Kolikadavu Puthiyottumkuzhi Road ( 28/20 ) Civil Work , Road ( Mord ) , 3 . 5 . 1 : Excavation In Cutting In Soil By Manual Means With Lead Upto 50 Mexcavation For Roadway In Soil Using Manual Means For Carrying Of Cut Earth To Embankment Site With A Lift Upto 1 . 5 M And Lead Upto 50 M As Per Technical Specification Clause 302 . 3 , Od80378/2019_2020 : Dry Rubble Masonry Using Hard Granite Stone Including Cost And Conveyance And All Labour Charges Etc ( Modified 13 . 17 . 1 ( Mord ) ) , 12 . 5 . 1 . 1 : Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802 , 804 , 805 , 806 , 807 , 1202 Ans 1204For Height Upto 5 Mi . P . C . C Grade M 15 ( I ) Nominal Mix ( 1:2 . 5:5 ) , 11 . 4 . 1 . 1 : Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802 , 803 , 1202 & 1203I . P . C . C Grade M 10 ( I ) Nominal Mix 1:3:6 , 11 . 4 . 2 . 1 : Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802 , 803 , 1202 & 1203 Ii . P . C . C Grade M 15 ( I ) Nominal Mix ( 1:2 . 5:5 ) , Od80421/2019_2020 : 12 Mm Cement Plaster Of Mix:≪Br≫1:4 ( 1 Cement : 4 Fine Sand ) , 12 . 5 . 4 : Plain/Reinforced Cement Concrete In Substructure Complete As Per Drawings And Technical Specification Clauses 802 , 804 , 805 , 806 , 807 , 1202 Ans 1204For Height Upto 5 Miv . R . C . C . Grade M 25 , 12 . 7 : Supplying , Fitting And Placing Tmt Bar Reinforcement ( Fe 415 ) In Substructrue Complete As Per Drawings And Technical Specification Clauses 1002 , 1005 , 1010 & 1202 , 75 . 5 . 5 . A . 1Pb : Modified Penetration Macadam 50 Mm Thick Using Bitumen S-65 - Packed Bitumen Rates<Br> Construction Of Penetration Macadam Over Prepared Base By Providing A Layer Of Compacted Crushed Coarse Aggregate Using Chips Spreader With Alternate Applications Of Bituminous Binder And Key Aggregates And Rolling With A Three Wheel 80-100 Kn Static Roller To Achieve The Desired Degree Of Compaction As Per Technical Specification Clause 506 . , 75 . 5 . 2 . 1Pb : Tack Coat - With Packed Bitumen Rates <Br> Providing And Applying Tack Coat With Bitumen Emulsion ( Rs-1 ) Using Emulsion Distributor At The Rate Of 0 . 20 To 0 . 25 Kg Per Sqm On The Prepared Bituminous Surface Cleaned With Hydraulic Broom As Per Technical Specification Clause 503 . , 75 . 5 . 9 . 2 . 2 . Pd : Plastic Roads - Bitumen - S-65 <Br> 20 Mm Thick Open- Graded Premix Carpet Using Bituminous ( Penetration Grade/Modified Bitumen ) Binder Providing , Laying And Rolling Of Open-Graded Premix Carpet Of 20Mm Thickness Composed Of 13 . 2Mm To 5 . 6Mm Aggregates Either Using Penetration Grade Bitumen Or Emulsion To Required Line , Grade And Level To Serve As Wearinf Course On A Previously Prepared Base , Including Mixing In A Suitable Plant , Laying And Rolling With A Three Wheel 80-100 Kn Static Roller Capacity , Finished To Required Level And Grades To Be Followed By Seal Coat Of Either Type A Or Type B Type C As Techinical Specification Clause 508 ( With 7% Of Bitumen Replaced By Shreadded Waste Plastice ) <Br> Case - I By Manual Means <Br> <Br> ( Ii ) Bitumen ( S-65 ) ( Vg-30 ) , 75 . 5 . 12 . A . 3 . 2Pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <Br> Providing And Laying Seal Coat Sealing The Voids In A Bituminous Surface Laid To The Specified Levels , Grade And Cross Fall Using Type A , Type B And Type C As Per Technical Specification Clause 510<Br>A . By Manual Means<Br>Case Iii : Type C<Br> ( Ii ) Bitumen ( S-65 ) , 11 . 4 . 3 . 1 : Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802 , 803 , 1202 & 1203Iii . P . C . C . Grade M 20 ( I ) Nominal Mix ( 1:2:4 )
