Municipal Corporation Aurangabad

Municipal Corporation Aurangabad has published Construction Of Cement Concrete Road From H/O Wanjare To H/O Naik In Ward No . 78 , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravelor Soft Murum Including Dressing Section To The Requiredgrade , Camber And Side Slopes And Conveying The Excavatedmaterials With All Lifts Upto A Lead Of 50M . And Spreading Forembankment Or Stacking As Directed . , Conveying Materials Obtained From Road Cutting Including Alllifts , 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 StandardProctor Density For A Lead Of Over 50M . To 300M . Inclusivefrom The Site Of Excavation To The Site Of Deposition Asdirected . , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layerincluding Filling Voids With Crushed Sand/Grit , Ramming , Watering Etc . Complete . , Providing And Laying Cast In Situ/Ready Mix Cement Concretein M-10 Of Trap/ Granite/ Quartzite/ Gneiss Metal Forfoundation And Bedding Including Bailing Out Water , Formwork , Laying/Pumping , Compacting , Roughening Them Ifspecial Finish Is To Be Provided , Finishing If Required Andcuring Complete , With Fully Automatic Micro Processor Basedplc With Scada Enabled Reversible Drum Typemixer/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 Plaincement Concrete Pavement Over A Prepared Sub Base With43 Grade Cement , Coarse And Fine Aggregate Conforming To Is383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In Abatching And Mixing Plant/ Non Tilting Mixer And Weighbatcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying With Approved Makepaver , Compacted And Finished In A Continuous Operation , Finishing To Lines And Grades As Directed By Engineer-Inchargeand Curing By Curing Compound /By Providing Cementvata In Cement Mortar 1:8 @0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depthof 75Mm And Maintaining The Same Throughout Curing Periodby Any Other Method Approved By Engineer-In-Charge . , Providing Earth Work In Embankment With Approvedmaterials Obtained From Departmental Land Or Other Sourcesupto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The RequiredLines , Curves , Grades And Section , Watering And Compactionwith Vibratory Roller With V-Sat Attachment To Achieve Notless Than 97 % Of Standard Proctor Density Etc . Complete , Royalty Charges . Last date of submission for this tender is 2020-03-23. This is a Road Work tender in Amc E-tender Cell Phase - 3 Building, Aurangabad, Maharashtra