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No. Tenders ID & Tenders Brief
1 Tenders: 19875058 Supply Of Bitumen Emulsion For Roads Cationic Type.
Refer Detail
Due Date : 02/09/2019
NEW DELHI
2 Tenders: 19844051 Annual Repair And Maintenance Of To Various Roads Under Pwd (North East) Road Division Dg. 2019 20. (Sh Supply Of Bitumen Bag, Gsb, Bitumen Emulsion Etc For Various Roads Under Pwd Sub Division 2). Civil Works.
13,05,036.00
Due Date : 28/08/2019
NEW DELHI
3 Tenders: 19812990 Application Of Polymer Modified Bitumen Emulsion On Certain Areas Of Runways Dispersal Links And Taxi Tracks At Air Force Station Tambaram .
Refer Detail
Due Date : 20/08/2019
TAMIL NADU
4 Tenders: 19741569 Supply And Fixing 2019 20 Providing Bc Overlay To Changanacherry Vazhoor Road . Changanacherry Vazhoor Road 0/00 To 25/500 Is The Most Important Road Under Kottayam District, Connecting State Highway Main Central Road With National Highway Nh220. This Work Includes Bc Overlay, Bm Undulation Levelling, Drainage Works, Extra Widening Works In Curves, Road Safety Works Like Crass Barrier, Studs, Delineators, Sign Boards Etc. 3.6 : Excavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting To The Embankment Location Within All Lifts And Lead Upto 1000Mexcavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross Sections, And Transporting To The Embankment Location Within All Lifts And Lead Upto 1000M 2.4.3.B : Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including Tandp And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 Metres
Dismantling Brick / Tile Work In Cement Mortar
Dismantling Of Existing Structures Like Culverts, Bridges, Retaining Walls And Other Structure Comprising Of Masonry, Cement Concrete, Wood Work, Steel Work, Including Tandp And Scaffolding Wherever Necessary, Sorting The Dismantled Material, Disposal Of Unserviceable Material And Stacking The Serviceable Material With All Lifts And Lead Of 1000 Metres Dismantling Brick / Tile Work In Cement Mortar 2.6 : Dismantling Of Cement Concrete Pavement By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Metres, Stacking Serviceable And Unserviceable Materials Separatelydismantling Of Cement Concrete Pavement By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Metres, Stacking Serviceable And Unserviceable Materials Separately "4.2.A.1 : Construction Of Granular Sub Base By Providing 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.
Grading Iii For Lower Sub Base Mix In Place Method
Construction Of Granular Sub Base By Providing 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. Grading Iii For Lower Sub Base Mix In Place Method" 4.12 : Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density.Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers With Paver In Sub Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density. 55.4 : Supplying And Stacking 36Mm Size Hard Broken Stone In Standard Heaps For Measurement.Supplying And Stacking 36Mm Size Hard Broken Stone In Standard Heaps For Measurement. 55.8.A : Filling Up Pot Holes (Cut And Formed To Regular Shapes And All Loose And Defective Materials Removed) After Supplying A Prime Coat Of Hot Bitumen Using 36Mm Departmental Broken Stone And Compacting With Power Roller To Get A Compact Surface.Filling Up Pot Holes (Cut And Formed To Regular Shapes And All Loose And Defective Materials Removed) After Supplying A Prime Coat Of Hot Bitumen Using 36Mm Departmental Broken Stone And Compacting With Power Roller To Get A Compact Surface. 5.1.A : Providing And Applying Primer Coat With Bitumen Emulsion ( Ss) On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 1.0 Kg/Sqm Using Mechanical Means.Providing And Applying Primer Coat With Bitumen Emulsion ( Ss) On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 1.0 Kg/Sqm Using Mechanical Means. 5.2.A : Providing And Applying Tack Coat With Bitumen Emulsion( Rs) Using Emulsion Pressure Distributor At The Rate Of 0.20 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom.Providing And Applying Tack Coat With Bitumen Emulsion( Rs) Using Emulsion Pressure Distributor At The Rate Of 0.20 0.30 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Mechanical Broom. "5.3.2.A : Providing And Laying Bituminous Macadam With 80 100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder (Vg 30), Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction.
