Excavation For Foundation Up To 1.5 Tm. Depth In All Type Of Hard And Soft Soil Including Sorting Out Stacking Of Useful Material & Disposing Of Excavated Stuff Up To 50 Tm. Lead Loose Or Soft Soil, Girding, Lighting, Fencing The Trenches, And Pits. ( Depth Measured From Gl ) . Etc.Comp. 0 To 1.5 Meter Depth. 1.5 To 3 Meter Depth. Extra Rate Over Item Of Excavation Of Earth For Excavation Of Asphalt Pavement / Rcc Of Thickness Up To 0.20 Meter Including Demolishing The Asphalt Carpet, Metal, Soiling / Cutting Reinforcement Etc.Comp. With Stacking The Material As Directed. Up To 0.20 Meter Thickness ( By Manual ) Up To 0.30 Meter ( By Any Type Of Breaker Machine Or R.C.C.Cutter Machine Including Cost Of Operator, Fuel, & Transportation Etc Complete. 0.30 Meter & Above ( By Any Type Of Breaker Machine Or R.C.C.Cutter Machine Including Cost Of Operator, Fuel, & Transportation Etc Complete. Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm. In Depth Consolidation Each Deposited Layer By Ramming And Watering Conveyance Charge Of Earth , Lime, Murrum, Building Rubbish, Manual Garbage, Sludge, Excavated Rock , Fly Ash, Aggregate Of Any Kind Etc. Comp. Up To 5.0 Km. Lead Manufacturing, Testing, Supplying, Loading, Transporting To Work Site, Unloading, Lowering In Trenches, Laying And Jointing R.C.C., Np-3 Class Pipes With Socket And Spigot Joints As Per Is 458-2003 Including Epdm Rubber Ring As Per Is 5382-1985 Etc.Comp. As Directed By Engineering In Charge. 300 Mm Dia Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation, Refilling, Brick Bats Cement Concrete ( 1:5:10 ) Of Thickness 15 C.M., Cc Channel ( 1:2:4 ) Of Thickness 10 C.M., Finished 15 Mm Thick Cement Plaster Inside & Outside ( Only For Shaft ) In Cm 1:3, Finishing With Cement Slurry, P / F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C / C At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 Of Thickness 15 C.M., Including Cantering & Reinforcement ( Single Jalli At 15 C.M. C / C Bothway 10 Mm Dia. ) But Excluding The Cost Of Manhole Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter ( Inside Clear, M.H. Length Should Be Parallel To The Flow ) M.H.Chamber ( P.H.E. ) Small Size, 1.00 To 2.00 Meter Depth, ( Slab At Ground Level ) ( For Pipe Dia <=230 Mm ) 2.00 To 3.00 Meter Depth, ( Slab At Below 0.60 Mt. From G.L. ) ( For Pipe Dia <=300 Mm ) Making Connection To The Ex.M.H.In Running Sewer Incl. Dewatering And Other Required Machinery Etc. Of Following Dia Pipes At Any Convenient Time. All Damaged Work Shall Be Well Repaired As Per Instructions. Etc..Complete. A. 150 Mm To 300 Mm Dia. Repairing Damaged M.H. And Rasing M.H. Up To Road Level Incl. Removing Damaged Brick Work And Repairing By Brick Masonry In C.M. 1:5 And Plaster In C.M. 1:3 And Fixing C.I. Steps And Existing Mh Sheet Cover, Removing The Debris From Mh And Carting The Same As Directed. ( B ) Up To 0.35Mt. ( @ Four Coarse ) Providing Kachha Of Pakka Dummy In The Following Dia Pipes And Removing The Same After Completion Of The Connection Work As Directed. ( A ) 100 Mm To 300 Mm Dia. Providing & Supplying Jcb Machine On Rental Basis In Case Of Emergency Situation And Break Down Type Work & Also During Unavoidable Condition As Per Instruction Of Engg.Incharge , Rate Includes All Nece. Shifting, Fuel And Operating Charges And Stacking Of Useful & Non-Useful Materials Separately Up To Store. ( No Payment Should Be Allowed For Non Working Condition Of Machinery And For Pipe Line Excavation And Laying Work ) Constructing Bombay Pattern Type Catch Pit Of Size 0.60 X 0.60 Depth Up To 1 Mt Including Excavation, B.B.C.C. ( 1:5:10 ) , 23 Cms Thick Brick Maso. Wall In The Prop. Of Cm ( 1:6 ) With 40 Mm Thick Ips Flooring In The Prop M15 At Bottom And 15 Mm Thick Cement Plaster Inside The Catch Pit In The Proportion Of Cm ( 1:3 ) With Out Jali Etc. Comp. As Directed. Catchpit Jali Fixing P / F Frc Catch Pit Jali With Frame 600Mm X 600Mm Clear Opening Etc. Comp.. As Directed By Engineer In Charge.
