Repairing Of Leakage In 600 Mm Dia Munirka Main Header At Deer Park Bps In Malviya Nagar Constituency Ac-43, Delhi-Delhi

repairing Of Leakage In 600 Mm Dia Munirka Main Header At Deer Park Bps In Malviya Nagar Constituency Ac-43. , Supply Of Ms Special-Made Out Of 8Mm Thick- Ms Barrel Painting Both Sides With Black Anticorrosive Bituminous Paint Of Approved Brand.Materials Supply At Site Complete As Directed By Engineer-In-Charge. 600 Idnominal Dia (Clear Internal Dia.) Specials Of8mm Thickness 6 Mtr. Long (Min.) Along With Ms Collor Both Side. , Hiring Of Hydraulic Excavator (3D) With Driver And Fuel Include Cost Of Service Of Operating Staff And Supply Of Lubricating Oil. (Dsr-21 -0020 Excluding Gst) , Excavation Work Of Hard Rock By Mechanical Means (Hydraulic Excavator)/ Manual Means Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. Dsr 2.9.3 , Hire And Running Charges Of Crane 20 Ton Capacity For Shifting Of Ms Pipes And Other Materials At Site As Per Site Requirement ( Dsr 00228 Exluding Gst) , Hiring Of Dg Set Of 62Kva With Fuel, Operator And Transportation For The Welding Work And Other Works As Required At Site. (Djb Planning Rates) , Dewatering Of Rising Main By Submersible Pump Set Of Suitable Capacity At Site Of Work (14.23 Dsr-21) , Safety, Lighting And Barricading Arrangement Like Air Face Mask, Air Line, Helmet, Gum Boots, Hand Gloves, Safety Belts, Portable Ladder, First Aid Box, Caution Tape, Barrier Cone, Litmus Paper, Torch, Etc Arranged By The Firmat Site Of Work For Safe Working. , Fixing Of Ms Gap Piece 6Mtr Long Of 600Mm Dia Header Line After Removal Of Existing Brusted Line Inside Djb Compound Deer Park Bps. The Work Will Be Carried Out By Cutting, Welding, Laying And Alignment Of Line By (Manually /Mechanically)Means With The Help Of All Labour Like Fitter, Cutter, Welder, Helper, Beldar, Superviser, Electrician And Chowkidar And Material Like Welding Machine, Cutter Set I/C Oxygen, Lpg Set Etc,And Welding Rod, Socket Spigot And T&P Alongwith Its Transportation I/C Loadingunloading Complete At Site Of Work. , Constructing Masonry Chamber 4.00 X 4.00 X 4.00 Mtr. Inside, In Brick Work In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve Etc. Foundation Concrete1:4:8 (1 Cement : 4 Coarse Sand : 8Graded Stone Aggregate 40 Mm Nominal Size) And Inside And Out Side Plastering With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 7.5, Including Fixing Of M.S. Foot Rests In Chamber Fixing With 20X20x10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm And White Washing Two More Coat Complete. , Testing And Commissioning Of Header Line Closing Of All Valvs Related To The Header Line To Execution Of Work For Safely And Smoothly Execuiton Of Work And Opening The Same After Completion Of The Work. The Header Line Should Be Check On Full Pressure And As Per Satisfaction Of Engineer In-Charge.

INR 500 /-

INR 19000.0 /-

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