Tender For Rcsewarline , Laying Of Rcc Sewar Pipe Line At Sugar Mill Karnal , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means Over Areas (Exceeding 30Cm In Depth. 1.5M In Width As Well As 10 Sum On Plan) Including Di, karnal-Haryana

Rcsewarline , Laying Of Rcc Sewar Pipe Line At Sugar Mill Karnal , Earth Work In Excavation By Mechanical Means (Hydraulic Excavator )/ Manual Means Over Areas (Exceeding 30Cm In Depth. 1.5M In Width As Well As 10 Sum On Plan) Including Disposal Of Excavated Earth, Lead Upto 50M And Lift Upto 1.5M, Including Getting Out The Excavated Soil (Disposed Earth To Be Levelled And Neatly Dressed) And Then Returning The Soil As Required In Layers Not Exceeding 20 Cm In Depth Including Consolidating Each Deposited Layer By Ramming, Watering Etc. Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. (In All Kinds Of Soil) Hsr-4.12.1 , Providing And Laying Cement Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size) Alround 100Mm S.W./ Pvc Pipes Including Bed Concrete As Per Design. Hsr-6.1.5 , 350 Mm Dia , 400 Mm Dia , 600 Mm Dia , Providing, Laying And Jointing Glazed Stoneware Pipes Grade A With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 (1 Cement : 1 Finesand) Including Testing Of Joints Etc. Complete: Hsr- , 350 Mm Dia Hsr- 21.95.1 , 400 Mm Dia Hsr- 21.95.2 , 600 Mm Dia Hsr- 17.61.1 , Constructing Brick Masonary Circular Type Manhole 0.91M Internal Dia At Bottom And 0.56M Dia At Top In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand).In Side Cement Plaster 12Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement. Foundation Concrete 1:3:6 Mix (1 Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 40Mm Nominal Size).And Making Necessary Channel In Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) Finished With A Floating Coat Of Neat Cement All Complete As Per Standard Design: 0.91M Deep With S.F.R.C Cover And Frame (Heavy Duty Hd-20 Grade Designation) 560Mm Internal Diameter Conforming To I.S. 12592, Total Weight Of Cover And Frame To Be Not Less Than 182 Kg Fixed In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Including Centering, Shuttering All Complete. (Excavation, Foot Rests And 12Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately) Hsr- 22.191 , With Common Burnt Clay F.P.S (Non Modular) Bricks Of Class Designation 7.5 . Hsr 22.191.1 , Extra For Depth For Circular Type Manhole 0.91M Internal Dia (At Bottom With Beyond 0.91M To 1.67M , With Common Burnt Clay F.P.S (Non Modular) Bricks Of Class Designation 7.5 . Hsr 22.193.1 , Constructing Brick Masonary Circular Type Manhole 1.22M Internal Dia At Bottom And 0.56M Dia At Top In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand).In Side Cement Plaster 12Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With A Floating Coat Of Neat Cement. Foundation Concrete 1:3:6 Mix (1 Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 40Mm Nominal Size).And Making Necessary Channel In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Finished With A Floating Coat Of Neat Cement All Complete As Per Standard Design: 1.68M Deep With S.F.R.C Cover And Frame (Heavy Duty Hd-20 Grade Designation) 560Mm Internal Diameter Conforming To I.S. 12592, Total Weight Of Cover And Frame To Be Not Less Than 182 Kg Fixed In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Including Centering, Shuttering All Complete. (Excavation, Foot Rests And 12Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately) Hsr-22.194.1 , With Common Burnt Clay F.P.S (Non Modular) Bricks Of Class Designation 7.5 . , Extra For Depth For Circular Type Manhole 1.22M Internal Dia (At Bottom Withbeyond 1.68M To 2.29M , With Common Burnt Clay F.P.S (Non Modular) Bricks Of Class Designation 7.5 . Hsr- 22.195.1

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