Tender For Construction Of 30000 Ltr Oht At Adagapadi In Adagapadi; 1 Construction Of 30000 Ltr Oht At Adagapadi In Adagapadi 2 Earthworkexcavation And Depositing On Bank With An Initial Lead Of 10M And Lift Of 2M In The Following Classification Of Soils As Directed By Twad Board Officers. Hard Stiff Clay, Block Cotton, Hard Red Earth Shales, Murram, Ordinary Gravel, Stoney Eart 3 First Depth Of 2Mfor Foundation For Gl Brace 4 Second Depth Of 1M, For Foundation 5 Sand Filling For Foundation With Clear River Sand Including Cost Of Sand Watering, Ramming And Consolidationetc Complete As Directed By Twad Board Officers. 6 For Foundation 7 For Gl Landing Platform For Ladder 8 Cementconcrete1:4:8 ( One Cement Four Sand And Eight Aggregates ) Using 40Mm Hbgs For Levelling Course For Foundation Including The Cost Of Mixing Concrete, Ramming, Curing Etc., Complete As Directed By Twad Board Officers. 9 For Foundation 10 For Gl Brace 11 Cementconcrete1:4:8 ( One Cement Four Sand And Eight Aggregates ) Using 20Mm Hbgs For Levelling Course For Foundation Including The Cost Of Mixing Concrete, Ramming, Curing Etc., Complete As Directed By Twad Board Officers. 12 For Gl Landing Platform For Ladder 13 Rcc In M30 Grade Using Graded Aggregtes Of Hbgs Excluding Cost Of Reinforcement, Centering, Shuttering Strutting, But Including Cost Of Mixing Concrete, Placing, Vibrating Withmechanical Vibrator, Finishing, Curing Etc., Complete As Directed By Twad Boa 14 For Items 1.5M To 4.5M Below Glfooting Rectangular Portion Trapezoidal Portion 15 For Items 0 To 1.50M Below Gl For Column Upto G.L.For Gl Brace For Gl Brace Extendedportion For Landing Slab 16 For Items 0M To 4.5M Above Gl Columns Brace No 1At 2.715M Forbraceextendedportion For Landing Slab For Landing Platform For Ladder 17 For Items 4.51M To 7.32M Above Gl Columns Braceno 2@5.58M Forbrace Extendedportion For Landing Slab For Landing Platform For Ladder 18 For Items 7.32M To 10.98M Above Glcolumns For Beam At11.45M Above Gl Forbrace Extendedportion For Landing Slab For Landing Platform For Ladder 19 For Items 10.98M To 14.64M Above Glcolumns For Beam At11.45M Above Gl For Beam Extendedportion For Landing Slab For Landing Platform For Ladder For Floor Slab At 11.61M Above Gl For Haunches Sidewall 20 For Items Above 14.64M & Up To 18.30M From Gl Sidewall For Roof Slab @14.75 To 14.93 M From Gldeduction For Manhole Coverfor Pvc Cowl 21 Supplying And Erecting Steel Centering For Sides And Soffits I Including Necessary Supports And Shuttering To The Required Height For Rcc Items Using Ms Sheets Of Suitable Size Of Bg.10 Stiffeneq With Welded Ms Angles Of Size 25Mm X 25Mm X3mm Of Boarding 22 Plane Surfacesbelow G.L. For Footing Side For Gl Brace Bottom For Gl Brace Sides Gl Brace Extnportion-Bottom Gl Brace Extnportion-Outside Gl Brace Extnportion-Inside Landing Platformgl Landing Platform-Side Gl Landing Platform-Outsidegl Landing Platform-Bottom 23 Above G.L. To 3.30M For Ist Brace Bottom @2.715M For Ist Brace Brace Sides Brace Extnportion-Bottom Brace Extnportion-Outside Brace Extnportion-Inside Brace Extnportion-Face Landing Platform-Sidelanding Platform-Outside From Floor To 3.30 Mroof Slab Bottom For Sidewall Junction With Roof Bottomadd Sides Of Manhole 24 5.30M . To 6.30M For Iind Brace Bottom @5.58M For Iind Brace Brace Sides Brace Extnportion-Bottom Brace Extnportion-Outside Brace Extnportion-Inside Brace Extnportion-Face Landing Platform-Side Landing Platform-Outside Landing Platform-Bottom 25 8.30M . To 9.30M For Iiird Brace Bottom @8.445M For Iiind Brace Brace Sides Brace Extnportion-Bottom Brace Extnportion-Outside Brace Extnportion-Inside Brace Extnportion-Face Landing Platform-Side Landing Platform-Outside Landing Platform-Bottom 26 11.31M To 12.30M Floor Beam Bottom @11.45 M Floorbeam Insideoutside Beam Extn Portion Bottom Outside Inside Face Landing Platform Side Outside Bottom Deuduct Beam Bottom Coloumn Juction 27 Curved Surface 0 To 3.30Mfrom Floor Levelsides Of