Aurangabad Municipal Corporation

Aurangabad Municipal Corporation has published Constructing Concrete Road From Ayesha Masjid To Furkhan To H/Of Mr . Hanif In Ward No . 108 . , 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 ALead Of 50M . And Spreading For Embankment Or Stacking As Directed . Ssr 2018 - 2019 Item No . 2 . 11 , 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 ToNot Less Than 97% Of Standard Proctor Density For A Lead Of Over 5 K . M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . Ssr 2018 - 2019 Item No . 2 . 25 ( Lead Chart C -1 ) . , Providing Earth Work In Embankment With Approved MaterialsObtained From Departmental Land Or Other Sources Upto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing ToThe Required Lines , Curves , Grades & Section , Watering And CompactionWith Power Roller To Achieve Not Less Than97 % Of Standard Proctor Density Etc . Complete . As Per Ssr Item No . 2 . 28 . , Providing , Laying , Spreading And CompactingGraded Stone Aggregate To Wet Mix Macadam Specification IncludingPremixing The Material With Water At Omc In Mechanical Mix PlantCarriage Of Mixed Material By Tipper To Site , Laying In Uniform LayersWith Paver In Sub- Base / Base Course On Well Prepared Surface AndCompacting With Vibratory Roller To Achieve The Desired Density . Laying By Grader/Paver . As Per Ssr Item No . 3 . 23 . , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material . Ssr 2018 - 2019 Item No . 3 . 02 , Providing And Laying Cast In Situ / Ready Mix Cement Concrete In M-10 Of Trap / Granite / Quartzite / Gneiss Metal For Foundation And Bedding Including Bailling 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 . As Per Ssr Item No . , 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 ( Natural Sand/ Vsi Grade Finely WashedCrushed Sand ) 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 Makepaver , 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 . ( Vibrate & Level With Double Beam Vibrator , Vacuum Dewatering , Float The Surface With Power Trowel , Specified Joint With Groove Cutting , Joint To Be Filled With Specified Material ) As Per Ssr Item No . 5 . 01 . , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets , Small /Medium Market Roads , Low Volume Roads , UtilityCuts On Arterial Roads Etc . 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 Paving Blocks In Position Over Prepared Bed Of Natural Sand / Crushed Sand Of 50 Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindge Of Fine Sand Over ThePrepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . Ssr 2018 - 2019 Item No . 5 . 20 . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete M-15 Of Trap/Granite/Quartzite/Gneiss Metal For Coping To Plinth Or Parapet , Moulded Or Chamfered As Per Drawing Or As Directed Including SteelCentering , Plywood/ Steel Formwork Compacting , Roughening Them IfSpecial Finish Is To Be Provided , Finishing Uneven And Honeycombed Surface And Curing Etc . Complete . The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only . Newly Laid Concrete Shall Be Covered By Gunny Bag , Plastic , Tarpaulin Etc . ( Wooden Centering Will Not Be Allowed . ) With Fine Aggregate As Per Ssr Item No . 24 . 16 , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes ) . , Laboratory Testing Of Taking Of Core Samples In Concrete Pavement . , Add For Royalty Charges. Last date of submission for this tender is 2019-09-03. This is a Road Work tender in Amc E-tender Cell Phase - 3 Building, Aurangabad, Maharashtra