Construction Of C . C . Road At Vijay Colony , Kaikadiwada In Ward 67 . , Scarifying Exiting Bitumen Pavement Up To Ad Depth Of 50Mm By Manual Means And Disposal Of Material To 1Km . Spec Morth 305 . 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 . As Per Ssr Sr . No . 89 Item No . 2 . 11 Spec . Morth 301 Pg . No 5 , Excavation For Foundation / Pipe Line Trenches In Earth , Soil Of All Types , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance 50 Mtr . & Lift As Below , Stacking And Spreading As Directed , Normal Dewatering , Preparing The Bed For Foundation And Excluding Backfilling Etc . Complete . ( Bd-A / 259 ) Lift 0 To 1 . 5M , 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 . Ssr Item No . 2 . 13 Lead Chart C-1 , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sand / Grit , Ramming , Watering Etc . Complete . As Per Ssr Sr . No . 811 Item No . 21 . 4 Spec . As Directed By Engineer Pg . No 99 , Providing And Laying Cast In Situ / Ready Mix Cement Concrete In M-10 Of Trap / Granite / Quartzite / Gneiss Metal For Foundation And Bedding Including Bailing Out Water , Formwork , Laying / Pumping , Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing If Required And Curing Complete , With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Natural Sand / V . S . I . Quality Artificial Sand , Providing And Laying In-Situ M30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In A Morth 602 Cubic Metre 4692 . 00 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 Continuous Operation , Finishing To Lines And Grades As Directed By Engineer Incharge And Curing By Curing Compound / By Providing Cement Vata In Cement Mortar 1:8 @0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge . , Royality Charges For Sand , Rubble , Murum , . 60Mm / 40Mm Metal ( Hard Broken Etc Complete . )
