Miscellaneous Work In Ward No 4 In Municipal Council Fatehabad - Providing And Laying Of Conglomerate Floor 50Mm Thick Cement Concrete Topping 1:2:4 2 [ 11.5.3 ] 12 Mm Cement Plaster Of Mix : 3. 1:4 ( 1 Cement: 4 Fine Sand ) 3 [ 11.98.1 ] Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm / Litre And Uv Resistance As Per Is 15489:2004, Alkali And Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade ( Company Depot Tinted ) With Silicon Additives. 1. New Work ( Two Or More Coats Applied @ 1.43 Litre / 10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre / 10 Sqm 4 [ 13.29.2 ] Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. 2. In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 5 [ 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 [ 17.22.1 ] Water Bound Macadam Gr I 1. Water Bound Macadam Grading I ( Without Screenings For Low Volume Roads ( Undesignated ) Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel / Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Complete As Per Technical Clause 404 Of Mort&H Specifications 7 [ 17.5.3 ] Compacting Original Ground 3. Compaction Of Earthworkcompaction Of & Preparation Of Sub Grade Including Loosening, Levelling Of Earth 225 Mm Thick Top Layer, Rough Dressing Of Soil, Final Dressing Of Earth To Give Level, Camber, Watering, Rolling With Road Roller, Compacting The Bed To Achieve Minimum Dry Density As Given In The Table 3000-2 As Per Technical Clause 305 Of Mort&H Specifications 8 [ 17.69.2 ] Interlocking Concrete Block Pavement 2. Providing And Laying 80 Mm Thick Isi Marked Interlocking Paver Blocks Conforming To Is 15658:2006 / Irc Sp 63: 2004 Of All Shapes And Colours In Design Mix Cement M 40 Over The Bed Of 30 Mm Thick Fine Sand Complete In All Respect. 9 [ 17.70 ] Removal Of Existing Ipb By Manual Means And Disposal Of Dismantled Material With All Lead And Lift As Per Technical Specification Clause 202.3. 10 [ 21.87.1.1 ] Constructing Brick Masonry Road Gully Chambers As Per Standard Drawings ( As Per Sizes Given Below ) Including Dressing Of Beds And Sides Of Chambers To Exact Profiles, 15Cm Thick Lime Concrete 16:24:100 ( As Per Specified In Item No.10.6 ) In Foundations 1St Class Brick Work Laid In Cement Sand Mortar 1:5, 40 Mm Thickcement Concrete 1:2:4 Topping Inside The Chamber With A Floating Coat Of 1.5Mm Thick Neat Cement Laid In One Operation To The Topping, The Entire Inner Surface Of The Chamber Rendered With Neat Cement Not Less Than 12Mm In Thickness Of 1:2 Cement Sand Plaster And Finished With Floating Coat Of Neat Cement 1 Mm Thick Left Absolutely Smooth Polished And Correct To Templates Including Labour For Fixing The C.I. Road Gully Grating And Frame Including Painting With Coal Tar ( As Specified In Item No. Item 21.48 ) Complete To The Requirement Of The Engineer In-Charge 1.1. Single Road Gully Chamber - Size: 610Mm X 457Mm X 800Mm 11 [ 21.93.1 ] Providing And Fixing Sfrc Manhole Covers And Frames Marked With Is: 12592 Including Setting The Same To Correct Lines And Levels In 1:3 Cement Sand Mortar Over Manhole Including Carriage Loading Unloading Stacking Handling Re-Handling Etc. Complete In All Respects To The Satisfaction To The Engineer-In-Charge. 1. Type:- Extra Heavy Duty Set ( Ehd-35 ) 560Mm Clear Opening 12 [ 3.1.18 ] By Mechanical Transport Including Loading, Unloading And Stacking18. Disposal Of Moorum / Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Material By Mechanical Transport Including Loading, Transporting, Unloading To Approved Municipal Dumping Ground For Lead Up To 10 Km For All Lifts, Complete As Per Directions Of Engineer-In-Charge. 13 [ 5.23.2 ] Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. 2. Nominal Concrete 1:2:4 Or Leaner Mix ( I / C Equivalent Design Mix ) 14 [ 6.1.1 ] Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Below Plinth Level And Up To Floor Iv Level: 1. 1:1½:3 ( 1 Cement: 1½ Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 15 [ 6.39.1 ] Providing And Fixing At Or Near Ground Level Precast Cement Concrete In Kerbs, Edgings Etc. As Per Approved Pattern And Setting In Position With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) , Including The Cost Of Required Centering, Shuttering Complete. 1. 1:1½:3 ( 1 Cement: 1½ Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . 16 [ 7.20.2 ] Brick Work With Common Burnt Clay Modular Bricks Of Class Designation 10.5 In Foundation And Plinth In: 2. Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) . 17 [ 9.57.2 ] Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 2. 110 Mm Diameter
