Tender For Excavation In Foundation And Trenches Etc. (Including Pipes And Pits Upto All Depths) In All Kind ... in India

Work Detail

Tender for Excavation In Foundation And Trenches Etc. (Including Pipes And Pits Upto All Depths) In All Kinds Of Soil Such As Pick Work, Jumper Work, Blasting And Chiselling Soft Or Hard Rock Where Blasting Is Prohibited In All Leads And Lifts Including Trimming And Dressing Of Sides, Levelling Of Bed To Correct Grade Stacking The Excavated Soil Clear From The Edge Of Excavation And Returning The Excavated Soil After Laying, Jointing And Testing Of Gi Pipes In Trenches In 15Cm Layers Including Consolidating Each Deposited Layers By Ramming And Watering And Then Disposing Of All Surplus Excavated Soil As Directed In All Leads And Lifts And Soring Strutting And Trimming Dressing Where Ever Required Including Restoration Of Un-Metalled Surface To Its Original Condition Including Cost Of Diversion For Traffic Night Signals Fixing Caution Board, Crossing Over Trenches For Access To Houses And Fencing Etc. Complete In All Respects With In All Leads & Lifts As Per Directions Of Engineer-In-Charge. , Laying, Jointing And Testing Of Gms Tube In Trenches (Light Grade) Of Following Dia Meter Including Providing And Fixing Tube Fitting Such As Bends, Tees, Air Valves, Unions And Collars Etc. Including Carraige Of Gi Pipes As Per Direction And To The Entire Satisfaction Of The Engineer-In-Charge (Earth Work In Trenches To Be Measured And Paid For Separately) In All Leads And Lifts. , Gl Pipe 25 Mm Dia , Gl Pipe 20 Mm Dia , Gl Pipe 15 Mm Dia Terms And Conditions , The Work Should Be Executed As Per Pwd/Jsv Specifications And To The Entire Satisfactions Of The Engineer-In Charge. , The Gi Pipes Shall Be Supplied By The Department Free Of Cost From Js Divisional Store Raghu Nath Ka Padhar On Proper Indent. , The Gi Fittings Shall Be Provided By The Contractor At Their Own Construction , The Contractor Will Be Fully Responsible For Watch And Ward Of Material At Site Of Work. , Nothing Shall Be Paid For Rejected/Sub-Standard Material At Site Of Works. , The Work Should Be Completed W

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