Construction Of Link Road From Chakord To Naloda Km 0/000 To 0/570 Sh Construction Of R/Wall At Various R.D 0/000 To 0/012 And 0/505 To 0/512, Hpc At Rd 0/285, 0/480, 0/530 And P/L Kharanja Stone Soling At Various Slushy Reaches Between Km 0/00 To 0/570 , Excavation In Soil In Hilly Area In All Kind Of Sand By Mechanical/Manual Means Including Cutting And Trimming Of Side Slopes And Disposing Of Excavated Earth With A Lift Upto Any Lead And Lift As Per Technical Specification Clause 1603.1 And As Per Hppwd, Specification Of 1990 Volume-I, Or As Directed By The Engineer-In-Charge. , Earthwork In Excavation For Structures As Per Drawing And Technical Specifications Clause 305.1 Including Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Material And Disposal Upto A Any Lead And Lift , Dressing Of Sides And Bottom And Backfilling In Trenches With Excavated Suitablematerial.Useful Material Available From Excavation To Be Properly Stacked And Handed Over To The Department Free Of Cost Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge , Providing And Laying Concreteconcrete 1:6:12 (1Cement: 6 Sand: 12 Graded Stone Aggregate 40Mm Nominal Size)For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802, 803, 1202 And 1203 Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge , Stone Random Rubblemasonryin Cement Mortar 1:6(1 Cement : 6 Sand) Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203.Including All Leads And Lifts, Or As Per Hppwd,. Specification Of 1990 Volume-I, Asdirected By The Engineer-In-Charge. , Providing And Laying Concreteconcrete 1:4:8 (1Cement: 4 Sand: 8 Graded Stone Aggregate 40Mm Nominal Size) In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802, 803, 1202 And 1203 Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge , Construction Of Dry Rubble Masonary For Retaining Walls, Breast Walls,Revetment Walls And Parapets Etc. For Sub-Structure And Super Structure Complete As Per Drawing And Technical Specification Clauses 704.6 & 1302.5Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I As Directed By The Engineer-In-Charge , Stone Masonry In Cement Mortar1;3 For Foundation Complete As Per Drawing & Technical Specification Clauses 702, 704, 1202 And 1204 , Stone Masonry In Cement Mortar 1;6 For Substructure Complete As Per Drawing & Technical Specification Clauses 702, 704, 1202 And 1204 , Pointing With Cement Mortor 1:3 (One Cement :Three Sand) On Stone Masonry As Per Drawing And Technical Specification Clause 613.3 And 1204 Including Carriage Of Material With In All Leads And Lifts As Per Direction Of Engineer-In-Charge. , Providing Weapholes In Brick Masonry / Stone Masonry /Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm Dia Pvc Pipe Extending Through The Full With Of The Structures With Slop Of 1(V):20(H) Towards Drawing Face Complete As Per Drawing And Technical Specification Clauses 614, 709, 1204.3.7 , Excavation For Road Way In Soil Using Mannual Means Forcarring Of Cut Earth To Embankments Site With A Lift 1.5 Mtr And Lead Up To 50 Mtras Per Technical Specification Clause 302.3. Including Carriage Of Materials With In All Leads And Lifts As Per Directions Of Engineer In Charge. , Stone Soling Properly Hand-Packed Filling Interstices With Kharanja Stone And Consolidating With Power Road Roller To The Requested Gradient And Comber Including Spreading Watering And Rolling Of Binding Materials Moorum Or Earth Etc. Complete As Per Hp.Pwd Specification. 150 Mm Spread Thickness (Finished Work Including Materials And Labour) Including Carriage Of Materials With In All Leads And Lifts As Per Directions Of Engineer In Charge. , Backfilling With Granular Material Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings & Technical Specification Clause 1204.3.8 Including All Leads And Lifts, As Per Hppwd, Specification Of 1990 Volume-I Or As Directed By The Engineer-In-Charge
