Tender For Provision Of Loading Unloading Bay At Bvy ( Karwar ) Under Ge ( Sb ) Karwar. ; 1 Excavation Over Areas Not Exceeding 1.5M Depth For Foundation Etc And Getting Out In Hard / Dense Soil Completeall As Specified And Directed. 2 Excavation Over Areas Exceeding 1.5M Depth And Not.Exceeding 3.0M Depth For Foundation Etc And Getting Out In Hard / Dense Soil All As Specified And Directed. 3 Excavating In Trenches, Not Exceeding 1.5M Wide And Not Exceeding 1.5M In Depth For Foundation Etc Or For Shafts, Wells, Cesspits, Manholes, Pier Holes, Etc. Not Exceeding 10 Sqm On Plan And Getting Out In Hard / Dense Soil Complete All As Specified And Directed. 4 Excavation In Trenches Not Exceeding 1.5M Wide And Not Exceeding 1.5M Depth For Laying / Taking Out Cable And Getting Outin Soft / Loose Soil All As Specified And Directed. 5 Material And Labour For Hardcore Of Broken Stone Or Boulders Of Gauge Not Exceeding 63Mm And Deposited Spread And Levelled In Layers Not Exceeding 15Cm Thick Watered And Rammed To A True Surface Complete All As Specified And Directed 6 Material And Labour For Pcc M-15, ( 1:2:4 ) , Type-B2 Using 40 Mm Graded Stone Aggregate As In Foundation Filling And Mass Concrete Complete All As Specified And Directed. 7 Material And Labour For Pcc ( 1:4:8 ) , Type-D2 Using 40 Mm Graded Stone Aggregate As In Foundation Filling And Mass Concrete Complete All As Specified And Directed. 8 Material And Labour For Rcc Design Mix M-30 ( Using 20 Mm Graded Aggregate ) Foundations, Including Rafts, Footings, Foundation Beams; Plinth Beams; Bases For Columns, Etc, Basement Slabs, Under-Reamed Piles And Mass Concrete Complete All As Specified And Directed. 9 Material And Labour For Mild Steel Tmt Bars 10Mm Dia And Over Cut To Length, Bent To Shape Required, Including Cranking, Bending, Spirally For Hooping For Columns, Hooking Ends And Binding With And Including Mild Steel Wire ( Annealed ) Not Less Than 0.9Mm Dia Complete All As Specified & Directed. 10 Material And Labour For Mild Steel Tmt Bars 5 To 10Mm Dia And Over Cut To Length, Bent To Shape Required, Including Cranking, Bending, Spirally For Hooping In Spacers , Stirrups All As Specified & Directed. 11 Form Work To Sides Of Concretefoundation, Footings, Plinth Beams Etc Rough Finished Surfaces All As Specified And Directed. 12 Material And Labour For Plates ( Plain Or Chequered ) Channels, Square Cut Or Notched ( Ordinary And Counter Sunk ) Forming Holes, Without Any Attachment Fe 410 -W ( Gde- E- 250 ) Quality-A, Complete All As Speicified And Directed. 13 Supply And Fix Joist, Channel, Angle, Or Tee Sections In Vertical Posts, Fixed Independently, With / Without Connecting Plates, & Column Bracings Etc. Conforming To Fe-410-W Or E-250 Quality A Complete All As Specified And Directed. 14 Supply And Fix Rolled Sections As In Main And Cross Beams, Hip And Jack Rafters, Purlins Where Connected To Common Rafters And Running Rails And Guides Fixed With Angle Cleats Or Other Connecting Plates Conforming To Fe-410-W Or E-250 Quality A Complete All As Specified And Directed. 15 Supply And Fix Wind Ties For Roof Including Securing Bolts, And Similar Work Conforming To Fe-290Gde E-165 Complete All As Specified And Directed. 16 Material And Labour For Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Zinc Chrome Primer Including Preparation Of New Steel Surfaces Of Any Description Exceeding 10Cm In Width Or Girth Complete All As Specified And Directed. 17 Material And Labour For Pre-Painted Galvalume Aluminium Zinc Coated Gi Based Corrugated Steel Sheet 0.5 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Roof Covering / Cladding To Wall, Fixed With Self Tapping Screws Complete All As Specified And Directed. 