Construction Of Cc Road From Dulichand Doodh Dairy To Nawab Pura Chowk In Ward No . 47 , Scarifying Exiting Bitumen Pavement Up To Ad Depth Of 50Mm By Manual Means And Disposal Of Material To 1Km . Spec Morth305 . 4 . 3 ( Pwd Dsr 2013-14 / Item No . Morth 3 . 14 6 P-174 ) . B ) Bitumenous Surface Dsr Pg No . 251 , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft Murum Including Dressing Section To The Required Grade , Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50M And Spreading For Embankment Or Stacking As Directed By Mechanical Means Morth 30 State E-Dsr No . 2 . 11 P No . 13 , Conveying Materials , Obtained From Including All Lifts , Laying In Layers Breaking Clods , Dressing To The Required Lines , Curves Grades And Section For A Lead Of Over 2Km Etc . Complete . As Per Statement C-2 Lead For 3 To 5 Km . Pwd Page No . 249 , Providing Concrete Pipes Of Np . 3 Class Of 300Mm Diameter In Proper Line , Level And Slope Including Necessary Collars , Excavation , Laying , Fixing With Collars In Cement Mortar 1:1 And Refilling The Trench Complete Ref Mssidc Rate Contract 2014-15 , Lowering Laying And Jointing In Proper Grade And Alignment 300Mm Diameter R . C . C . Pipes With Coller Joint In Cm 1:1 Proportion Or Socked R . C . C . Pipes With Rubble Joints ( Excluding Cost Of Rubble Ring Or R . C . C . Coller ) Including Cost Of Conveyance From Stores To Site Of Work Cost Of Jointing Materials Labour , Giving Hydraulic Testing Etc . Complete As Directyed By Mjp Dsr Pg No . 72 Item No . Section -V ( Vi ) , Providing Concrete Pipes Of Np . 3 Class Of 600Mm Diameter In Proper Line , Level And Slope Including Necessary Collars , Excavation , Laying , Fixing With Collars In Cement Mortar 1:1 And Refilling The Trench Complete . Ref Mssidc 2014-15 , Lowering Laying And Jointing In Proper Grade And Alignment 600Mm Diameter R . C . C Pipes With Collar Joint In Cm 1:1 Proportion Or Socked R . C . C Pipes With Rubble Joints ( Exclduing Cost Of Rubble Ring Or R . C . C . Collar ) Including Cost Of Conveyance From Stores To Site Of Work Cost Of Jointing Material Labour , Giving Hydraulic Testing Etc . Complete As Directed By Mjp Dsr Pg 72 . Item No . Section- V ( Vi ) , Providing And Applying Cement Slurry On Existing B . T . Road With Brooming And Before Laying Of Dlc At The Rate 1 . 75 Kg/Sqm Cement Spreading The Same Uniformly Over The Surface Etc . Complete As Directed By Engineer In Charge ( Rate Excluding Scarifying/ Brooming ) As Per Rate Analyisis Reference Of Dsr Table No . 13 . 1 Consumption Of Cement/ Item No . 43/P-308 As Per Rate Analysis , Royality Charges For Rubble , Murum , . 60Mm/40Mm Metal ( Hard Broken Etc Complete . ) , Construction Of Granular Subbase By Providing Close Graded Material , Mixing In A Mechanical Mix Plat At Omc , Carriage Of Mixied Material To Work Site , Spreading In Uniform Layers With Mototr Grader On Prepared Surface And Compacting With Vibratory Ower Roller To Achieve The Desired Density , Complete As Per Clause 401 Plant Mix Method And Grading Ii Material Morthe 401 State E- Dsr Item 3 . 02 P-No . 16 , Construction Of Dry Lean Cement Concrete Subbase Over A Prepared Subgrade With Coarse And Fine Aggreate Conforming To Is: 383 , The Size Of Coarse Aggregate Not Exceeding 25Mm , Cement Content Not To Be Less Than 150Kg/Cum , Optimum Moisture Content To Be Determined During Trial Length Construction , Concrete Strength Not To Be Lss Than 10 Mpa At 7 Days , Mixed In A Batching Plant/Weigh Batch Mixer , Trnasported To Site With All Leads On Lifts , Laid With A Paver With Electronic Sensor / By Suitable Means As Approved By Engineer In Charge , Compacting With Vibratory Roller , Finshing , Curing And Including Preparation Of Subgrade Surface If Required Etc . Complete . Morth 601 State E-Dsr Item 5 . 13 Pg No . 34 , Providing And Laying In Situ M-40 Grade Unreinforced Plain Cement Concrete Pavement With Max 20% Fly Ash ( Flyash Upto 20% Fly Ash ( Flyash Upto 20% By Weight Of Cement ) Over A Providing And Laying In Situ M-40 Grade Unreinforced Plain Cement Concrete Pavement With Max 20% Fly Ash ( Flash Upto 20%By Wieght Of Cement ) Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383 , Using Fine & Coarse Aggregates Combined Gradation As Per Table 6003 Of Morth Specification 2013 , Mixed In A Batching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying With Approved Make Paver , Compacted And Finished In A Continous Operation , Finishing To Lines And Grades As Directed By Engineer In Charge And Curing By Curing Compound / By Providing Cement Vata In Cement Mortar 1:8@ 0 . 6M X 0 . 6M Center To Center , Admeasuring 80Mm At Bottom And 40Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer In Charge ( Incluing Providsion Fo Contraction , Expansion , Sonsctruction And Longitudinal Joints , Joints Filler , Separation Membrance , Sealant Primer , Joint Sealant , Debonding Strip , Admixtures , As Approved Curing , Etc . Finishing To Lines And Grades Inl . Transportation Of Mix If Done Through Batching Plant Etc . Complete And Fiber 0 . 90Kg/Cum . As Directed By Engineer In Charge ( Using Trimix Method ) ( Exclduing Reinforcment But Including Raising Of Manholes If Necessary ) ( Initial Lead Of 5 . 00 Km For Raw Materials Up To Plant Site ) Spec . No . Morth & H 2013 . Including Groove Cutting In 1 X 1 M ( 3Mm Thick ) State E-Dsr Item 5 . 09 Pg 32 , Providing & Fixing Factory Made Hodraulically Pressed & Mecanically Vibrated & Compatcted Precst Interlocking Cement C Oncret Paving 100Mm Thick In M40 Grade Pf A[[Rpved Size And Shape For City Streels And Roads With High Volume/Heavy Traffic As Specified And As Per Is 15658:2006 Including Cost Of All Materials , Manufacturing , Curing , Transportation Of Blocks To Work Site Including Loading , Unloading And Stacking As Directed , Laying Pavings Blocks In Position Over Prepared Bed Of Natural Sand / Curshed Sand Of 50Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindage Of Fine Sand Over The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . Morth 410 . 3 . 6 State E-Dsr Item 5 . 21 Pg 36
