Widening Of Link Road From Gonpa Culvert To Pholong Bagh Liker , Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. Ordinary Rock 60% , Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Chargehard Rock (Blasting Prohibited) , 7.3 Dry Random Rubble Masonry With Hard Stone In Foundation And Plinth: Without Bond Stone , Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed:1 M From Cutting Edge , Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With: 7.1.1 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) , Providing And Laying Ms Pipe 1 Dia And 20 Length For Cross Drainage Of Road Including Loading Carriage And Unloading At Site And Including Cost Of Pipe And Refilling Of Earth All Complete Job: , 15Mm Cement Plasteron The Rough Side Of Single Or Half Brick Wall Of Mix: 13.2.11 : 4 ( 1 Cement : 4 Fine Sand) , Construction Of Granular Sub-Base By Providing Close Graded Material Conforming To Specifications, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material By Tippers To Work Site, For All Leads & Lifts, Spreading In Uniform Layers Of Specified Thickness With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-In-Charge. 17.95.1 With Material Conforming To Grade-L (Size Range 75 Mm To 0.075 Mm) Having Cbr Value-30 1500X4.3X0.15 = 967.5 Cum , Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53 Mm To 0.075 Mm ) To Wet Mix Macadam (Wmm) Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Carriage Of Mixed Material By Tipper To Site, For All Leads & Lifts, Laying In Uniform Layers With Mechanical Paver Finisher In Sub- Base I Base Course On Well Prepared Surface And Compacting With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density, Complete As Per Specifications And Directions Of Engineer-Incharge. , Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade 80/100 Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications. On W.B.M.@ 0.75 Kg/Sqm. , 2.5 Cm Premix Carpet Surfacing With 2.25Cu.M. And 1.12 Cu.M Of Stone Chippings Of 13.2 Mm And 11.2 Size Respectively Per 100 Sq.M. And 52Kg. And 56 Kg. Of Hot Bitumen Per Cu.M. Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Including A Tack Coat With Hot Straight Run Bitumen Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete (Tack Coat To Be Paid For Separately). With Paving Asphalt 80/100 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt. , Providing And Laying Seal Coat Of Premixed Fine Aggregate (Passing 2.36 Mm And Retained On 180 Micron Sieve) With Bitumen Using 128 Kg Of Bitumen Of Grade 80/100 Bitumen . Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface Including Rolling And Finishing With Road All Complete. , Excavating, Supplying And Filling Of Local Earth (Including Royalty)By Mechanical Transport Upto A Lead Of 5 Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , Carriage Of Cement By Mt Avg Lead 55 Km , Carriage Of Aggregate By Mt Avg Lead 10 Km
