Shrubs, Saplings And Trees Of Girth Upto 300Mm, Removal Of Stumps, Disposal Of Unserviceable Material And Stacking Of Serviceable Material Upto 1000 M From Road Boundry As Per Morth Specification : 201, By Mechanical Means In Area Of Thorny Jungle, In Area Of Thorny Jungle 2 Earth Work In Excavation Including Stacking / Disposal Of Surplus Earth With All Lifts And Lead Upto 1000 Meters Exclusive Of Compensation Of Earth ( Morth Specification Clause 301 To 305 ) ., In Hard Soil Mixed With Kankar, Boulders Etc. Above 20%, Mechanically Using Bulldozer, F.E. Loader And Carriage Upto 1 Km By Tipper / Dumper. 3 Extra For Rolling To Specification With The Use Of Vibratory Roller When Earth Is At Suitable Moisture Content With Desired Density Excluding Watering., Field Density Not Less Than 100% Of Maximum Dry Density ( Modified Heavy Proctor Test ) 4 Earth Work In Embankement Construction, Side Slopes Etc. From Already Excavated Earth In Stockpiles Including Breaking Of Clods And Dressing With All Lead And Lift But Excluding Watering And Rolling., By Mechanical Means Using Motor Grader Etc. 5 Extra For Watering The Earth To Bring The Earth Upto Required O.M.C Excluding Rolling 6 Providing, Laying, Spreading And Compacting Specified Graded Crushed Stone In Sub-Base Course Including Premixing The Material At Omc In Mechanical Mixer ( Pug Mill ) , Carriage Of Mixed Material, Laying In Uniform Layers With Motor Grader, F.E.Loader On A Prepared Surface And Compacting With Vibratory Compactor To Achieve The Desired Density Including All Material, Labour, Machinery, Lighting Barricading And Maintenance Of Diversion Complete. [ Morth Specification Clause 401 ] With All Lead 7 Providing, Laying, Spreading And Compacting Crushed Graded Stone Aggregate Of As Per Table 400-10 And 400-11 To Wet Mix Macadam Specification Including Premixing The Material With Water To Omc In Mechnical Mixer As Per Approved Design Mix, Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Motor Grader / F.E. Loader / Paver Finisher In Sub Base / Base Course On A Well Prepared Under Base And Compacting With Vibratory Roller To Achieve The Desired Density Including Lighting, Guarding, Barricading And Maintance Of Diversion Etc. ( Morth Specification : Clause 406 ) By Mechanical Means With All Lead 8 Providing And Applying Primer Coat Over Prepared Surface Or Granular Base With Bitumen Emulsion As Per Is: 8887 & Manufacturer’S Specifications @ 6 Kg / 10 Sqm With A Self Propelled Or Towed Bitumen Pressure Sprayer Equipped For Spraying The Material Uniformly At Specified Rates And Temperatures Including Cleaning Of Road Surface As Per Morth Specification Ciause- 502, 112 9 Providing And Applying Tack Coat With Bitumen Emulsion On The Prepared Surface Including Cleaning As Per Is : 8887 & Manufacturer’S Specifications @ 2 Kg / 10Sqm With A Self Propelled Or Towed Bitumen Pressure Sprayer Equipped For Spraying The Material Uniformly At Specified Rates And Temperatures As Per Morth Specification Ci.503, 112@ 2 .75 Kg / 10Sqm 10 Providing And Applying Tack Coat With Bitumen Emulsion On The Prepared Surface Including Cleaning As Per Is : 8887 & Manufacturer’S Specifications @ 2 Kg / 10Sqm With A Self Propelled Or Towed Bitumen Pressure Sprayer Equipped For Spraying The Material Uniformly At Specified Rates And Temperatures As Per Morth Specification Ci.503, 112@ 2 .25 Kg / 10Sqm 11 Providing And Laying Dense Bituminous Macadam On Prepared Surface With Specified Graded Crushed Aggregates As Per Table 510 And Design Mix For Base / Binder Course Including Loading Of Material With F.E Loader, Heating Of Binder ( Including Cost Of Antistripping Compound Wherever Required ) Aggregate And Filler In Hot Mix Plant 40-60 Tph Transporting The Mixed Material By Tippers And Laying With Sensor Paver Finisher As Per Clause 507.3.5 To The Required Level And Grade, Rolling By Self Propelled Power Rollers And Vibratory Rollers Or Pneumatic Tyred Roller 150-250Kn. Tp=0.7Mpa To Achieve The Desired Density ( Approved By The Department ) But Excluding Cost Of Primer / Tack Coat. [ Morth Specification : Clause 507, 112 ] With 4.50 % Bitumen With All Lead, With Bitumen Grade Vg 30 12 Providing And Laying Bituminous Concrete As Per Design Mix On Prepared Surface With Specified Graded Stone As Per Table 500 - 18 For Wearing Course Including Loading Of Aggregate With F.E. Loader And Hot Mixing Of Binder ( Including Cost Of Anti-Stripping Compound, Wherever Required ) And 3% Cement Filler With Aggregates In Hot Mix Plant 40-60 Tph Transporting The Mix Material With Tipper To Paver And Laying With Sensor Paver Finisher ( As Per Clause 507.3.5 ) To The Required Level, Grades And Rolling With Vibratory Compactor And Pneumatic Tyred Roller 150 - 250 Kn, Tp = 0.7 Mpa, To Achieve The Desired Density ( Approved By The Department ) Excluding Cost Of Primer / Tack Coat ( Morth Specification : Clause -509, 112 ) With All Lead, 30-45 Mm Compacted Thickness With 6% Binder Grading - 2 With All Lead Of Mix Material, A ) With Straight Run Bitumen Grade Vg 30 13 S & F In Position Precast R.C.C. Stone ( M-15 Mix ) Of Standard Irc Design Including Finishing In Cement Sand Mortar 1:3, Painting With Enamel Paint, Printing Letters And Numerals Etc. Complete ( Morth Specifications Clause : 800 ) , Boundary Pillars
