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Tender for Providing Lis To Bhumti Dhar Brahmna From Gamber Khad In Tehsil Arki District Solan Hp Sh_ Laying Jointing Testing And Commissioning Of Hdpe & Gi Pipe Of Various Dia Class And Grades In Distribution Network Including Of Field Outlet Assemblies In 1St Call , Excavation In Trenches,Drain Chamber In Earth Work For Pipes Up To All Depths In All Classification Of Earth Work Such As Pick Work, Jumper Work, Saturated Soil Including Balling Or Pumping Out Water, Blasting Soft/Hard Rock Of Chiseling Soft/Hard Rock Where Blasting Is Prohibited In All Lifts Including Jungle Clearance Wherever Required, Trimming And Dressing Of Sides, Levelling Of Bends To Correct Grade Including Shoring/Strutting, Planking, Timbering & Dewatering Wherever Required Stacking The Useable/ Unusable Material/Soil Separately And After Laying, Jointing & Testing Of Pipes, Returning The Useable Soil In Trenches In 15Cm Layers Including Consolidating Of Such Deposited Layer By Ramming And Watering And Then Disposing Of All Surplus Excavated Soil/Unusable Material As Directed By The Engineer-In-Charge With In All Leads And Lifts Complete In All Respects With In All Leads And Lifts As Per Directions Of The Engineer-In-Charge. , Laying, Jointing, Testing And Commissioning At Site In Trenches ( To Level Or Grade) G.I. Pipes Of Following Dia. Heavy/Medium Class Confirming To Is-1239 ( Part-1)( Latest Up To Date Amendments) Of Grade And Wall Thickness As Specified Below Suitable To Withstand Required Hydraulic Test Pressure As Per Bis Code In Random Length Of 4M To 6M With Plain Ends And Jointed With Ms Flanges Conforming To Is-6392-1971 ( Latest Up To Date Amendments) And Welding Of Flanges As Per Is-816-1969 With Electrodes As Per Is-814-1991 Including Required No. And Size Of Ms Nut And Bolts As Per Is-1369-1967 And Compressed Asbestos Fiber Jointing Gaskets Sheets Not Less Than 3Mm In Thickness As Per Is-2712-1998 And Butt Welded Joints. The Welding Of Flanges To Be Done On Both Faces In Two Layers On Outer Face And One Layer On Inner Face To Make The Joints Leak Proof And To The Entire Satisfaction Of The Engineer-In-Charge. The Laying Of Pipes Should Be Confirmed To Is-5822-1994 ( With Latest Up To Date Amendments) And As Per Cpheeo Manual And Will Include All Operation Such As Cutting, Welding Dp Tests Of Butt Welded Joints , Making Pipe Bevelled For Butt Welding , Fabrication Of Bends, Tees, Specials Reducers Etc. And Jointing Including Flushing, Cleaning And Hydraulic Testing Complete In All Respect To The Entire Satisfaction Of Engineer-In-Charge Including Entire Carriage Of Materials Up To All Leads And Lifts. (Earthwork In Trenches, Ms Flanges And Butt Welded Joints To Be Measured And Paid For Separately) , G.I. Pipe As Per Is:1239 (Part-I) :- (Dia-65 Mm)(Medium) , Laying, Jointing And Commissioning Of Hdpe Pipe ( High Density Polyethylene Pipes) Of Following Diameter And Class Confirming To Is 4985-2016 With Butt Fusion Welding Process Including All Necessary Fitting In All Leads And Lifts To The Entire Satisfaction Of Engineer-In-Charge Satisfaction Of Engineer-In-Charge.( Earth Work In Trenches To Be Measured And Paid Separately). , Hdpe Pipe, Pn-4.0, Pipe Grade Pe-80, Pipe Dia 63 Mm , Hdpe Pipe, Pn-4.0, Pipe Grade Pe-80, Pipe Dia 75 Mm , Hdpe Pipe, Pn-4.0, Pipe Grade Pe-80, Pipe Dia 90 Mm , Hdpe Pipe, Pn-4.0, Pipe Grade Pe-80, Pipe Dia 110 Mm , Hdpe Pipe, Pn-6.0, Pipe Grade Pe-100, Pipe Dia 63 Mm , Hdpe Pipe, Pn-6.0, Pipe Grade Pe-100, Pipe Dia 90 Mm , Hdpe Pipe, Pn-6.0, Pipe Grade Pe-100, Pipe Dia 110 Mm , Hdpe Pipe, Pn-6.0, Pipe Grade Pe-100, Pipe Dia 125 Mm , Hdpe Pipe, Pn-8.0, Pipe Grade Pe-100, Pipe Dia 63 Mm , Hdpe Pipe, Pn-8.0, Pipe Grade Pe-100, Pipe Dia 90 Mm , Hdpe Pipe, Pn-8.0, Pipe Grade Pe-100, Pipe Dia 110 