2. Earthwork Excavation By Manual Means In Hard Soil Involving An Average Horizontal Throw Upto 2 Meters And An Average Lift Upto 0.5 M, Excavated Surface Leveled And Sides Neatly Dressed, The Disposed Earth To Be Leveled Neatly After Breaking Of Clod-Karnataka

2. Earthwork Excavation By Manual Means In Hard Soil Involving An Average Horizontal Throw Upto 2 Meters And An Average Lift Upto 0.5 M, Excavated Surface Leveled And Sides Neatly Dressed, The Disposed Earth To Be Leveled Neatly After Breaking Of Clods Complete As Per Specifications. Morth / Pcc M10 In Foundation Ksrrb M2900-1. Plain Cement Concrete M10 Mix With Crushed Stone Aggregate 40Mm Nominal Size Mechanically Mixed, Placed In Foundation And Compacted By Vibration Including Curing Including Cost Of Materials, Labour, Hom Complete As Per Specifications. Morth Specification No. 408, , Providing T.M.T Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Hooking, Placing In Position, Lapping And / Or Welding Wherever Required, Tying With Binding Wire And Anchoring To The Adjoining Members Wherever Necessary Complete As Per Design ( Laps, Hooks And Wastage Shall Not Be Measured And Paid ) Cost Of Materials, Labour, Hom Of Machinery Complete As Per Specifications. Specification No. Kbs 4.6.3 - Tmt Bars Fe 500, , , - Construction Of Embankment With Material Gravel / Murrum. Ksrrb M300-53. Construction Of Embankment With Approved Material Gravel / Murrum With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Table 300- 2 Complete As Per Specifications. ( Including Cost Of Gravel / Murrum, Watering Charges & Compaction By Vibratory Roller To 95% Of Proctors Density ) Morth Specification No. 305, , .Providing And Constructing Dry Lean Cement Concrete Mix Cc 1:5:10 Base With Opc 25Mm And Down Size Graded Granite Metal Coarse Aggregate At 0.86Cum And Fine Aggregates @0.58Cum Over A Prepared Sub-Base, Coarse And Fine Aggregate Conforming To Is: 383-2016, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mi=> Open

INR 500 /-

INR 45750.0 /-

INR 16.25 Lakhs /-