Providing And Construction Of Cement Concrete Road At . Jama Masjid Kabras Stan Kabadipura , In Ward No . 21 ., TOWN HALL AURANGABAD-Maharashtra

Providing And Construction Of Cement Concrete Road At . Jama Masjid Kabras Stan Kabadipura , In Ward No . 21 . , 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 . Spec No . Rd . 3 Page No . 183 Dsri No . 649 Page No . 141 . Ssr It . No . 2 . 11 ) , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sand/Grit , Ramming , Watering Etc . Complete . Ssr No . 21 . 40 , 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 . ( Ssr It . No . 24 . 01 ) , 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 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-In-Charge 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 . Ssr No . 5 . 01 , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of 20Cm To 30Cm . Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compacting To Not Less Than 97% Of Standard Proctor Density For A Lead Of Over 50M . To 300M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . Ssr No . 2 . 25 , Add For Royalty Charges , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes ) . , Laboratory Testing Of Taking Of Core Samples In Concrete Pavement .

INR 600 /-

INR 15000.0 /-

INR 13.38 Lakhs /-