Construction Of Link Road From Tilla To Budfer (Kuftu) In Km. 0/00 To 0/800 Construction Of Formation Cutting And Hume Pipe Culvert 900Mm Dia In Km. 0/00 To 0/800 , Cutting And Disposal Of Earth Work Inby Mechanical In All Heights And Depths In All Kinds Of Soils, Including Saturated Soils Comprising Of Pick Work, Jumper Work And Blasting Work Both In Soft And Hard Rock With Chiseling And Wedging Out Of Rock (Where Blasting Is Prohibited) And Their Intermediate Classification Of Soils Including, Dewatering Wherever Required, Setting Of To Therequired Lines, Levels As Shown On The Drawing And Directed By The Engineer -In-Charge At Site., According To The Hp.Pwd. Specification Of 1990 (One Thousand Nine Hundred Ninety) Volume-I (One) And Sorting Out Useful And Unuseful Material And Transportation Of The Unuseful Material For Disposing Atdumping Siteas Per Satisfaction Of Engineer- In -Charge Through All Modes Of Transportation Including Head Load ,Animal Load Or Mechanical Means Along With Its Leveling Fine Dressing And With All Kinds Of Labour, Machineries, Tools Equipments And Safety Measures And Incidentals Necessary To Complete The Work By Mechanical Means And Labour ( If Required ).All The Surplus Excavated Earth To Be Dumped At Dumping Site(Dumping Sites Will Be Arranged By The Contractor On His Own Cost). Any Loss To The Public And Private Propriety, Human Being, Machinery During The Course Of Execution And Disposal Of Serviceable And Unserviceable Materials Shall Be The Absolute Responsibility Of The Contractor And Shall Have To Be Duly Compensated By Him In All Respects Including All Incidental Charges. , Earth Work Inexcavation Of Foundation Of Structures As Per Drawing And Technical Specification, Including Setting Out, Construction Of Shoring And Bracing, Removalof Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Back Filling With Approved Material. Hard Roack Blasting Prohibited And Their Intermediate Classification Of Soils Including, Dewatering Wherever Required, Setting Of To Therequired Lines, Levels As Shown On The Drawing And Directed By The Engineer -In-Charge At Site, According To The Hp.Pwd. Specification Of 1990 (One Thousand Nine Hundred Ninety) Volume-I (One) And Sorting Out Useful And Unuseful Material And Transportation Of The Unuseful Material For Disposing Atdumping Site (To Be Arranged By The Contractor) Including Payment Of Prescribed Charges Of Dumping To The Owner Of Dumping Site As Per Satisfaction Of Engineer-In-Charge Through All Modes Of Transportation Including Head Load, Animal Load Or Mechanical Means Along With Its Leveling Fine Dressing And With All Kinds Of Labour, Machineries, Tools Equipments And Safety Measures And Incidentals Necessary To Complete The Work By Mechanical Means And Labour (If Required).All Useful Material Such As Stones, Shingles Aggregate And Slates Shall Be Properly Stacked At Site To The Maximum Possible Extent In All Leads And Lifts Through All Modes Of Transportation The Usefull Stones As Per The Direction Of The Engineer-In-Charge. Any Loss To The Public And Private Propriety During The Course Of Execution And Disposal Of Serviceable And Unserviceable Materials Shall Be The Absolute Responsibility Of The Contractor And Shall Have To Be Duly Compensated By Him In All Respects Including All Incidental Charges. , Providing And Laying Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802,803,1202 And 1203 Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. A) Cement Mortar 1:6:12(1One Cement: Six Sand: Twelve Graded Stone Agg.40Mm Nominal Size). , Providing And Laying Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802,803,1202 And 1203 Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge.(A) Cement Mortar 1:4:8(One Cement:Four Sand:Eight Graded Stone Aggregate40 Mm(Forty Milimetre) Nominal Size). , Providing And Laying Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802,803,1202 And 1203 Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge.(A) M-10 Cement Mortar 1:3:6(One Cement:Three Sand:Six Graded Stone Aggregate 20Mm(Twenty Milimetre) Nominal Size). , Providing And Laying Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawing And Technical Specification Clauses 802,803,1202 And 1203 Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge.(A) Cement Mortar 1:2:5:5(One Cement:Two Point Five Sand: Five Graded Stone Aggregate 20Mm(Twentymilimetre) Nominal Size). , Providing And Laying Reinforced Cement Concrete Pipe Np2 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Work, Back Filling, Concrete And Masonry Work In Head Walls And Parapets Clause 1108Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge.(I) 900Mm ( Nine Hundred Milimeter) Dia. , Providing Weapholes In Brick Masonry / Stone Masonry /Plain Reinforced Concrete Abutment, Wing Wall, Return Wall With 100 Mm(One Hundred Milimetre) 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, 1204.3.7Including Carriage Of Materials In All Leads And Lifts As Per Thedirections Of The Engineer-In-Charge. , Backfilling Behind Abutment, Wing Wall And Return Wall Complete As Per Drawings And Technicalspecification Clause 1204.3.8 Including Carriage Of Materials In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. (A) Granular Material. , Disposal Of Road Rubbish / Malba / Similar Unserviceable, Materials By Mechanical Means, Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved.
