Fixing Of Rate Contract For Unforeseen Restoration Of Civil Works Like Protection Walls, Crate Revetment, Masonry Drains Etc Arising Due To Eventuality On Emergent Basis Pertaining To 400 Kv D / C Baglihar-Kishanpur Transmission Line- 1 Earth Work In Surface Excavation Not Exceeding 30 Cm In Depth But Exceeding 1.5 M In Width As Well As10 Sqm On Plan Including Disposal Ofexcavated Earth, Leadupto50meterand Lift Upto 1.5M, As Directed By Engineer-In-Charge. All Kinds Of Soil 2 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge.All Kinds Of Soil 3 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan ) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. Ordinary Rock 4 Surface Dressing Of The Ground Including Removing Vegetation And In-Equalitiesnot Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto1.5 M In - All Kinds Of Soil. 5 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Upto 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 6 Clearing Grass And Removal Of The Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 7 Demolishing Of Stone Rubble Masonry Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 M Lead. 8 Removing Cement Motor And Cleaning Of Serviceable Material For Reuse 9 Crushed Soling Stone In Foundation Including Supply. 10 Dumping Soling Stone Excluding Cost Of Stonesin Horizontal On Level 11 Cement Concrete 1:4:8 ( 40 Mm Stone Agg Crushed Stone ) . 12 Random Rubble Masonry With Nallah Stone In Foundation & Plinth Level Including Levelling Up With Cement Conc. 1:6:12 ( 1 Cement: 6 Coarse Sand: 12 Graded Stone Agg 20 Mm Nominal Size ) At Plinth Level With Cement Mortar In 1:6 ( 1 Cement : 6 Coarse Sand ) . 13 Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 ( 1Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Curing Complete 14 Providing And Laying Cement Concrete In Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etcupto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size ) 15 Back Filling Behind Retaining Wall With Boulders. 16 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundation Etc. Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M. 17 Dry Stone Pitching 22.5Cm Thick Laid In Courses Required Profile With Hammer Dressed Stone Having No Side Less Than 15Cm, With Minimum Depth Of 20Cm Including Preparing The Bedding Surface Etc. All Complete ( Payment For Stone To Be Made Separately ) . 18 Hand Packing Of Stones In Wire Crates Including Cost Of Stones. 19 P / L Knitted Wire Crates Having Size 6.00X1.50X1.50 M Mesh Size 150Mm X 150 Mm, Mesh Wire Guage 4 Mmlid And Tie Wire Of 4 Mm Guage Including Transportation Upto Site Of Work All Complete ( Lmr ) 20 Reinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement.1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 21 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing Inposition And Binding All Complete Above Plinth Level Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 22 Grouting Of Stone Pitching Using M-10 Nominal Mix Concrete ( Max. Size Of Aggregates; 20Mm Nominal ) @ 6.00 Cum Per 100 Sq M On Horizontal / Side Slopes; Complete Including Curing. 23 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 24 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. 25 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Lintel, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 26 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Wallsunder 20 Cm Wide 27 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For:Edges Of Slabs And Breaks In Floors And Wallsabove 20 Cm Wide 28 Carriage Of Material By Mechanical Transport 29 Cement 20 Km 30 Sand 70 Km 31 Stone Aggregate ( 20Mm ) 70 Km 32 Stone Aggregate ( 40Mm ) 70 Km 33 Steel 34 Carriage Of Material Byhead Load For An Average Distance Of 500M 35 Cement 36 Sand And Stone Aggregate 40 Mm Nominal Size 37 Stone Aggregate Above 40 Mm Nominal Size 38 Stone For An Avg Distance Of 500 M
