E-Tender For Construction Of Ms Shade On Gate No . 02 At Government Institute Of Medical Sciences . Greater Noida . , Demolishing R . C . C . Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge . , Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1 . 5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms , Lift Upto 1 . 5 M , Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed , Within A Lead Of 50 M . All Kind Of Soil . , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Excluding The Cost Of Centering , Shuttering , Finishing And Reinforcement - All WorkUp To Plinth Level : , 1:1 . 5:3 ( 1 Cement : 1 . 5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 MmNominal Size ) , Steel Reinforcement For R . C . C . Work Including Straightening , Cutting , Bending , PlacingIn Position And Binding All Complete Upto Plinth Level . , Mild Steel And Medium Tensile Steel Bars , Providing And Fixing Mild Steel Round Holding Down Bolts With Nuts And WasherPlates Complete . , Steel Work In Built Up Tubular ( Round , Square Or Rectangular Hollow Tubes Etc . ) Trusses Etc . , Including Cutting , Hoisting , Fixing In Position And Applying A PrimingCoat Of Approved Steel Primer , Including Welding And Bolted With Special ShapedWashers Etc . Complete . , Hot Finished Welded Type Tubes . , Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes , Channels , Plates Etc . , Including Welding , Grinding , Buffing , Polishing And MakingCurvature ( Wherever Required ) And Fitting The Same With Necessary StainlessSteel Nuts And Bolts Complete , I/C Fixing The Railing With Necessary Accessories& Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc . , Of Required Size , OnThe Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As PerApproval Of Engineer-In-Charge , ( For Payment Purpose Only Weight Of StainlessSteel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts , Bolts , Fasteners Etc . ) , Providing & Fixing Uv Stabilised Fiberglass Reinforced Plastic Sheet Roofing Up To AnyPitch , Including Fixing With Polymer Coated J Or L Hooks , Bolts & Nuts 8Mm Dia . G . IPlain/Bitumen Washers Complete But Excluding The Cost Of Purlins , Rafters , TrussesEtc . The Sheets Shall Be Manufactured Out Of 2400 Tex Panel Rovigs IncorporatingMinimum 0 . 3% Ultra-Violet Stabiliser In Resin System Under Approximately 2400 PsiAnd Hot Cured . They Shall Be Of Uniform Pigmentation And Thickness Without Air PocketsAnd Shall Conform To Is 10192 And Is 12866 . The Sheets Shall Be Opaque Or Translucent , Clear Or Pigmented , Textured Or Smooth As Specified . , 2 Mm Thick , Painting With Synthetic Enamel Paint Of Approved Brand AndManufacture To Give An Even Shade : , Two Or More Coats On New Work , Providing And Fixing Double Scaffolding System ( Cup Lock Type ) OnThe Exterior Side , Up To Seven Story Height Made With 40 Mm DiaM . S . Tube 1 . 5 M Centre To Centre , Horizontal & Vertical Tubes JoiningWith Cup & Lock System With M . S . Tubes , M . S . Tube Challies , M . S . Clamps And M . S . Staircase System In The Scaffolding For WorkingPlatform Etc . And Maintaining It In A Serviceable Condition For TheRequired Duration As Approved And Removing It There After . TheScaffolding System Shall Be Stiffened With Bracings , Runners , Connection With The Building Etc Wherever Required For Inspection OfWork At Required Locations With Essential Safety Features For TheWorkmen Etc . Complete As Per Directions And Approval Of Engineerin-Charge . The Elevational Area Of The Scaffolding Shall Be MeasuredFor Payment Purpose . The Payment Will Be Made Once Irrespective OfDuration Of Scaffolding . , Stone Work ( Machine Cut Edges ) For Wall Lining Etc . ( Veneer Work ) Upto 10 MetreHeight , Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 ( 1Cement : 3 Coarse Sand ) Including Pointing In White Cement Mortar 1:2 ( 1 WhiteCement : 2 Stone Dust ) With An Admixture Of Pigment Matching The Stone Shade : ( To Be Secured To The Backing And The Sides By Means Of Cramps And Pins WhichShall Be Paid For Separately ) : , Red Sand Stone - Exposed Face Fine Dressed With Rough Backing . 30 Mm Thick , White Sand Stone - Exposed Face Fine Dressed With Rough Backing . 30 Mm Thick , Providing And Fixing Expandable Fasteners Of Specified Size With Necessary PlasticSleeves And Galvanised M . S . Screws Including Drilling Holes In Masonry Work /Cc/ R . C . C . And Making Good Etc . Complete . , Hire Charges ( Mobile Crane ) For Lift The Haevy Weight And Other Equipments . , Hire Charges For Labour ( Beldar )
