Labour Charges For Construction Of Retaining Wall From Km . 4 . 70 To Km . 4 . 85 And From Km . 5 . 95 Km To Km . 6 . 23 At Widening And Strenthening Of Service Road Making Pucca Metaled Road Janla Dy . Belan Canal Division Allahabad, Prayagraj-Uttar Pradesh

Labour Charges For Construction Of Retaining Wall From Km . 4 . 70 To Km . 4 . 85 And From Km . 5 . 95 Km To Km . 6 . 23 At Widening And Strenthening Of Service Road Making Pucca Metaled Road Janla Dy . Belan Canal Division Allahabad , Excavation Work In Cutting For Foundation Of Road Including All Labour , T&P Etc Required For Proper Completion Of The Work . , Excavation Other Rock By Blasting , Removing Muck And Stacking Including 1 . 5M Lift And 30 . 0 M Lead Etc As Upid Sor Chap . Vi Item-2+5B+6 As Per Direction Of Engineer-In-Charge . , Earth Work With Dressing In Making Embankment By Carrying Earth From A Distance Upto 5 Km By Power Transport And Laying At Proper Place In Layer Of 20 Cm Thickness Campacted Mechanically To Achieve The Dry Density Of Soil More Than 97% Including Cost Of Watering Etc Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge . , Labour Charges For Laying P . C . C 1:4:8 With Coarse Sand , Cement Stone Ballast 20 To 40 Mm In Size In Foundation Excluding Cost Of All Materials But Including Labour . T&P Etc Required For Proper Completion Of Work As Per Direction Of Engineer-In- Charge . , Labour Charges For Toe Wall/Retaining Wall At The Foot Of Stone Masonary Work In 1:3 For Protection Against Sliding And Providing Stability To Road Work . , Labour Charges For Grouted Stone Pitching In 1:3 Cm Upto 20 Cm Thick Of Shoulder & Daula Excluding Cost Of Material But Including Labour , Lead & Lift Etc . , Labour Charges For Construction Of Granular Sub-Base By Coarse Graded Material , Spreading In Uniform Layers With Motor Grader On Prepared Surface , Mixing By Mixer In Place Method With Rotavator At Omc , And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Mort&H Specification Clause 401 Complete In All Respect . , Labour Charges For Laying , Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam 7 . 5 Cm . Compacted As Per Specification Including Premixing The Material With Water At Omc In Wet-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 Vibraty Roller To Achieve The Desired Density Complete As Per Mort&H Specification Clause 406 Complete In All Respect . , Labour Charges For Stone Edging 3 Wide And 4 & 4 5 Deep With Cost Of Material Labour T&P Etc Complete , Labour Charges For 7 . 5 Cm . Compacted Layer Of Wbm Grade-2 With 45-63Mm Size Stone Balast @ 0 . 97 M3 / 10 M2 For Compacted Thickness Of 7 . 5 Cm & Sand 28% As Screening Material , Complete As Per Pwd Detailed Specification No 20 . 4 , Labour Charges For Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearning Of Road Surface And Spraying Primer At The Rate Of 0 . 75 Kq/Sqm , Labour Charges For Laying Bituminous Macadam With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder , Transported To Site , Laid Over A Previously Prepared Suracer Laying With Hydrostatic Paver Finisher With Sensor Control To The Required Grade , Level And Alignment , Rolling With Smooth Wheeled , Vibratory And Tandem Roller To Achieve The Desired Complaction As Per Mort&H Specification Clause 504 Complete In All Respect . , Labour Charges For Applying Tack Coat With Emulsion Using Medimum Setting Emulsion By Emulsion Pressure Distributor At The Rate Of 0 . 25 Kg Per Sqm On The Prepared Bitumenious Surface Cleaned With Mechanical Broom . For S . D . B . C . , Labour Charges For Laying Semi-Dense Bituminous Macadam With 100-120 Tph Batch Type Hmp Producing And Average Output Of 75 Tonne Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bitumenious Binder @ 5 % Of Mix And Filler Transporting The Hot Mix To Work Site , Laying With Hydrostatic Paver Finisher With Sensor Control To The Required Grade , Level And Alignment , Rolling With Smooth Wheeled , Vibratory And Tandem Roller To Achieve The Desired Complaction As Per Mort&H Specification Clause 508 Complete In All Respects . , Shifting Of Matrierals From Central Store To At Site Repair & Shifting Of Km Stone , Hectometer Etc . , S/F Of Sign Board Cauction Board Village Board Etc . , Gst Extra As Applicable

INR 2950 /-

INR 26.23 Lakhs /-