Aurangabad Municipal Corporation

Aurangabad Municipal Corporation has published Construction Of Concrete Road From Pundalik Nagar Esr To N-3 , N-4 Main Road Of High Court To Kamgar Chowk , Item No . 1: Excavation For Roadway In Hard Rock By Wedging & Chiselling Or Line Drilling 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 . , Item No . 2: Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipeline And Then Hard Material In 15 Cm Layers With All Leads And Lifts Including Consolidation , Surcharging , Etc . Complete . ( Mjp Abd 2019-20 ) , Item No . 3: Dismantling Brick Masonry In Lime Or Cement Mortar And Stacking The Materials As Directed With All Leads , Lifts Etc . Complete . , Item No . 4: Providing Second Class Burnt Brick Masonry With Conventional / I . S . Type Bricks In Cement Mortar 1:6 In Foundations And Plinth Of Inner Walls / In Plinth External Walls Including Bailing Out Water Manually , Striking Joints On Unexposed Faces , Raking Out Joints On Exposed Faces And Watering Etc . Complete . , Item No . 5: Providing And Laying In Situ / Ready Mix Cement Concrete M-20 Of Trap / Granite / Quartzite / Gneiss Metal For R . C . C . Work In Foundations Like Raft , Strip Foundations , Grillage And Footings Of R . C . C . Columns And Steel Stanchions Etc . Including Bailing Out Water , Steel Centering Formwork , Laying / Pumping Cover Blocks , Compaction And Curing Roughening The Surface If Special Finish Is To Be Provided ( Excluding Reinforcement And Structural Steel ) Etc . Complete , With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer / Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Fine Aggregate ( Natural Sand / Crushed Sand Vsi Grade Finely Washed Etc ) , Item No . 6: Providing And Fixing In Position Tmt - Fe - 500 Bar Reinforcement Of Various Diameters For R . C . C . Pile Caps , Footings , Foundations , Slabs , Beams Columns , Canopies , Staircase , Newels , Chajjas , Lintels Pardis , Copings , Fins , Arches Etc . As Per Detailed Designs , Drawings And Schedules . Including Cutting , Bending , Hooking The Bars , Binding With Wires Or Tack Welding And Supporting As Required Complete . , Item No . 7: Providing Internal Cement Plaster 12Mm Thick In Single Coat In Cement Mortar 1:5 Without Neeru Finish To Concrete Or Brick Surfaces , In All Positions Including Scaffolding And Curing Etc . Complete . , Item No . 8: Providing Sand Faced Plaster Externally In Cement Mortar Using Approved Screened Sand , In All Positions Including Base Coat Of 15 Mm Thick In Cement Mortar 1:4 Using Waterproofing Compound At 1 Kg Per Cement Bag Curing The Same For Not Less Than 2 Days And Keeping The Surface Of The Base Coat Rough To Receive The Sand Faced Treatment 6 To 8 Mm Thick In Cement Mortar 1:4 Finishing The Surface By Taking Out Grains And Curing For Fourteen Days Scaffolding Etc . Complete . , Item No . 9: Providing Fine Cement Finish 1 . 5 Mm Thick Over Green Plaster Surface Including Scaffolding Curing Etc . Complete . , Item No . 10: Providing And Fixing In Position Poly Propylene Encapsulated Ms Bar Of 12Mm Diameter Steps With Proper Ancorage Etc . Complete As Directed By Engineer Incharge . ( Market Rate ) , Item No . 11: Dismantling Of Flexible Pavements And Disposal Of Dismantled Materials Up To A Lead Of 1000 Metres , Stacking Serviceable And Unserviceable Materials Separately Etc . Complete . , Item No . 12: 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 . , Item No . 13: Scarifying The Existing Granular Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material Within All Lifts And Leads Upto 1000 Metres . , Item No . 14: Providing Earth Work In Embankment With Approved Materials Obtained From Other Sources Upto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The Required Lines , Curves , Grades & Section , Watering And Compaction With Vibratory Roller With V-Sat Attachment To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete ( Material Obtained From Other Sources ) , Item No . 15: 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 . , Item No . 16: Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-3 Class Of 600Mm Diameter In Proper Line , Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc . Complete . , Item No . 17: Providing Isi Standard R . C . C . Pipes In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints , Excluding Gst Lev-Ied By Goi & Gom In All Respect Including Inspection Charges , Transport To Departmental Stores , Unloading And Stacking Etc . Complete As Per Is-458 / 1988 . ( 450Mm Dia . ) ( Non Dsr ) , Item No . 18: Providing Isi Standard R . C . C . Pipes In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints , Excluding Gst Lev-Ied By Goi & Gom In All Respect Including Inspection Charges , Transport To Departmental Stores , Unloading And Stacking Etc . Complete As Per Is-458 / 1988 . ( 300Mm Dia . ) , Item No . 19: Lowering , Laying And Jointing In Proper Grade And Alignment R . C . C . Pipes With Collar Joints In C . M . 1:1 Proportion Or Socketed R . C . C . Pipes With Rubber Joints ( Excluding Cost Of Rubber Ring Or R . C . C . Collar , ) Including Cost Of Conveyance From Stores To Site Of Work , Cost Of Jointing Material , Labour , Etc . Complete As Directed By Engineerin- Charge ( For All Class Of Pipes . ) As Per Is- 783-1985 . ( 450Mm Dia . ) , Item No . 20: Lowering , Laying And Jointing In Proper Grade And Alignment R . C . C . Pipes With Collar Joints In C . M . 1:1 Proportion Or Socketed R . C . C . Pipes With Rubber Joints ( Excluding Cost Of Rubber Ring Or R . C . C . Collar , ) Including Cost Of Conveyance From Stores To Site Of Work , Cost Of Jointing Material , Labour , Etc . Complete As Directed By Engineerin- Charge ( For All Class Of Pipes . ) As Per Is- 783-1985 . ( 300Mm Dia . ) , Item No . 21: Valve Chamber With Precast Steel Fibre Reinforced Concrete Frame And Covers ( S . F . R . C . Frame And Covers ) Providing And Constructing B . B . Masonry Valve Chamber With 15 Cm Thick 1:3:6 Proportion Pcc Bedding , Excluding Excavation , B . B . Masonry In Cm 1:5 Proportion Precast S . F . R . C . Frame And Cover , Etc . Complete As Directed By Engineer-In-Charge . As Above Of 1 . 5 X 1 . 5 M Internal Size And Depth Upto 1 . 5 M With S . F . R . C . Frame And Cover Of Size 540 Mm Dia . Fixed In Rcc Slab . , Item No . 22: Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader 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 -- By Mix In Place Method And Grading - Ii Material , Item No . 23: Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383 , The Size Of Coarse Aggregate Not Exceeding 25 Mm , , Cement Content N. Last date of submission for this tender is 2020-04-01. This is a Road Work tender in Amc E-tender Cell Phase-3, Building Aurangabad, Maharashtra