18 Material And Labour For Pre-Painted Galvalume Aluminium Zinc Coated Gi Based Plain Steel Sheet 0.5 Mm Thick Of An Colour Having Tensile Strength Of 550 Mpa As In Ridge, Roof Covering / Cladding To Wall, Fixed With Self Tapping Screws Complete All As Specified And Directed 19 Returning, Filling In Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exceeding 25 Cm In Hard / Dense Soil Complete All As Specified And Directed. 20 Removing Excavated Material Not Exceeding 50 M And Deposited Where Directed At A Level Not Exceeding 1.5 M Above The Base As In Soil Complete All As Specified And Directed. 21 Supply And Fix 160Mm Dia Pvc ( Swr ) Pipes In Eaves Gutters, Single Socketed In Any Length With Rubber Rings Joints And Fixed To Sheets As Rain Water Pipes With Necessay Clamps Or Laid In Trenches Or In Floors Complete All As Specified And Directed. 22 Supply And Fix 160 Mm Dia Pvc ( Swr ) Pipes Fixed To Walls In Any Length And In Any Position ( With Clamps In Wall ) 23 Supply And Fix Pvc ( Swr ) Bends 160 Mm Dia Complete All As Specified And Directed. 24 Material And Labour For Pre-Cast Cement Concrete Blocks ( 1:2:4 ) , Type B1 Masonary With Solid Blocks, Exceeding. 10Cm In Width And Setting In Cm ( 1:6 ) Complete All As Specified And Directed. 25 Material And Labour For Rendering 15 Mm Thick Incement Mortor ( 1:4 ) On Fair Faces Of Brick Work Orconcrete Surfaces And Finished Even And Smooth Without Using Extra Cement And Mixedwith Waterproofing Compound @3% By Weight Of Cement All As Specified And Directed. 26 Material And Labour For Preparation Of New Plastered Surfaces Of Walls Of Any Description And Applying Two Coat Of Cement Base Paint Etc Complete All As Specified And Directed. 27 Material And Labour For 75Mm Thick Pcc ( 1:3:6 ) Type-C2 Using 20 Mm Graded Stone Aggregate As In Hardstanding / Plinth Protection And Finishing The Concrete Surface Even And Smooth Without Using Extra Cement Complete All As Specified And Directed. 28 Supply & Layingincluding Jointing, Testing And Commissioning Of 3.5 Core 70 Sqmm Xlpe Insulated, Armoured, Heavy Duty, Lt Ug Electric Cable With Aluminum Conductor 1100 Volt Grade Including Provision Oflugs, Glands Etc Laid In Trenches Or Fixed On Wall / Pole Or Drawn Through Gi Pipe Complete All As Specified And Directed By Engineer-In-Charge.Note - ( I ) Excavation & Earth Work, Sand Cushioning And Pcc Cover For Cable Protection Will Be Measured & Paid For Seperately 29 Supply And Laying Un-Reinforced Pre-Cast Concrete Cable Cover, Class Lv, Type 1, Flat, Size 250Mm X 150Mm X 40Mmin Replacement Of Existing Burnt Bricks Complete All As Directed. 30 Supply And Spread Dry River Sand In Trenches For Cable Cushioning All As Specified In Clause 19.75 Of Ssr Part-I.Note:- Punned Thickness Of Sand Only Will Be Measured & Paid 31 Supply And Laygi Tubing, Light Grade Of Size 80 Mm , With All Fittings As In Cable Protection, Laid In Trenchescomplete All As Specified Anddirected By Engineer-In-Charge. 32 Material And Labour For Earthing Complete With Galvanised Steel Earth Plate Electrode 60×60Cm.× 6Mm Thick, Buried Directly In Ground ( Earth Pit Not Less Than 2.25 Metres Deep Below Ground Level ) With Top Edge Of The Plate Not LessThan 1.5 Metres Below Normal Ground Level, Connected To Galvanised Earth Lead Wire 4.0Mm Dia By Means Of Bolts, Nuts, Check Nuts And Washers Of Galvanised Iron Or Steel All As Shown In Electrical Plate No. 3 Connected To Earthing Tes Point All As Specified Or Indicated Including Testing On Completion
