Improvement / Augmentation Of Water Supply Scheme Pothi Degwar Under Nrdwp-2 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. 3 Excavating Trenches Of Required Widthfor Pipes, Cables Etc Including Excavation Of Rocks, Dressing Of Sides Ramming Of Bottomsdepth Up To 0.50 M Including Getting Out The Excavated Soil And Disposing Of Surplus Soil Up To 50 M Lead With All Kind Of Soil . 4 Providing And Fixing Of 15 Mm Dia ( L ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 5 Providing And Fixing Of 20 Mm Dia ( L ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 6 Providing And Fixing Of 25 Mm Dia ( L ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 7 Providing And Fixing Of 32 Mm Dia ( L ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 8 Providing And Fixing Of 40 Mm Dia ( L ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 9 Providing And Fixing Of 50 Mm Dia ( L ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 10 Providing And Fixing Of 65 Mm Dia ( L ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 11 Providing And Fixing Of 80 Mm Dia ( M ) Complete With Gi Fittings Excluding Trenching And Refilling Etc. ( External Work ) 12 Fill Available Excavated Earth ( Excluding Rock ) In Trenches , Plinths, Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Eachdeposited Layer Excludingramming And Watering Lead Up To 50 M And Lift Up To 1.5 M ( 80% Quantity Of Earthwork ) 13 Fabrication Of Joints 14 P / F Of Gmgate Valves 20Mm 15 P / F Of Gmgate Valves 25Mm 16 P / F Of Gmgate Valves 32Mm 17 P / F Of Gmgate Valves 40Mm 18 P / F Of Gmgate Valves 50Mm 19 P / F Of Gmgate Valves 80Mm 20 P / F Of Ci Check Valves 80Mm 21 Carriage Of G.I. Pipe Avg. Distance1.50Kmby Head Loadfromstacking Place To Site Ofwork 22 Civil Work 23 Earth Work In Excavation By Manual Means Over Areas ( Exceeding 30 Cms. And Up To 1.5 M In Depth, 1.5 M In Width As Well As 10 Sqm. On Plan ) Including Disposal Of Excavated Earth Up To 1 Mtr. From Cutting Edge; Disposed Earth To Be Levelled And Neatly Dres 24 Fill Available Excavated Earth ( Excluding Rock ) In Trenches , Plinths, Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Eachdeposited Layer Excludingramming And Watering Lead Up To 50 M And Lift Up To 1.5 M 25 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering – All Work Up To Plinth Level1:4:8 ( 1 Cement: 4 Coarse Sand: 8 Graded Stone Agg. 40 Mm Nominal Size ) Crushed 26 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centring And Shuttering – All Work Up To Plinth Level1:3:6 ( 1 Cement: 4 Coarse Sand: 8 Graded Stone Agg. 40 Mm Nominal Size ) Crushed 27 Providing And Laying In Opsition Specified Grade Ofreinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts, And Struts Etc. Up To Floor V Level Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement. 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size ) 28 Providing And Laying In Position Specified Grade Of Reinforced Cementconcrete Excluding Cost Of Centring, Shuttering, Finishing And Reinforcement All Work For Slab 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size 29 Providing And Laying Damp-Proof Course 50 Mm Thick With Cement Concrete 1:2:4 ( 1 Cement:2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) And Curing Complete 30 Centring And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Foundations, Footings, Bases Of Columns For Mass Concrete ( Mud Mat, Bed Slab And Drain Complete 31 Centring And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Suspended Floors, Roofs Landings Balcony & Access Plate Form 32 Centering And Shuttering Retaining Walls, Return Walls, Walls ( Any Thickness ) Including Attached Pilasters Buttresses, Plinth And String Course Fillets, Kerbs And Steps Etc. 33 Centering And Shuttering For Domes 34 F / W For Beams 35 Edges Of Slabs And Breakes In Floors And Walls Under 20 Cms Wide 36 Reinforcement For Rcc Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete. Thermo-Mechanically Treated Bars 37 50Mm Cement Concrete Flooring1:2:4 ( 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry But Excluding The Cost Of Nosing Of Steps Etc. Complete.50 Mm Thick With 20Mm Nominal Size Stone Aggreg 38 15 Mm Thick Cement Sand Plaster In 1:4 Mix 39 Extra For Centring, Shuttering In Circular Work Foundation And Plinth 40 Extra For Centring, Shuttering In Circular Work Walling 41 Extra For Centring, Shuttering In Circular Work Extra For Beams 42 Extra For Plastering On Circular Work Not Exceeding 6Min Radius 43 Extra For Providing And Mixing Water Proofing Material In Cement Concrete Work 44 Dry Stone Masonry 45 Supply Of Manhole Cover 46 Supply Of Air Bend 47 Supply Of C.G.I Sheet 48 Supply Of G.I Pipe For Inlet / Outlet 80 Mm Dia 49 Supply Of G.I Pipe For Inlet / Outlet 100 Mm Dia 50 Finishing Walls With Water Proofing Cement Paint / Color Washing Of Approved Brand And Manufacture And Of Required Shade To Give An Even Shade; Newwork ( Two Or More Coats ) Applied @ 3.84 Kg / 10 Sqm. 51 Carriage Of Tmt Steel / Cement 10 Km By Mechanical Transport 52 Carriage Of Sand 10 Km From Nallahto Site Of Workby Mechanical Transport 53 Carriage Of Stone Aggregate 10Km Fromcrusher Tosite Of Workby Mechanical Transport 54 Carriage Of Bricks By Mt Average Distance 240 Km By Mt 55 Carriage Of Cement By Manual Labour Average Distance 1.0 Km By Head Load 56 Carriage Of Steelby Manual Labour Average Distance 1.0 Km By Head Load 57 Carriage Of Sand / Stone Aggregate By Manual Labour Average Distance 1.0 Km By Head Load 58 Carriage Of Brick Average Distance 1.00 Km By Head Load 59 Carriage Of Stone Average Distance 1.00 Km By Head Load 60 Brick Masonry 1:6 61 Extra For Brick Masonry 1:6 62 Structural Steel Work For Door Windows 63 Making Plinth Protection 50Mm 1:3:6 64 Providing And Fixing 1Mm Thick M.S. Sheet Door With Frame Of 40X40x6mmangle Iron And 3Mm M.S. Gusset Plates At The Junctions And Corners, Allnecessary Fittings Complete, Including Applying A Priming Coat Of Approvedsteel Primer. 65 Colour Washing Such As Green Blue Or Buff To Give An Even Shade New Work ( Two Or More Coats ) With A Basecoat Of White Washing With Lime. 66 Applying Priming Coat: Approved Brand And Manufacture On Steel Galvanized Iron / Steel Works 67 Painting With Synthetic Enamel Paint Of Approved Brand And Manufactureto Give An Even Shade.
