tender for Or 2019-20 Ponnore - Edakalathur-Alur Road Ch 0/000 To 1/500-Kerala

Tender For Or 2019-20 Ponnore - Edakalathur-Alur Road Ch 0 / 000 To 1 / 500:-1.01 55.2 : Supplying And Stacking 12Mm Hard Blue Granite Broken Stone In Standard Heaps For Measurement ( Irc 3.2.1.A ) 1.02 55.4 : Supplying And Stacking 36Mm Size Hard Broken Stone In Standard Heaps For Measurement. 1.03 55.7.A : Providing Bitumen Leveling Coarse Between 40Mm And 150Mm With 36Mm Deptl Metal By Spreading The Metal To Line And Levels And Rolling Until The Compacted Coarse Aggregate Has A Firm Surface And Applying Hot Bitumen With Pressure Sprayer At The Rate Of 20 Kg Per M3 Metal Including All Cost Of Bitumen Conveyance Heating Mixing Spreading In Appropriate Locations To Proper Levels Compacting With Power Roler And Other Sundry Stores. 1.04 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. 1.05 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 12Mm Departmental Broken Stone And Compacting With Power Roller To Get A Compact Surface. 1.06 55.5.A : Levelling Undulation With Precoated Chips With 1% Of Paving Bitumen ( Vg 30 ) By Weight Of Chips In A Suitable Mixer Duly Heated To 160 Degree Temperature Spreading, Levelling And Rolling To Required Line And Level For Thickness Up To 20 Mm. 1.07 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. 1.08 Od31953 / 2019_2020 : :&Nbsp;Providing, Laying And Rolling Of Close-Graded Premix Surfacing Material Of 20 Mm Thickness Composed Of 11.2 Mm To 0.9 Mm ( Type-A ) Aggregates Using Penetration Grade Bitumen To Required Line, Grade And Level To Serve As Wearing Course On A Previously Prepared Base, Including Mixing In A Suitable Plant, Laying And Rolling With A Three Wheel 8-10 Kn Static Roller And Finishing To Required Level And Grades As Per Technical Specification Clause 509 Of Mord 1.09 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 1000M

INR 985 /-

INR 11160.0 /-

INR 4.46 Lakhs /-