Floor Slabside Wall Outer Side Wall Innerhaunch ( Slanting ) Sides Of Roof Slab 28 Square Columnbelow G.L. Column Below G.L. Deduct Brace Junction 29 Ground Level To 3.30 M Ground Level To 3.30 M Deduct Brace @2.715 30 Square Column 31 3.31 To 4.30M 32 4.31 To 5.30M 33 5.31 To 6.30M 34 6.31 To 7.30M 35 7.31 To 8.30M 36 8.31 To 9.30M 37 9.31 To 10.30M 38 10.31 To 11.30M 39 11.31 To 12.30M 40 Painting Twocoats With Approved Cement Paint Over One Coat Of Priming Coat Over Cement Plastered Exposed Surface Of The Reservoir Including Cleaning, Preparing The Surface And Curing Etc., Complete And As Directed By Twad Board Officers 41 Supplying, Fabricating And Placing In Position Of Hsd Steel Rods For Reinforcement Including The Cost Of Steel And Binding Wire Etc., Complete And As Directed By Twad Board Officers. 42 Fabrication, Supply, Delivery And Fixing Of Outside Ms Ladder Of 45Cm Clear Wide Made Out Of 50 Mm X 50Mm X 6Mm Ms Angle For Both Sides And For Steps At 30Cm C / C Welded Jointed Etc ., For I Staging From Gl To 1St Level Brace ( Weight 4.5Kg / M ) Iind And Iiird Staging Upto Floor Slab And Ivth Staging From Floor Slab To Roof Top. Supply, Delivery And Fixing Of 32 Mm Gi Pipes Medium For Hand Rails From I Stage To Ivth Stage. Rcc M30 Grade Mix For Landing Slab 5 Nos. At Ground Level- 1No. And Above Ground Level - 4Nos. Supply And Fixing Of 32Mm Gi Pipe Medium For Hand Rails For The Landing Slab. Supplying And Fixing Of Ms Base Plate Of 100Mm X 100Mm X 6Mm Thick For Fixing Anchore Fastener Bolt For Fixing Of Hand Rails At Landing Slab And Ms Ladder Providing Locking Arrangements With Two Coats Of Approved Enamel Paint Over One Coat Of Red Oxide Paint As Per Approved Type Design And As Directed By Twad Board Officers. 43 Providing And Fixing Of Rcc Inner Access Ladder In Rcc 1:1.5:3 ( One Cement, One And Half Sane! And Three Aggregates ) Using 20Mm Hbg Stone For Oht Including Cost Of Reinforcement, Placing Grill In Position, Centering Shuttering Charges, Mixing Concrete Cu 44 Providing Pvc Ventilating Arrangements Mosquito Proof Nylon Net With 110 Mm Pvc Pipes And Cowl And As Directed By Twad Board Officers 45 Providing Cut Stone Slab In Cm 1:3 And As Directed By Twad Board Officers 46 Providing Manhole Cover Of Size 1X1 0.60 X 0.60M In Rcc 1: 1.5:3 With Suitable Reinforcement And 5O X 5O X 6Mm Ms Angle Fixed Along Edges And As Directed By Twad Board Officers. 47 Pipe Connection To Sr 65Mm Ø Gi Pipes For Over Flow & 1Xl 48 65Mm Ø Gi Pipes For Over Flow & 1Xl 49 50Mm Ø Gi Pipes For Scour Pipe 1Xl 50 65Mm Ø Gi Pipe For Delivery 1X1 Pipe 51 90Mm Ø Pvc Threaded Coupler 52 65 Mm Ø Pvc Threaded Coupler 53 65Mm Ø Gi Tee 54 65Mm Ø Gi 900 Bend 55 65Mm Ø Gi Coupler 56 65Mm Ø Gi Union 57 65Mm Ø Gi Elbow 58 65X50mm Ø Gi Reducer 59 75Mmx 63Mm Pvc Reducer 60 75Mm Pvc Threaded Coupler 61 75X90 Pvc Reducer 62 75X63 Pvc Reducer 63 65Mm Ø Gm Gate Valve 64 50Mm Ø Gm Gate Valve 65 Refilling The Foundation With Excavated Earth Including Consolidation As Directed By The Twad Board Officers.As Per Item L ( A ) + L ( B ) Less Item 2, 3 & 4A & 4B Total 66 Earth Work Excavation And Depositing On Bank With In Initial Lead Of 10 M And Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton Soil, Hard Red Earth, Earth Mixed With Small Sized Boulders And Hard Gravelly Soil As Per Ss 20B 67 Supply Of 63Mm Pvc Pipes Including Cost And Conveyance Of All Materials To Site And All Labour Charges Etc., Completed. 68 Labour Charges For Laying And Joining 40Mm Hdpe Pipes Including All Labour Charges For Laying Pipes In Proper Alingment And Gradient Including Cost Of Solvent Cement Etc., Complete. 69 Refilling With Excavated Earth After Laying Of Pipes Including All Labour Charges Solvent Cement Etc., Complete. 70 Name Board 71 Gst Amount For Providing Service To Government Contract Works For The Above Construction Works. { Gst Amount Is The Total Gst Amount For Total Overall Quoted Amount Above This Row In Column Bb For All Works In This Package }
