Completion Of Dalyan Choupal In Mc Samalkha - Building Work. [ 10.100.1 ] Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 With Over Burnt ( Jhama ) Brick Aggregate: 90 Mm To 40 Mm Size In Foundation And Plinth. [ 10.63.2 ] Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 2. Size Of Tile 600X600 Mm [ 10.8 ] Providing And Laying Of Conglomerate Floor 40Mm Thick Cement Concrete Topping 1:2:4 [ 11.5.2 ] 12 Mm Cement Plaster Of Mix : 2. 1:3 ( 1 Cement: 3 Fine Sand ) [ 12.7.3.1 ] Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows, Including Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. ( Note:- Butt Hinges And Necessary Screws Shall Be Paid Separately ) 3.1. Kiln Seasoned Selected Planks Of Sheesham Wood 35 Mm Thick Shutters [ 12.9.7.2 ] Providing And Fixing Panelling Or Panelling And Glazing In Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows ( Area Of Opening For Panel Inserts Excluding Portion Inside Grooves Or Rebates To Be Measured ) . Panelling For Panelled Or Panelled And Glazed Shutters 25 Mm To 40 Mm Thick : 7.2. 5.0 Mm Thick Glass Panes ( Weight Not Less Than 12.50 Kg / Sqm ) . [ 13.21.1 ] Supply And Fixing Windows Frames ( Chowkhats ) Including Mullions Consisting Frame Fabricated From Sheet Roll Formed Out Of 1.2Mm Thick Galvanized Sheet As Per Is:277 ( Base Steel As Per Is 513 ) With Zinc Of 120 Gm / Sqm And Powder Coated With Pure Polyester Powder Up To 50 Microns ( As Per Approved Colour ) , 3 Nos. 100Mm Butt - Hinges 2Mm Thick, 6 Nos. 1.2Mm Thick Crca Electroplated Stiffner, 6 Nos. M.S Hold Fast With Split And Tail Welded To Stiffner Plate 200Mm Long, Receiver For Aldrop, Weld Less Corner Assembly With Brackets And Screws, M.S Tie Rod 50Mm X 25Mm To Be Fixed At Bottom Finished With Powder Coated Total Thickness Of Coating 0.6Mm Of Approved Shade, Fixed In Position Including The Cost Of Cement Concrete For 1:2:4 For Fixing Lugs Complete In All Respects As Per Drawing, Design, Specification And Entire Satisfaction Of Engineer-In-Charge. 1. Door Frame Of Size 80Mm X 50Mm With 37Mm Wide Single Rebate For 35Mm Door Shutter [ 13.3.1.1 ] Providing And Fixing Pressed Steel Door Frames Conforming To Is: 4351, Manufactured From Commercial Mild Steel Sheet Of 2.0 Mm Thickness, Including Hinges, Jamb, Lock Jamb, Bead And If Required Angle Threshold Of Mild Steel Angle Of Section 50X25 Mm, Or Base Ties Of 2.00 Mm, Pressed Mild Steel Welded Or Rigidly Fixed Together By Mechanical Means, Including M.S. Pressed Butt Hinges 2.5 Mm Thick With Mortar Guards, Lock Strike-Plate And Shock Absorbers As Specified And Applying A Coat Of Approved Steel Primer After Pre-Treatment Of The Surface As Directed By Engineer-In-Charge: 1.1. Profile B Fixing With Adjustable Lugs With Split End Tail To Each Jamb [ 13.41 ] Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories And Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) . [ 6.15.1 ] Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Four Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1. 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) [ 6.16 ] Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Four Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . [ 6.34.3 ] Steel Reinforcement For R.C.C. Work, Where Not Included In The Complete Rate Of Rcc, Including Straightening, Cutting, Bending, Placing In Position, Binding, Wastage, Overlaps, Welded Joints, Spacer Bars, Chairs, Stays, Hangers And Annealed Steel Wire Etc. Complete In All Respect Above Plinth Level. 3. Cold Twisted Bars [ 7.22.1 ] Brick Work With Common Burnt Clay Non-Modular Bricks Of Class Designation 10.5 In Superstructure Above Plinth Level Up To Floor Iv Level In All Shapes And Sizes In : 1. Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) [ 9.11.1 ] 10 Cm Thick ( Average ) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 ( 1 Clay : 1 Cow Dung ) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: 1. With Common Burnt Clay Non-Modular Brick Tile Of Class Designation 10
