Construction Of Material Recovery Facility ( Mrf ) In Swm Unit At Kazigram Gp Under English Bazar Dev. Block, Malda-Surface Dressing Of The Ground In Any Kind Of Soil Including Removing Vegetation Inequalities Not Exceeding 15 Cm Depth And Disposal Of The Rubbish Within A Lead Upto 75 M As Directed. 2 Ear. Th Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within Alead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. A ) Depth Of Excavation Not Exceedine 1, 500 Mm 3 D ) Add Extra For Excavation In Morum Soil 4 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Ofmeasurement Of Finished Auantitv Of Work ) 5 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) C ( Iii ) With Carried Earth Arranged By The Contractor Within A Radius Exceeding 3 Km. But Not Exceeding 5 Km. Including The Cost Of Carried Earth 6 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) ( B ) Do - By Finesand 7 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes. ( C ) Rajmahal 8 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level And Filling Joints With Local Sand. 9 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 9 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, Inground Floor As Per Relevant Is Codes ( Iii ) Rajmahal 10 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, 10 Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Intersection, Complete As Per Drawing And Direction. ( A ) For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M ( I ) Tor Steel / Mild Steel I. Sail / Tata / Rinl 11 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood11 Planks Of Approved Thickness With Required Bracing For Concrete Slabs, Beams And Columns, Lintels Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) 12 Brick Work With 1St Class Bricks In Cement Mortar ( 1:6 ) ( B ) In Superstructure, Ground Floor 13 Plaster ( To Wall, Floor, Ceiling Etc. ) With Sand And Cement Mortar Including Rounding Off Or Chamfering Corners As Directed And Rakingout Joints Including Throating, Nosing And Drip Course, Scaffolding / Staging Where Necessary ( Ground Floor ) . [ Excluding Cost Ofchipping Over Concrete Surface ] ( I ) With 1:6 Cement Mortar ( C ) 15 Mm Thick Plaster 14 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window Sill, Floor Etc. Note:Cement 0.152 Cu.M Per 100 Sqm 15 Colour Washing With Ella With A Coat Of White Wash Priming Including Cleaning And Smoothening Surface Thoroughly : ( I ) Internal ( All Floors ( B ) Two Coats 16 Colour Washing With Ella With A Coat Of White Wash Priming Including Cleaning And Smoothening Surface Thoroughly : ( Ii ) External Surface ( Ground Floor ) ( B ) Two Coats 17 M.S. Structural Works In Roof Trusses With Tubular Sections Conforming To Is: 806-1968 & Is: 1161- 1998 Cnnected To One Another With Bracket, Gusset Cleats As Per Design, Direction Of Engineer-In-Charge Complete Including Cutting To Requisite Size, Fabrication With Necessary Metal Arc Welding Conforming To Is:16-1969 & Is: 9595 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Reqired For The Workincluding All Incidental Chages Such As Electricity Charges, Labour Insurance Charges Etc. Payment To Be Made On The Basis Of Calculated Weight Of Structural Tubular Memebrs As Specified In Relevent Iscode In Finished Work. Payment For Gusset, Bracket, Cleat May Be Made By Adding The Actual Weight Of Such Items With Weight Of Finished Structural Members. The Rates Are Considered For A Height Of Erection8m. / 2Nd Floor Level From The Ground. Add 1.5 % Extra Over The Ratefor Each Additional Floor Or 4M. Beyond The Initial 8 M. Or Part Thereof. I ) For Trusses Spanning Up To 12.00 M 18 Supplying, Fitting & Fixing Zn-Al Alloy ( 55% Al & 45% Zn ) Coating Of 150 Grams Per Sq. Metre ( Followed By Colour Coated On Both Side ) Steel Sheet Work Having Minimum Yield Strength Of 550 Mpa Of Trapizoidal Profile Of Approved Make ( Excluding The Supporting Frame Work ) Fitted And Fixed With 55 Mm & 25 Mm Self Tapping Screw, Epdm Washer 16 Mm Dia & 3 Mm Th. Washer Etc. Complete With 150 Mm End Lap And One Corrugation Minimum Side Lap. ( Payment To Be Madeon Area Of Finished Work ) 19 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. L ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr 20 M.S.Or W.I. Ornamental Grill Of Approved Design Joints Continuously Welded With M.S, W.I. Flats And Bars Of Windows, Railing Etc. Fitted And Fixed With Necessary Screws And Lugs In Ground Floor. I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr 21 Supplying, Fitting, Fixing In Position Netting With Pvc Coated Crinkle Mesh Of Approved Colour With Wooden Or Steel Or Concrete Frame Work Including Cost Of Galvanised Bolts, Nuts, Screws, Nails, Spacers, Shape Welding Etc Complete But Excluding The Cost Of Supporting Frame Works, Battens Etc. ( C ) So Mm. X So Mm. X 8 G 22 Add For Gst 23 Add For Cess
