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Aurangabad Municipal Corporation

amc e-tender cell phase-3, building aurangabad, maharashtra

AOC value
₹5.32Cr
AOC date
25 Feb
Completion
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L1 bid
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Timeline

  1. -Published
  2. -Closes
  3. -Bid opens
  4. 25 Feb 21AOC date

Important info

Result ID
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Award of contract
25/02/2021
Published
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Tender closed
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Tender no
Bidding URL
Tender
Bidder details

AOC description

Aurangabad Municipal Corporation has published Road No 9 -Construction Of Bt Road At Amerpreet Hotel To Ekta Chowk , Item No . 1: 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 . 2: 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 . 3: 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 . 4: 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 . 5: 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 . 6: 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 . 7: 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 . 8: Prime Coat - Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Cleaning Of Road Surface And Spraying , Primer At The Rate Of 0 . 60 Kg/Sqm Using Mechanical Means . , Item No . 9: Bituminous Macadam: Proving And Laying Bituminous Macadam Using Crushed Aggregates Of Grading 1 , Premixed With Bituminous Binder , Transported To Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling To Achieve The Desired Compaction For 80/100 Mm Compacted Thickness With 3 . 3 % Using Specified Grade Of Bitumen . -- Using Batch Mix Type Hot Mix Plant With Scada , Sensor Paver , Vibratory Roller . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 10: Dense Bituminous Macadam: Proving And Laying Dense Bituminous Macadam Using Crushed Aggregates Of Grading 1 , Premixed With Bituminous Binder Of Specified Grade Of Bitumen @ 4 . 50 Per Cent By Weight Of Total Mix And Filler , Transported To Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling To Achieve The Desired Density For 76-100 Mm Compacted Thickness . Using Batch Mix Type Hot Mix Plant With Scada , Sensor Paver , Vibratory Roller With Stone Dust Filler . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 11: Providing And Applying Tack Coat On The Prepared Surface Heating By Fames In Boiler And Spraying Bitumen With Sprayer On Dry / Hungry B . T . Surface 3 Kg/10 Sqm . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 12: Bituminous Concrete:- Providing And Laying Bituminous Concrete Using Crushed Aggregates Of Grading 1 , Premixed With Bituminous Binder @ 5 . 20 Per Cent By Weight Of Total Mix And Filler , Transported To Site With Vts , Laid Over A Previously Prepared Surface , Finished To The Required Grade , Level , Alignment , And Rolling To Achieve The Desired Compaction For 50 Mm Compacted Thickness With Specified Grade Of Bitumen , Excluding Prime / Tack Coat . For Bitumen Of Specified Grade -- Using Batch Mix Type Hot Mix Plant With Scada , Sensor Paver , Vibratory Roller With Stone Dust Filler . ( Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates ) , Item No . 13: Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2 . 5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area , Thickness Of 2 . 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 . The Finished Surface To Be Level , Uniform And Free From Streaks And Holes . Complete . , Item No . 14: Providing And Laying In Situ M10 Cement Concrete Of Trap/ Granite/ Quartzite/ Gneiss Metal In Foundation Including Necessary Centering , Formwork , Bailing Out Water , Compacting And Curing Etc . Complete . ( With Fully Automatic Micro Processor Based Plc With Scada Enabled With Reversible Drum Type Mixer With Natural Sand / Vsi Standard Artificial Sand ) , Item No . 15: Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 100Mm Thick In M-50 Grade Of Approved Size And Shape For City Streets And Roads With High Volume/ Heavy Traffice 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 The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . , Item No . 16: Providing Reinforced Cement Concrete Crash Barrier At The Edges Of The Road , Approaches To Bridge Structures And Medians , Constructed With R . C . C . M 30 Grade Concrete With Hysd Reinforcement Conforming To Irc:21 And Dowel Bars 25 Mm Dia , 450 Mm Long At Expansion Joints Filled With Pre-Moulded Asphalt Filler Board , Keyed To The Structure On Which It Is Built And Installed As Per Design Given In The Enclosure To Most Circular No . Rw/Nh - 33022/1/94-Do Iii Dated 24 June 1994 As Per Dimensions In The Approved Drawing And At Locations Directed By The Engineer , All As Specified Etc . Complete . Spec: Mort & H 2013 Cl 811 Page No 360 , Item No . 17: Providing And Fixing Mandatory/Regulatory Sign Boards In Circular Shape Of 600 Mm Dia Made Out Of 1 . 5Mm Aluminum Sheet Bonded With White Retro Reflective Sheeting Of Class B ( Type Iv High Intensity Micro-Prismatic Grade Sheeting-Hip ) Having Pressure Sensitive/Heat Activated Adhesive Retoreflective Specified Back Ground , Border And Back Side Retoreflctive Symbols , Letters , Numerals , Arrow As Per Irc:67- 2012 Table No 8 . 3 Supported With Back Support Frame 25Mm X 25Mm X 3Mm , Duly Painted On Back Side With Grey Stove Enam. Last date of submission for this tender is 2020-04-16. This is a Road Work tender in Amc E-tender Cell Phase-3, Building Aurangabad, Maharashtra

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Documents

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