Construction Of Shed & Supplying Necessary Equipments To St Smashan-1 Ksrb 2.2.2 Earth Work Exacavation For Foundation Of Buildings, Water Supply. Sanitary Lines And Eletrical Conduits Either In Pits Or In Trench 1.5M And Above In Width, In Hard Soil Not Exceeding 1.5M In Depth Including Dressing The Bottom And Sides Pits Trenches, Stacking The Excavated Soil From Edges Of Exavation With Lead Up To 50M.After Breaking Of Clods Complete As Per Specifiction No Kbs 2.1 ( B ) / 2.3.5 2 Ksrb 4.1.2 Providing Laying In Position Plain Cement Concrete Of Mix 1:3:6 With Opc Cement @220 Kgs, With 40Mm & Down Size Graded Granite Metal Course Aggregate @ 0.892 Cum And Fine Aggregates @ 0, 465 Cum Machine Mixed, Concrete Laid In Layars Not Exceeding 15 Cms Thick, Well Compated, In Foundation And Plinth Including Cost Of Materials Labour, Hom Of Machinery Curing Complete As Per Specifiction No Kbs 4.1, 4.2 3 Ksrb 6-1.3 : Providing And Constructing Burnt Brick Masonary For Basement And Superstructure With Approved Quality Of Non Modular Bricks Of Standard Size Of Class Designation 35 With Cement Mortar 1:6 Including Cost Of Materials, Labour Charges Scaffolding, Curing Complete As Per Specifications. Specification No. Kbs 6.2 4 Ksrb 2.8 : Filling In Foundation With Granite / Trap Brocken Metal 100 Mm, And Down Size, With Approved Sand Including Hand Packing, Ramming, Watering, Including Cost Of All Materials And Labour With Lead Upto 50M And Lift Of 1.5 M Complete As Per Specifications. Specification No. Kbs 5 Ksrb 4.2.8 : Providing And Laying In Position Reinforced Cement Concrete Of Design Mix M20 With Opc Cement @ 320Kgs, With 20 Mm And Down Size Graded Granite Metal Coarse Aggregates @ 0.69 Cum And Fine Aggregates @ 0.46 Cum With Superplstisiser @ 3Lit Conforming To Is 9103- 1999 Reaffired-2008, Machine Mixed, Concrete Laid In Layers, No Exceeding 15 Cms Thick Vibrated For All Works In Ground Floor Level Slab , Staircase , Lintless, And Beams Retaing Walls, , Return Walls , Walls ( Any Thickness ) Including Attached Plasters Columns Pillars, Posts, Struts, Butteress String Or Lacing Courses, Parapets, , Coping, Bed Blocks, Anchor Blocks , Plain Window Cills, Fillets , Incluing Cost Of All Materials, Labour, Hom Of Machinery, Curing Complete As Per Specifications. Specification No. Kbs 4.1, 4.6 6 Ksrb 4-6.1 : Providing And Removing Centering, Shuttering, Strutting, Propping Etc, And Removal Of Form Work For Foundation Footings, Bases Of Columns For Mass Concrete Including Cost Of All Materials, Labour Complete As Per Specifications. Specification No Kbs 4.6.2 7 Ksrb 4-6.5 : Providing And Removing Centering, Shuttering, Strutting, Propping Etc, For Columns, Pillars, Piers, Abutments Post And Struts, Square / Rectangular / Polygon In Plan Including Cost Of Materials, Labour Complete As Per Specification. Specification No. Kbs 4.6.2 8 Ksrb 4-6.7 : Providing And Removing Centering, Shuttering, Strutting, Propping Etc, And Removal Of Form Work For Sides And Soffits Of Beams, Beam Hanuchings, Cantilever Girders, Bressumers And Lintes Not Exceeding 1 M In Depth Including Cost Of All Materials, Labour Complete As Per Specifications. Specification No Kbs 4.6.2 9 Ksrb 15.3.9 Providing 18 Mm Thick Cement Plaster In A Single Coat With Cement Mortor 1:4 To Brick Masonary Including Rounding Off Corners Wherever Reqiured Smooth Rendering Paroviding And Removing Scfolding , Including Cost Of Material , Labour , Curing Complete As Per Specification 10 Ksrb 15-16.1: Providing And Finishing External Walls In Two Coats With Water Proofing Cement Paint Of Approved Brand And Shade To Give An Even Shade After Throughly Brooming The Surface To Remove All Dirt And Loose Powdered Materials Free From Morter Drops And Foreign Matter Cost Of Materials Labours Complete As Per Specification { With Primer } 11 Ksrb 4.9.2 : Providing T.M.T. Steel Reinforcement For Rcc Work Incluing Straightening, Cutting, Bending, Hooking, Placing In Position, Lapping And / Or Welding Wherever Required, Tying With Binding Wire And Anchoring To The Adjoining Members Wherever Necessary Complete As Per Design ( Laps, Hooks And Wastage Shall Not Be Measured And Paid ) Cost Of Materials, Labour, Hom Of Machinery Complete As Per Specifications. Specification No. Kbs 4.6.3 12 Fabrication Supplying And Erecting M.S. Tubular Trusses Of All Spans As Per Approved Drawing & Design With Prefabricated Steel Applications Using Quality Material And Are Durable, Reliable And Corrosion And Abrasion Resistant. Welding Shall Confirm To Latest Structural Welding Code. Quality Shall Be On Various Parameters Like Shape, Size, Design Gauge And Polish. The Entire Trusses Is Anchored In Rcc Column By Using 4 Nos Of M.S. Anchor Bolts At Each Support With 1Omm Thick Base Plate And Shoe Plate. The Work Includes Cutting, Straightening, Placing In Position Of M.S. Pipes And Welding Wherever Necessary And Applying One Coat Of Redoxide Primer Coat To All The Members Including Cost Of All Materials, Labour Charges, And Hire Charges Of Machineries For Cutting, Welding, Grinding And Erection Equipments, With All Lead And Lift, Transportation, Letc., Complete As Per Specification 13 Providing And Instaliling Of Pre Painted Galvolume Iron Trapezoidal Profiled Sheet Of Appproved Make 1060 Mm Width ( 1000Mm Cover Width ) , 28-30Mm Crest Height With Crest Distance Of 200Mm C / C With 2 Ribs At The Centre For Stiffening. The Total Coated Thickness ( Tct ) Of The Sheet Will Be 0.47Mm + / -0.02 Mm Tolerance Zink Alu Alloy Coating Az150 Gsm As Per Astm 1397 / A755-550 Mpa Steel Grade 5-7 Micron Epoxy Primer On Both Side Of The Sheet And Polyster Top Coat 20-22 Micronsusing Self Drilling Self Tapping Screws Of 25 Mm Lenght, To Be Fixed Over The Existing Purlins, Rafters And Trusses.
