Construction Of Sheds At Various Crematoriums Under Nagar Panchayat Besa-Pipla Area , Excavation For Foundation In Earth, Soil Of All Types, Sand, Gravel And Soft Murum, Including Removingtheexcavatedmaterialuptoadistanceof50m.Beyondthebuildingareaand Stacking and spreading a sdirected,Dewatering,Preparing the bed for the foundation and Necessary Back Filling, Ramming, Watering Including Shoring And Strutting Etc. Complete. (Lift Upto 1.5 M.) , Excavation For Foundation In Earth, Soils Of All Types, Sand,Gravel And Soft Murum, Including Removing The Excavated Material Upto A Distance Of 50 Metres Beyond The Building Area And Stackingandspreadingasdirected,Dewatering,Preparingthebedforthefoundationand Necessary Back Filling, Ramming, Watering Including Shoring And Strutting Etc. Complete. (Lift From 1.5M To 3.0M) By Manual Means , Providing Selected Hard Murum Filling Including Laying In Layers Of 15 To 20Cmwith Watering And Compacting Etc. Complete. , Providingsoling Using80mm Sizetrapmetalin15cm.Layerincludingfilling Voidswith Crushed Sand/Grit, Ramming, Watering Etc. Complete. , Providingandlayingcastinsitu/Readymixcementconcreteinm-10Oftrap/Granite/ Quartzite/Gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel Centering, Formwork, Laying/Pumping, Compacting, Roughening Them If Special Finish Is To Be Provided,Finishingifrequiredandcuringcomplete.With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Cast In Situ / Ready Mix Cement Concrete M-25 Of Trap/Granite/Quartzite/Gneissmetalforr.C.C.Workinfoundationslike Raft, Strip Foundations,Grillage And Footings Of R.C.C. Columns And Steel Stanchions Etc. Including Bailing Out Water,Steel Centering,Formwork,Coverblocks,Laying/Pumping,Compactionandcuring Roughening The Surface If Special Finish Is To Be Provided (Excluding Reinforcement And Structural Steel) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Castinsitu/Ready Mix Cement Concretem-25Oftrap/Granite/Quartzite/Gneiss Metalforr.C.C. Columns As Per Detaileddesignsanddrawings Or As Directedincluding Steel Centering, Formwork,Coverblocks,Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smoothand Even Surface Or Roughening If Special Finish Is To Be Providedand Curing Etc. Complete(Excluding Reinforcement And Structural Steel). With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlaying Cast In Situ/ Ready Mix Cement Concrete In M-25 Of Trap/ Granite/ Quartzite/ Gneiss Metal For R.C.C.Beams And Lintels As Per Detailed Designs And Drawings Or As Directed Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compaction And Roughening The Surface If Special Finish Is To Be Provided And Curing Etc. Complete. (Excluding Reinforcementandstructuralsteel). With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-25Oftrap/Granite/ Quartzite/ Gneiss Metal For R.C.C.Slabs Andlandingsasper Detaileddesigns Anddrawings Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth And Even Surface Or Roughening If Special Finish Is To Be Provided And Curing Etc. Complete,(Excluding Reinforcement And Structural Steel). With Fine Aggregate (Crushed Sand Vsi Grade) , Providing Internal Cement Plaster 20Mm Thick Insingle Coats In Cement Mortar 1:5Without Neeru Finish, To Concrete, Brick Surface, In All Positions Including Scaffolding And Curing Etc. Complete , Providing Sand Faced Plaster Externally In Cement Mortar Using Approved Screened Sand, In All Positionsincludingbasecoatof15mmthickincementmortar1:4Usingwaterproofing Compound At 1Kilogramper Cement Bag Curing The Same For Not Less Than 2 Days And Keeping Thesurfaceofthebasecoatroughtoreceivethesandfacedtreatment6to8mm Thickin Cementmortar1:4Finishingthesurfacebytakingoutgrainsandcuringforfourteendays Scaffolding Etc.Complete. , Providing And Fixing In Position Tmt - Fe - 500 Bar Reinforcement Of Various Diameters For R.C.C.Pilecaps,Footings,Foundations,Slabs,Beamscolumns,Canopies,Staircase,Newels, Chajjas,Lintelspardis,Copings,Fins,Archesetc.Asperdetaileddesigns,Drawingsand Schedules. Including Cutting, Bending, Hooking The Bars, Binding With Wires Or Tack Welding And Supporting As Required