Modernization Upgradation Of Cattle Feed Plant At Baribrahmna, Jammu , Earth Work In Bulk Excavation By Mechanical Means ( Hydraulic Excavator ) 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.2.7.1 All Kinds Of Soil. , 2.1Extra For Every Additional Lift Of 1.5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Material : 2.10.1All Kindsof Soil. , 4.4 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 4.4.51:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) , 4.4 Cement Concrete ( Cast-In-Situ ) Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With: 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) , 5.34 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge. Note: - Cement In This Item Is @ 330 Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Content Considered Payable Or Recoverable Separately. 5.34.1 All Works Upto Plinth Level. , 5.34 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge. Note: - Cement In This Item Is @ 330 Kg / Cum. Excess Or Less Cement Used As Per Design Mix Is Content Considered Payable Or Recoverable Separately. 5.34.2All Works Above Plinth Level Upto Floor V Level , 5.9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 5.9.1Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. , 5.9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 5.9.3Suspended Floors, Roofs, Landings, Balconies And Access Platforms. , 5.9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 5.9.5 Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. , 5.9 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 5.9.6Columns, Pillars, Piers, Abutments, Posts And Struts. , 5.2 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level 5.22.6Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More. , 6.1 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : 6.1.4Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , 6.1 Brick Work With Common Burnt Clay ( Non-Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth Including Curing In : 6.1.5 Cement Mortar 1:6 ( 1 Cement: 6 Coarse Sand ) , Extra For Brick Work With Common Burnt Clay Bricks / Cement Concrete Bricks In Superstructure Above Plinth Level Upto Floor Five Level , 10.6 Supplying And Fixing Rolling Shutters Of Approved Make, Made Of Required Size M.S. Laths, Interlocked Together Through Their Entire Length And Jointed Together At The End By End Locks, Mounted On Specially Designed Pipe Shaft With Brackets, Side Guides And Arrangements For Inside And Outside Locking With Push And Pull Operation Complete, Including The Cost Of Providing And Fixing Necessary 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Confirming To Is:4454 Part-1 And M.S. Top Cover Of Required Thickness For Rolling Shutters. 10.6.280X1.20 Mm M.S. Laths With 1.20 Mm Thick Top Cover , 10.7 Providing And Fixing Ball Bearing For Rolling Shutters. , 10.25 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. 10.25.2 In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. , 12.23 Providing And Fixing Precoated Galvanized Iron Profile Sheets ( Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge ) 0.50 Mm ( + 0.05 % ) Total Coated Thickness With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling / Self Tapping Screws Of Size ( 5.5X 55 Mm ) With Epdm Seal, Complete Upto Any Pitch In Horizontal / Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 12.24 Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories0.50 Mm ( +0.05 % ) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns Using Self Drilling / Self Tapping Screws Complete :12.41.1 Ridges Plain ( 500 - 600Mm ) , 12.24.6 Gutter . ( 600 Mm Over All Girth , 12.58 Providing And Fixing On Wall Face Un-Plasticized 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. 11.36 110 Mm Diameter , 11.36 Kota Stone Slab Flooring 25 Mm Thick Over 20Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing, Polishing And Curing Complete With Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) : , 13.4 Cement Plaster ( In Coarse Sand ) 12 Mm Cement Plaster Of Mix: 13.4.2 1 : 6 ( 1 Cement : 6 Coarse Sand ) , 13.5 15Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix: 13.5.1 1 : 4 ( 1 Cement : 4 Coarse Sand ) , 13.5 15Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix: 13.5.2 1 : 6 ( 1 Cement : 6 Coarse Sand ) , 13.50 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade On New Work ( Two Or More Coats ) Over And Including Priming Coat With Water Thinnable Cement Primer , 13.88 Providing And Applying White Cement Based Putty Of Specified Thickness, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 13.88.1 1 Mm Thick , 13.54 Finishing Walls With Textured Exterior Paint Of Required Shade On New Work ( Two Or More Coats Applied @ 3.28 Liter / 10Sqm ) Over And Including Base Coat Of Exterior Primer Applied @ 2.20Kg / 10Sqm , 13.57 Finishing With Deluxe Multi Surface Paint System Forexteriors Using Primer As Per Manufacturers’ Specifications: 13.57.3 Painting Steel Work With Deluxe Multi Surface Paint Of Required Shade To Give An Even Shade. Two Or More Coats Applied @ 0.90Litre / 10Sqm Over An Under Coat Of Primer Applied @ 0.80Litre / 10Sqm Of Approved Brand Andmanufacture , 15.7 Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge:15.7.4 In Cement Mortar , 15.13 Taking Out Doors, Windows And Clerestory Window Shutters ( Steel Or Wood ) Including Stacking Within 50 Meters Lead : 15.13.1Of Area Of 3 Sqm. And Below , 15.18 Dismantling Steel Work In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates, Bolts, Nuts, Cutting Rivets, Welding Etc. Including Dismembering And Stacking Within 50 Meters Lead. , 15.3 Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Meters Lead As Per Direction Of Engineer-In-Charge. , Built Up Sections Including Column, Rafter, Steel Canopy, Jack Beam Etc Made From High Tensile Steel Of 345 Mpa Ys. The Built Up Shall Be Having Double Side Welding As Per Standards. Astm 572 Gr 50 ) . As Per Specification , Cold Form Z Purlins And Girts Shall Be Made Fom High Tensile Steel Of Grade 345 Mpa With Necessary Holes Punched At The Joining Of Two Purlins Or Girts. As Per Specification , Hot Rolled Sections Having Ys 250 Mpa Suitable For Roof Bracings, Sag Rods Wall Bracings, Kickers, Rafter Bracings Etc. As Per Specification , Hardware Of High Tensile Bolts Of Required Grade To Be Used For The Fixing Of Primary Member Columns And Rafters And Gi Nut, Bolt, Washer For Fixing Of Secondary Member Like Bracings, Purlins And Girts. As Per Specification
