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Ref. No #20652229 State Government Live

Construction Of Fdr Roads Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201. Construction/Maintenance Of Culvert 1X1000mm Dia H.P. Culvert Construction/Maintenance Of Culvert 1X600mm Dia H.P. Culvert Laying Of 450Mm Dia Hp Laying Of 350Mm Dia Hp Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 As Per Technical Specification Clause 303.1. By Cartage Stablization Of In-Situ Existing Pavment Crust Or Soil Or Otherwise Sub Base / Base Course Up To The Required Depth By Cold In-Situ Recycling Using Chemical Additives / Otherwise, Providing Pulverizing, Spreading Miling And Mixing Of Chemical Additives At The Appropriate Rate As Per Job Mix Design In Accordance With Irc-72-2015. Cementitious Additive @ Minimum 4-7% Should Be Spread On The Existing Pavement Using A Mobile Truck Mounted Contntainerized Cement / Addhesive Spreader With Microprocessor Controlled Weighing And Spreading System. The Additive Spreader Shall Have Variable Working Width Sufficent To Cover Whole Pavement Lane.The In-Situ Stabilization Process Shall Be Carried Out By A Mobile And Self Propelled Stabilizer / Reclaimer Of Working Width Of 2.4 M With Minimum Engine Horse Power Of 440 Kw With A Variable Working Depth Of Maximum 50 Cm. The Resultant Stabilised Mix Then Would Be Profiled To The Required Grade, Level And Thickness Using Motor Grader And The Mix Would Be Compacted Using 20 Tonne Pad Foot Roller In Combination With Smooth Wheel Roller To Achive Desired Proctor Density As Per Irc 37-2012 And Complet In All Respects And Curing With Water As Required Including All Materials, Labour Machinery Etc. The Entire In- Situ Process Would Be Carried Out In Single Pass With Milling And Pulverizing Of Damaged Asphalt Pavement / Soil/ Aggregates / Soil- Aggregate Mixture To The Desired Depth And With Simultaneous Addition Of Additives And Water With Machine Integrated Spray Bars Fitted On The Wheeled Self-Propelled And Vibratory Pad Foot Roller To Achieve The Desire Proctor Density In All Respects. The Tandem Roller Be Followed By Pneumatic Tyre Roller. The Minimum Unconfined Compressive Strenght Ucs Of Stabilized Sub Base / Base Should Be 4.5 To 7 Mpa After 7 / 28 Days Of Curing As Per Irc-72-2015 And Irc 37-2012. Also Durability Aspects Wet-Dry Cycles Of Stabilized Sub Base Sholud Be Satisfied As Per Irc 37-2012. The Gradation Mixes And Materials Should Be As Per Irc 37-2012. The Train Of Equipments To Be Used Are: Binder Spreader -Water Tanker Truck-Additive Truck-Recycler- Pad Foot Roller20 Ton+ Single Drum Comp Grader Roller - Pneumatic Tyre Roller 20 Ton. Providing And Laying Stress Absorbing Membrane Interlayer Sami / Bitumen Impregnated Geotextile Layer After Clearing Of The Road Surface Geotextile Confirming To Physical Requirements Of Clause 703.3 Laid Over A Tack Coat Of Paving Grade Bitumen 80-100 Penetration, Laid At The Rate Of 1.05 Kg Per Sqm Over Thoroughly Cleaned And Repaired Surface To Provide A Water Resistant Membrane And Crack Retarding Layer Paving Fabric To Be Free Of Wrinkling And Folding And To Be Laid Before Cooling Of Tack Coat, Brooming And Rolling Of Surface With Pneumatic Roller To Maximise Paving Fabric Contact With Pavement Surface. Providing And Laying Bituminous Concrete With Higher Capicity Batch Type Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 5.4 Percent 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 Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area. Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015. The Finished Surface To The Level, Uniform And Free From Streaks And Holes. Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 Reinforced Cement Concrete M-15 Grade Kilometre Stone/Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 Supply & Fixing Of Inauguration Stone. Item Rate For Zp Jaunpur Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201. Laying Of 450Mm Dia Hp Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. Stablization Of In-Situ Existing Pavment Crust Or Soil Or Otherwise Sub Base / Base Course Up To The Required Depth By Cold In-Situ Recycling Using Chemical Additives / Otherwise, Providing Pulverizing, Spreading Miling And Mixing Of Chemical Additives At The Appropriate Rate As Per Job Mix Design In Accordance With Irc-72-2015. Cementitious Additive @ Minimum 4-7% Should Be Spread On The Existing Pavement Using A Mobile Truck Mounted Contntainerized Cement / Addhesive Spreader With Microprocessor Controlled Weighing And Spreading System. The Additive Spreader Shall Have Variable Working Width Sufficent To Cover Whole Pavement Lane.The In-Situ Stabilization Process Shall Be Carried Out By A Mobile And Self Propelled Stabilizer / Reclaimer Of Working Width Of 2.4 M With Minimum Engine Horse Power Of 440 Kw With A Variable Working Depth Of Maximum 50 Cm. The Resultant Stabilised Mix Then Would Be Profiled To The Required Grade, Level And Thickness Using Motor Grader And The Mix Would Be Compacted Using 20 Tonne Pad Foot Roller In Combination With Smooth Wheel Roller To Achive Desired Proctor Density As Per Irc 37-2012 And Complet In All Respects And Curing With Water As Required Including All Materials, Labour Machinery Etc. The Entire In- Situ Process Would Be Carried Out In Single Pass With Milling And Pulverizing Of Damaged Asphalt Pavement / Soil/ Aggregates / Soil- Aggregate Mixture To The Desired Depth And With Simultaneous Addition Of Additives And Water With Machine Integrated Spray Bars Fitted On The Wheeled Self-Propelled And Vibratory Pad Foot Roller To Achieve The Desire Proctor Density In All Respects. The Tandem Roller Be Followed By Pneumatic Tyre Roller. The Minimum Unconfined Compressive Strenght Ucs Of Stabilized Sub Base / Base Should Be 4.5 To 7 Mpa After 7 / 28 Days Of Curing As Per Irc-72-2015 And Irc 37-2012. Also Durability Aspects Wet-Dry Cycles Of Stabilized Sub Base Sholud Be Satisfied As Per Irc 37-2012. The Gradation Mixes And Materials Should Be As Per Irc 37-2012. The Train Of Equipments To Be Used Are: Binder Spreader -Water Tanker Truck-Additive Truck-Recycler- Pad Foot Roller20 Ton+ Single Drum Comp Grader Roller - Pneumatic Tyre Roller 20 Ton. Providing And Laying Stress Absorbing Membrane Interlayer Sami / Bitumen Impregnated Geotextile Layer After Clearing Of The Road Surface Geotextile Confirming To Physical Requirements Of Clause 703.3 Laid Over A Tack Coat Of Paving Grade Bitumen 80-100 Penetration, Laid At The Rate Of 1.05 Kg Per Sqm Over Thoroughly Cleaned And Repaired Surface To Provide A Water Resistant Membrane And Crack Retarding Layer Paving Fabric To Be Free Of Wrinkling And Folding And To Be Laid Before Cooling Of Tack Coat, Brooming And Rolling Of Surface With Pneumatic Roller To Maximise Paving Fabric Contact With Pavement Surface. Providing And Laying Bituminous Concrete With Higher Capicity Batch Type Hot Mix Plant Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 5.4 Percent 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 Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area. Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015. The Finished Surface To The Level, Uniform And Free From Streaks And Holes. Providing And Erecting Direction And Place Identification Retro-Reflectorised Sign As Per Irc:67 Made Of Encapsulated Lens Type Reflective Sheeting Vide Clause 1701.2.3, Fixed Over Aluminium Sheeting, 2 Mm Thick With Area Not Exceeding 0.9 Sqm Supported On A Mild Steel Single Angle Iron Post 75 X 75 X 6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M-15 Grade Cement Concrete 450 X 450 X 600 Mm, 600 Mm Below Ground Level As Per Approved Drawing And Technical Specification Clause 1701 Reinforced Cement Concrete M-15 Grade Kilometre Stone/Local Stone Of Standard Design As Per Irc:8 Fixing In Position Including Painting And Printing, Etc As Per Drawing And Technical Specification Clause 1703 Supply & Fixing Of Inauguration Stone.

Location
Uttar Pradesh
Due Date
23 Apr, 2021
Amount
30.13 Crore
Ref. No #20624939 Corporations/Associations/Others Live

Strengthening And Recarpating Of Roads By Paver Finisher At Ind. Area Basni Phase-Ii

Location
Rajasthan
Due Date
22 Apr, 2021
Amount
1.14 Crore

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