Complete. , Providing Andfixing Colourcoatedzincalume (R)Az150(Min150gms/Sq.Mt.Totalon Each Side ) Profiled Sheets For Roofing. The Feed Material Is Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness ( Bmt ) (0.5 Mm Tct ), Hi-Strength Steel With Min.550 Mpa Yield Strength,Metallichotdipcoatedwithaluminium-Zincalloy(55%Aluminium 43.4%Zinc 1.6% Silicon) With Colorbond ( R ) Steel Quality Super Durable Polyester Paint Coat ( With Inorganicpigment).Thepaintshallhaveatotalcoatingthicknessofnominal35um, Comprising Of Nominal 25 Um Exterior Coat On Top Surface And Nominal 10 Um Reverse Coat On Back Surface. Profile Sheet Shall Have Nom. 950-1050 Mm Effective Cover Width And Nominal 25-30 Mm Deep Ribs With Subtle Square Fluting In The Five Pan At Nominal 180-250 Mm Center- To-Center.The Endribshallbedesignedforanti-Capillarygroove.Andreturnleg.Thefeed Material Should Have Coil Manufacturers Product Details Marked A Regular Interval. Including Fasteners With Min. Fastened With Min. 25 Um Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw Etc. Complete. (Weight Of Profile 4.52 Kilogram/ One Square Metre) , Providing And Fixing Of Colour Coated Zincaluminium( R ) Az150 ( Min 150 Gms/Sq.Mt. Total On Each Side ) Profiled Sheets For Roofing. The Feed Material Is Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness ( Bmt ) (0.5 Mm Tct ), Hi-Strength Steel With Min.550 Mpa Yield Strength, Metallic Hot Dip Coated Withaluminium-Zinc Alloy (55% Aluminiumm 43.4% Zinc 1.6% Silicon) With Colorbond ( R ) Steel Quality Super Durable Polyster Paint Coat ( Withinorganic Pigment). The Paint Shallhave Atotal Coating Thickness Ofnominal 35Mm, Comprising Of Nominal 25Mmexterior Coat On Top Surface And Nominal 10 Um Reverse Coat On Back Surface. Profile Sheet Shall Have Nom. 950-1050 Mm Effective Cover Width And Nominal 25-30 Mm Deep Ribs With Sublet Square Fluting In The Five Pan At Nominal 180-250 Mmcenter- To-Center.Theendribshallbedesignedforanti-Capacitygroove.Andreturnleg.Thefeed Material Should Have Coil Manufacturers Product Details Marked A Regular Interval. Including Fasteners With Min. Fastened With Min. 25 Um Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw Etc. Complete. (Weight Of Profile 4.52 Kilogram/ One Square Metre)600 Mm Girth (Surface Width). , Supply And Installation Of Translucent Roof With Dpi Flux Standing Seam Multicell Polycarbonate Panel System. The System With Complete Assembly Of Co Extruded Uv Protected Multicell Panels Incorporated Into A Complete System. Co-Extruded Uv Protected Polycarbonate Panel System Of Min 12 Mm Thick Of 900 Mm (Min.) Width With Angular Daylighting Concept. Panels Shall Have Minimum Six Layers With Truss Bridge Design For Higher Flexibility & Strength. Panels With All Fixing Accessories To Ensure Best Performance For Wind Uplift, Vibration, Oil Canning And Visual Appearance. Panels Shall Be Manufactured With Vertical Standing Seam At Both Sides Of The Panel. Panels Shall Be Fixed On Purlin With Snap On Connectors With Double Tooth Grip Lock Locking Mechanism And Will Be Secured On Ms Structure (Will Be Paid Separately) With 3 One Numbers Self-Drilling Screws & Trapezoid Ss Fasteners Holding The Base Of The Standing Seam Offering Best Stability Having A Pull-Out Load Of Min. 7000N (7Kn) Tested As Per Iso 6892:1998 And Is 1608: 2005, As Per Design Requirement. Panels Must Satisfy Dart Drop Impact Test As Per Is 14443-97 Shall Show No Sign Of Breakage On Polycarbonate Sheets Which Have Been Exposed To Uv For A Min. Of 500 Hours As Per Astm G 155. Panels Shall Not Have Yellowness Index As Per Astm D 1925 Of 15 Units When Tested On A Sample Exposed To Uv For 500 Hours As Per Astm G 155. U Value Shall Not Be More Than 1.6 W/M2k As Per En Iso 10077-2:2018. Panel Shall Be With Additional End Cap/Aluminium U/F Profile/ Glazing Bar For Ends As Required. Panel Shall Be Fixed Over Ms Structural Steel/Ms Purlin (Paid Separately) Conforming To The Detail Technical Specifications As Per Approved Architectural Drawings. Trained And Factory Authorized Labour With Supervision To Complete The Entire Panel Installation