Tender For Providing Various Development Works ( Concreting Of Roads ) In Ward No . 95

Sharing tender

Tender For Providing Various Development Works ( Concreting Of Roads ) In Ward No . 95 , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravelor 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 . , 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 . 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 Period By Any Other Method Approved By Engineer-In-Charge . , Providing Earth Work In Embankment With Approved Materials 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 Required Lines , 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