Mm , Hdpe Pipe, Pn-8.0, Pipe Grade Pe-100, Pipe Dia 140 Mm , Hdpe Pipe, Pn-8.0, Pipe Grade Pe-100, Pipe Dia 160 Mm , Hdpe Pipe, Pn-10.0, Pipe Grade Pe-100, Pipe Dia 63 Mm , Hhdpe Pipe, Pn-10.0, Pipe Grade Pe-100, Pipe Dia 75 Mm , Hdpe Pipe, Pn-10.0, Pipe Grade Pe-100, Pipe Dia 90 Mm , Hdpe Pipe, Pn-10.0, Pipe Grade Pe-100, Pipe Dia 110 Mm , Hdpe Pipe, Pn-12.5, Pipe Grade Pe-100, Pipe Dia 63 Mm , Hdpe Pipe, Pn-12.5, Pipe Grade Pe-100, Pipe Dia 75 Mm , Hdpe Pipe, Pn-16.0, Pipe Grade Pe-100, Pipe Dia 63 Mm , Hdpe Pipe, Pn-16.0, Pipe Grade Pe-100, Pipe Dia 75 Mm , Hdpe Pipe, Pn-16.0, Pipe Grade Pe-100, Pipe Dia 125 Mm , Providing , Fixing And Welding M.S. Flanges At Suitable Point Conforming To Following Tables As Per Is:6392-1971( Latest Up To Date Amendments) As Per Is: 6392-1971( Latest Up To Date Amendments) And Welding Of Ms Flanges With G.I. Pipes/Mserw Pipes In Three Layers Two Layer Outer Fase And One Layer On Inner Face ) To Make The Joints Leak Proof ( The Cost Of Providing And Laying Of G.I. Pipes/Mserw Pipes To Be Measured Separately). The Welding Of Flanges Should Conforms To Is 816-1969 With Electrode As Per Is:814-1991 And Required Numbers Of Nuts And Bolts Confirming To Is:1364. The Thickness Of Gaskets Champion Sheet (Cnaf)Not Less Than 3.00 Mm Conforming To Is: 2712-1998. The Work Shall Be Done As Per Entire Satisfaction Of Engineer-In-Charge Including Entire Carriage Of Materials Up To All Leads And Lifts. , Ms Flanges Of Table-17( Dia 65 Mm) , Excavation In Foundation , Tranches Etc. Earth Work Lift Upto 1.5 Mtr. Stacking The Excavated Soil Not More Than 3.00 Mtr Clear From The Edge Of Excavation & Returning The Stacked Soil In 15Cm Layer , When Required Into Plinth Sides Of Foundation Etc. Consolidating Each Deposited Layer By Ramming & Watering & Then Disposing Of All Surplus Excavated Earth As Directed With In All Lead Of 20 Mtr Complete In All Respect As Per Entire Satisfaction Of Engineer-In-Charge. , Providing & Laying Cement Concrete 1:4:8 (1 Cement :4 Sand :8 Graded Stone Agg. 40Mm Nominal Size Curing Complete Encluding The Cost Of Form Work) In Foundation And Plinth As Per Direction & Entire Satisfaction Of Engineer-In-Charge. , Providing And Laying Cement Concrete 1:3:6(1 Cement :3 Sand : 6 Graded Stone Aggregate 40Mm Nominal Size Curing Complete Excluding The Cost Of Form Work) In Foundation And Plinth , As Per Direction & Entire Satisfaction Of Engineer-In- Charge. , Providing Form Work With Mild Steel Plates 3.15 Mm Thick Welded With Angle Iron In Frame 30X30x5mm, So As To Give A Fair Finish Including Centering, Shuttering, Strutting And Propping Etc. With Woodenbalies & Battens, Height Of Propping And Centering Below Supporting Floor To Ceiling Should Be Upto All Heights And Removal Of The Same In Situ -Reinforced Concrete And Plain Concrete Work In All Leads And Lifts I/C Carriage And As Per Direction And Entire Satisfaction Of The Engineer -In-Charge . , Vertical Surfaces Such As Walls(Any Thickness )Partition And The Like Including Attached Pillasters, Buttresses Plinth And String Courses And Like . , Providing And Fixing Fittings And Accesories For Field Outlets (Hdpe Fillings Etc. ) As Per Direction Of Engineer-In-Charge. , 75Mm Dia Pn-4/5/6/8 Hdpe Pipe , 75Mm Dia Pn-6 Hdpe Unequal Tee. , Providing And Fixing And Acessories For Field Outlets (G.I. Fittings) As Per Direction Of Engineer-In-Charge. , G.I. Pipe 65Mm Dia (Mg) , 40Mm Dia Elbow , G.I. Pipe 40Mm Dia , 40Mm Dia G.I. Nippls (6 Length) , 65Mm Dia X40mm Dia G.I. Reducer. , Providing And Fixing 40Mm Dia Ci Butterfly Wheel Valve Kirloskar/ Leader Make As Per Direction And To The Entire Satisfaction Of Engineer -In-Charge. , Providing And Fixing Clamp For Attaching Outlet Pipe As Per Dirction Of Engineer -In-Charge.
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