For Grading Ii (19 Mm Nominal Size)
Providing And Laying Bituminous Macadam With 80 100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder (Vg 30), Transported To Site, Laid Over A Previously Prepared Surface With Paver Finisher To The Required Grade, Level And Alignment And Rolled As Per Clauses 501.6 And 501.7 To Achieve The Desired Compaction.For Grading Ii (19 Mm Nominal Size)" "5.6.2.A : Providing And Laying Bituminous Concrete With 80 100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder( Nrmb) @ 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 507 Complete In All Respects Grading Ii (13.2 Mm Nominal Size)
Providing And Laying Bituminous Concrete With 80 100 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder( Nrmb) @ 5.4 Per Cent Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 507 Complete In All Respectsgrading Ii (13.2 Mm Nominal Size)"
Grading-Iii--For-Lower-Sub-Base---Mix-In-Place-Method
Construction-Of-Granular-Sub-Base-By-Providing-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.-Grading-Iii--For-Lower-Sub-Base---Mix-In-Place-Method"-4.12-:-Providing,-Laying,-Spreading-And-Compacting-Graded-Stone-Aggregate-To-Wet-Mix-Macadam-Specification-Including-Premixing-The-Material-With-Water-At-Omc-In-Mechanical-Mix-Plant-Carriage-Of-Mixed-Material-By-Tipper-To-Site,-Laying-In-Uniform-Layers-With-Paver-In-Sub--Base-/-Base-Course-On-Well-Prepared-Surface-And-Compacting-With-Vibratory-Roller-To-Achieve-The-Desired-Density.Providing,-Laying,-Spreading-And-Compacting-Graded-Stone-Aggregate-To-Wet-Mix-Macadam-Specification-Including-Premixing-The-Material-With-Water-At-Omc-In-Mechanical-Mix-Plant-Carriage-Of-Mixed-Material-By-Tipper-To-Site,-Laying-In-Uniform-Layers-With-Paver-In-Sub--Base-/-Base-Course-On-Well-Prepared-Surface-And-Compacting-With-Vibratory-Roller-To-Achieve-The-Desired-Density.-55.4-:-Supplying-And-Stacking-36Mm-Size-Hard-Broken-Stone-In-Standard-Heaps-For-Measurement.Supplying-And-Stacking-36Mm-Size-Hard-Broken-Stone-In-Standard-Heaps-For-Measurement.-55.8.A-:-Filling-Up-Pot-Holes-(Cut-And-Formed-To-Regular-Shapes-And-All-Loose-And-Defective-Materials-Removed)-After-Supplying-A-Prime-Coat-Of-Hot-Bitumen-Using-36Mm-Departmental-Broken-Stone-And-Compacting-With-Power-Roller-To-Get-A-Compact-Surface.Filling-Up-Pot-Holes-(Cut-And-Formed-To-Regular-Shapes-And-All-Loose-And-Defective-Materials-Removed)-After-Supplying-A-Prime-Coat-Of-Hot-Bitumen-Using-36Mm-Departmental-Broken-Stone-And-Compacting-With-Power-Roller-To-Get-A-Compact-Surface.-5.1.A-:-Providing-And-Applying-Primer-Coat-With-Bitumen-Emulsion-(-Ss)-On-Prepared-Surface-Of-Granular-Base-Including-Clearing-Of-Road-Surface-And-Spraying-Primer-At-The-Rate-Of-0.70---1.0-Kg/Sqm-Using-Mechanical-Means.Providing-And-Applying-Primer-Coat-With-Bitumen-Emulsion-(-Ss)-On-Prepared-Surface-Of-Granular-Base-Including-Clearing-Of-Road-Surface-And-Spraying-Primer-At-The-Rate-Of-0.70---1.0-Kg/Sqm-Using-Mechanical-Means.-5.2.A-:-Providing-And-Applying-Tack-Coat-With-Bitumen-Emulsion(-Rs)-Using-Emulsion-Pressure-Distributor-At-The-Rate-Of-0.20---0.30-Kg-Per-Sqm-On-The-Prepared-Bituminous-Surface-Cleaned-With-Mechanical-Broom.Providing-And-Applying-Tack-Coat-With-Bitumen-Emulsion(-Rs)-Using-Emulsion-Pressure-Distributor-At-The-Rate-Of-0.20---0.30-Kg-Per-Sqm-On-The-Prepared-Bituminous-Surface-Cleaned-With-Mechanical-Broom.-"5.3.2.A-:-Providing-And-Laying-Bituminous-Macadam-With-80-100-Tph-Hot-Mix-Plant-Producing-An-Average-Output-Of-75-Tonnes-Per-Hour-Using-Crushed-Aggregates-Of-Specified-Grading-Premixed-With-Bituminous-Binder-(Vg-30),-Transported-To-Site,-Laid-Over-A-Previously-Prepared-Surface-With-Paver-Finisher-To-The-Required-Grade,-Level-And-Alignment-And-Rolled-As-Per-Clauses-501.6-And-501.7-To-Achieve-The-Desired-Compaction.
