Providing Epl (924M) Fhtc (143) And 60000L New Oht Tank At Varahoor Pettai Habitation In Varahoor Panchayat. , Name Of Work: Providing Epl (1600M) Fhtc (63) And Oht Tank Atvengayathalamedu Colonyat Perampattu Panchayat Of Kumaratchi Panchayat Union. Earth Excavation And Depositing On Bank For With An Initial Lead And Lift In All Type Soil For Pipe Line For 65Mm Dia Pipe , Supply Of Unlasticised 63Mm Od Pvc/4Ksc Rigid Pipes As Per Bis 4985/2000 With Isi Marking To Site Of Works 63Mm Pvc /4Ksc Pipe , Lowering And Laying Of The 63Mm Dia Pvc Pipes And Secials To Trench ,Laying To Proper Grade And Alignment,Jointing With Pvc Coupler And Specials Fixing With Solvent Cement Paste Etc., Complete , Re-Filling With Excavated Soil Complying With Standard Specification In Layers Of 15Cm Thick Well Rammed And Consolidated After Ipes And Specials Are Laid And Tested , Earth Excavation And Depositing On Bank For With An Initial Lead And Lift As Per Hard Gravely Soil For Pipe Line For 20 Mm Pvc Pipe , Supply And Delivery Of 20Mm Dia Pvc Pipes As Per Bis 4985/2000 With Isi Marking To Site Of Works , Lowering And Laying The 20Mm Dia Pvc Pipes And Secials To Trench ,Laying To Proper Grade And Alignment,Jointing With Pvc Coupler And Specials Fixing With Solvent Cement Paste Etc., Complete , Re-Filling With Excavated Soil Compplying With Standard Specification In Layers Of 15Cm Thick Well Rammed And Consolidated After Pipes And Specials Are Laid And Tested , 63 X 20Mm Saddel Set , Brass Ferrule 15Mm , 15 Lpm Brass Flow Control Vlave (Lr) , 20Mm Pvc Fta , 20Mm Pvc Elbow , 20Mm Pvc Mta , 15Mm Brass Tap (Lr) , 15Mm Brass Ball Valve (Lr) , Cutting Of 20Mm Pvc Pipe , Labour Charge For Drilling, Cutting, Threading And Brass Ferrule In Distribution Pipe. , Precast Rcc Fountain Post(0.15 X 0.15 X 1.20) And Cc Platform (0.60 X 0.60 X 0.10) , Ccroad Cutting , Bt Road Cutting , Cement Concrete 1:4:8 Mix Using 40Mm Isshbg Stone Jelly And M.Sand For Foundation Including Cost,Conveveyance Of All Materials And Labour Charges Etc., Complete , Cement Concrete 1:2:4 Mix Using 20Mm Isshbg Stone Jelly And M.Sand For Foundation Including Cost,Conveveyance Of All Materials And Labour Charges Etc., Complete , Providing Bulk Metre , Testing Cost For Pvc Pipe (90Mm , 75Mm & 63Mm) , Oht : Earthworkexcavation And Depositing On Bank With An Initial Lead Of 10M And Lift Of 2M In The Following Classification Of Soils As Directed By Deparment Officers. Hard Stiff Clay, Block Cotton, Hard Red Earth Shales, Murram, Ordinary Gravel, Stoney Earth First Depth Of 2M , 2 Nd Depth , Sand Filling For Foundation With Clear River Sand Including Cost Of Sand Watering, Ramming And Consolidationetc Complete As Directed By Department Officers. , 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 Department Officers. , 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 Department For Footing Below G.L. ( 1,50 To 4,50 Below Gl ) , For Column And Brace Upto G.L ( 0 To1,50 Below Gl ) , For Column Andbrace I0 To 4.5M From Gl , For Column Andbrace Ii4.5M To 7.32M From Gl , For Column Andbrace Iii7.32 To 10.98M From Gl , For Column Beam Floor Slab Side Wall From 10.98M To 14.64 M From Gl , For Side Wall, Hance And Roof Slab From 14.64 M To 18.30 M From Gl , 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 Plane Surfaces Below Gl For Column Footing And Gl Brace , Gl 0 To 3.30 M For Brace I , 5.3. To 6.30 M For Brace Ii , 6.3. To 7.30 M For Brace Ii , 8.3. To 9.30 M For Brace Iii , 9.3. To 10.30 M For Brace Iii , Roof Slab , Forfloor Beam And Bottm Of Floor Slab , Square Column For Column Below Gl , For Column Gl 0 To 3.30M , For Column ( 3.31M To 4.30M ). , Forcolumn ( 4.31M To 5.30M). , For Column (5.31M To 6.30M ) , For Column (6.31M To 7.30M ) , For Column (7.31M To 8.30M ) , For Column (8.31M To 9.30M ) , For Column (9.31M To 10.30M ) , For Column (10.31M To 11.30M ) , For Column (11.31M To 11.40M ) , Curved Surface For Side Wall,& Floor Slab Sides And Haunch , 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 Deparment Officers. , 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 Deparment Officers , Providing Ms Ladder & Hand Rails Arrangements In30,000 Lits. Capacity Oht With 12.00Mstaging Height. , 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 Cur , Providing Manhole Cover Of Size 1X1 0.75 X 0.75 M In Rcc 1: 1.5:3 With Suitable Reinforcement And 5O X 5O X 6Mm Ms Angle Fixed Along Edges And As Directed By Department Officers. , Providing Gi Ventilating Arrangements Mosquito Proof Nylon Net With 50 Mm Gipipes And Cowl And As Directed By Deparment Officers , Painting Department Emblem 1 X 1 On The Sr With Enamel Paint As Per Boards Specification And As Directed By Deparment Officers , Supply Of Gi Pipes For Oht Connections 65 Mm Dia , Supply And Delivery Of G.M.Gate Valve 65Mm Size , Supply & Delivery Of 65 Mm G.I Tee , Supply & Delivery Of 65 Mm G.I Coupling , Supply & Delivery Of 65 Mm G.I Bend , Supply & Delivery Of 90Mm T.Coupler Pvc , Supply & Delivery Of 80Mm X 65Mm G.I.Reducer , Supply & Delivery Of 65Mm G.I.Flange Set , Labour Charges For Fixing Of G.I. Pipes & Specials For Oht Pipe Connections As Directed By The Deparment Officers, , Refilling Of The Foundationwith Execavated Soil In Layers Of Thick Including Ramming Watering Etc., Complete As Directed By The Department Officers , Provision For Name Board , 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}