As Per Drawing & Direction Of The Engineering In Charge. Colour: As Per Approval. Approved Make: Flux By Dpi Daylighting Or Approved Equivalent The 12Mm Thick Panels Shall Be Used For A Roofing Height Of Upto 15 Mtrs. , Providing , Laying And Fixing ,Jointingeco- Drain 160 Mm Sn 4 Nu- Drain Upvc Pipes Or Of Equivalent Make, Manufacture As Per En 13476 Or Equivalent As Per I.S.15328 With Fittings Such Abends,Tees,Coupler,Etc,Jointingwith Rubberlubricantincludingnecessary Excavation, Trench Refilling With Selective Excavated Material Etc. Complete. , Providing , Laying And Fixing ,Jointingeco- Drain 200 Mm Sn 4 Nu- Drain Upvc Pipes Or Of Equivalent Make, Manufacture As Per En 13476 Or Equivalent As Per I.S.15328 With Fittings Suchabends,Teestees,Coupleretc,Jointingwithrubberlubricantincludingnecessary Excavation, Trench Refilling With Selective Excavated Material Etc. Complete. , Providingstructuralsteelworkinhollowsectionofvariousthicknessandsizesinsquare, Rectanular And Round Shape From 25Mm To 450Mmsection As Per Is 4923 Yst 310 Grade Produced From Iron Ore And Blast Furnace Route Etc. As Per Detailed Designs And Drawing Or As Directed Including Cutting, Fabricating, Hoisting, Erecting, Fixing In Position, Making Riveted/Bolted/ Welded Connections And Painting Complete. , Providingstructuralsteelworkofrectangularhollowsteelsectionforsteeltrusses,Other Similartrusseditemslikepurlinandmemberswithallbracing,Gussetplatesetc.Asper Detailed Designs And Drawings Or As Directed Including Cutting, Fabricating, Hoisting, Erecting, Fixing Inpositionmaking Riveted/Bolted/Weldedconnectionsandonecoatofanticorrosive Paint And Over It Two Coats Of Oil Painting Of Approved Quality And Shade Complete. , Providing,Fabricatinganderecting Atsiteofworkthetubularsteelstructure(Shed)Asper Standard Design And Specifications Having Various Spans In Between Trusses And In Multiples Of Standard Length Of Bays As Specified As Per Standard Specifications, Inclusive Of Cost Of Steel Tubular Trusses, Tubular Columns Purlins, Tie Runners, Foundationbolts, Base Plates, Nuts And Bolts,Weldingwhereverrequiredetc. Asperdetaileddrawinginclusiveofonecoatof Anticorrosive Paint And Two Coats Of Oil Painting Of Approved Quality And Shade Etc. Complete. Spec. One Number : As Directed By Engineer-In-Charge. , Providing And Fabricating Structural Steel Work In Rolled Sections Like Joists, Channels, Angles, Teesetc.Asperdetaileddesignanddrawingsorasdirectedincludingcutting,Fabricating, Hoisting,Erecting,Fixinginpositionmakingriveted/Bolted/Weldedconnectionswithout Connecting Plates, Braces Etc. Andincluding One Coat Of Anticorrosive Paint Andover Ittwo Coats Of Oil Painting Of Approved Quality And Shade Etc. Complete. , Providing And Fabricating Structural Steel Work In Rolled Sections, Fixed With Connecting Plates Oranglecleatsinmainandcrossbeams,Hipandjackrafters,Purlinsconnectingtotruss Members Andthe Like, As Per Detailed Designs And Drawing Or As Directed Including Cutting, Fabricating, Hoisting, Erecting, Fixing In Position, Making Riveted/ Bolted/ Welded Connections And One Coat Of Anticorrosive Paint And Over It Two Coats Of Oil Paintingofapproved Quality And Shade Etc. Complete. , Providing Fly Ash Brick Masonry With Conventional / I.S. Type Fly Ash Bricks In C.M. 1:6 In Foundation And Plinth Including Bailing Out Water Manually Striking Joints, Racking Out Joints Watering And Scaffolding Etc. Complete. , Providing Fly Ash Brick Masonry With Conventional/ I.S. Type Bricks In Cement Mortar 1:6 In Superstructureincludingstrikingjoints,Rakingoutjoints,Wateringandscaffoldingetc. Complete , Transportation Of Material Obtained From Debris Of Various Sorts Excavated Stuff Including Necessary Excavation/ Loosing Including Loading, Unloading And Conveying And Disposing As Directed.( Beyond 10 Km. ) , Providing Royalty Charges Against Royalty Paid By Contractor For Different Construction Material For Which Royalty Is Necessary. (For Metal / Murum) , Providing Royalty Charges Against Royalty Paid By Contractor For Different Construction Material For Which Royalty Is Necessary. (For Sand)