For-Grading-Ii---(19-Mm-Nominal-Size)
Providing-And-Laying-Bituminous-Macadam-With-80-100-Tph-Hot-Mix-Plant-Producing-An-Average-Output-Of-75-Tonnes-Per-Hour-Using-Crushed-Aggregates-Of-Specified-Grading-Premixed-With-Bituminous-Binder-(Vg-30),-Transported-To-Site,-Laid-Over-A-Previously-Prepared-Surface-With-Paver-Finisher-To-The-Required-Grade,-Level-And-Alignment-And-Rolled-As-Per-Clauses-501.6-And-501.7-To-Achieve-The-Desired-Compaction.For-Grading-Ii---(19-Mm-Nominal-Size)"-"5.6.2.A-:-Providing-And-Laying-Bituminous-Concrete-With-80-100-Tph--Hot-Mix-Plant-Producing-An-Average-Output-Of-75-Tonnes-Per-Hour-Using-Crushed-Aggregates-Of-Specified-Grading,-Premixed-With-Bituminous-Binder(-Nrmb)--@-5.4-Per-Cent--Of-Mix-And-Filler,-Transporting-The-Hot-Mix-To-Work-Site,-Laying-With-A-Hydrostatic-Paver-Finisher-With-Sensor-Control-To-The-Required-Grade,-Level-And-Alignment,-Rolling-With-Smooth-Wheeled,-Vibratory-And-Tandem-Rollers-To-Achieve-The-Desired-Compaction-As-Per-Morth-Specification-Clause-No.-507-Complete-In-All-Respects Grading---Ii-(13.2-Mm-Nominal-Size)
Providing-And-Laying-Bituminous-Concrete-With-80-100-Tph--Hot-Mix-Plant-Producing-An-Average-Output-Of-75-Tonnes-Per-Hour-Using-Crushed-Aggregates-Of-Specified-Grading,-Premixed-With-Bituminous-Binder(-Nrmb)--@-5.4-Per-Cent--Of-Mix-And-Filler,-Transporting-The-Hot-Mix-To-Work-Site,-Laying-With-A-Hydrostatic-Paver-Finisher-With-Sensor-Control-To-The-Required-Grade,-Level-And-Alignment,-Rolling-With-Smooth-Wheeled,-Vibratory-And-Tandem-Rollers-To-Achieve-The-Desired-Compaction-As-Per-Morth-Specification-Clause-No.-507-Complete-In-All-Respectsgrading---Ii-(13.2-Mm-Nominal-Size)"--"> Get Tenders Rs 500/- + 18.00% GST.
Refer Detail
Due Date : 14/08/2019
KERALA
5 Tenders: 19726930 Supply Of Bitumen Emulsion For Roads Cationic Type.
Refer Detail
Due Date : 16/08/2019
CHHATTISGARH
6 Tenders: 19693381 Supply Of Bitumen Emulsion For Roads Cationic Type.
Refer Detail
Due Date : 12/08/2019
ASSAM
7 Tenders: 19662174 Transportation Of Bitumen Emulsion .
Refer Detail
Due Date : 16/08/2019
MULTI STATE
8 Tenders: 19648939 Bso Ib Production And Supply Of Bitumen Emulsion Packed In Drums To Our Storage/Supply Location For One Year At Fatuah, Barauni And Bokaro In Bihar And Jharkhand Under Bihar State Office. .
Refer Detail
Due Date : 31/08/2019
MULTI STATE
9 Tenders: 19646967 Supply Of Bitumen Emulsion For Roads Cationic Type.
Refer Detail
Due Date : 05/08/2019
MAHARASHTRA
10 Tenders: 19624970 Supply Of Bitumen Emulsion For Roads Cationic Type.
Refer Detail
Due Date : 07/08/2019
PUNJAB
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Bituminous Emulsion Tenders

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