Annual Rates For Various Civil Works-1 Dismantling The Existing Foundation Concrete Including Sorting Out The Dismantled Stuff And Stacking The Useful Material, Removing The Debries And Making Good The Damages Etc. Complete As And Where Directed. Cement Concrete. 2 Dismantling The Existing Brick Masonry Including Sorting Out And Stacking The Useful Material And Removing The Debries And Making Good The Damages Etc. Complete As Directed. In Cement Mortar. 3 Dismantling The R.C.C. Work And Disposing Off The Stuff Including Stacking Of The Useful Materials Etc. Complete As Directed. ( A ) Light Reinforcement ( Main Bar Up To 16 Mm Dia. ) 3 ( B ) Heavy Reinforcement ( Main Bar Above 16 Mm Dia. ) 4 Dismantling The Existing R.C.C. Pipe Including Sorting Out And Stacking The Use Full Material Of The Following Diameter Including Refilling The Trenches Etc. Complete As Directed. ( A ) 150Mm To 400Mm. 4 ( B ) 450Mm To 600Mm. 4 ( C ) 650Mm To 900Mm. 5 Excavation For Foundation Trenches In All Sorts Of Soil Sand Clay, Hard Clay, Soft Murrum Including Shoring, Strutting And Depositing The Excavated Stuff Refilling The Remaining Excavated Trenches Up To G.L. As And Where Directed Within A Lead Of 50 M. Etc. Complete As Directed. ( By Manually ) ( A ) Uptolift 1.50Mt. 5 ( B ) 1.50Mt To 3.00Mt Depth 6 Earthwork In Embankment Using Selected Soil, Soft And Hard Murrum Excavated From Approved Borrow Area / Village Tank Etc. Including Conveying, Spreading Clods And Dressing To The Designed Canal Section Etc.With Lead Up To 500 Mt.And All Lifts. ( Canals Having Capacity Beyond 1.5 Cumecsand Less Than 8.5 Cumecs ) ( By Machinery ) 6 ( A ) Lead Beyond 0.5 Km To 2.0 Km 7 Compaction Of Earth Work In Embankment Above Key & In Dowel In Uniform Layer At Requisite Moisture Content To Required Dry Density Including Watering, Rolling With Suitable Type Of Roller Etc . Complete 8 Providing And Laying Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand And Coarse Aggregates Including Centering, Shuttering, Batching, Mixing, Transporting, Placing Vibrating, Smooth Finishing Curing Etc. Complete. ( Manually With Conventional Mixer ) Excluding Dewatering. Walls Of Barrels, Breastwall, Staunching Rings, Pedestals Of Bearing, Stoplog Piers, Well Staining, Transitionwall, Etc.Piers, Abutments, Wingwalls, Headwalls, Returnnwall, Etc. ( I ) M 15 Grade .- Msa-20 8 ( Ii ) M 20 Grade. - Msa-20 8 ( Iii ) Foundation 1:3:6 Grade 8 ( Iv ) Top Of Slab Of Bridge With Main And Cross Girder Of Bridge Etc. M- 25 Grede 9 Providing And Placing In Position Reinforcement Bars Including Cutting, Bending, Welding Joints Where Necessary, Hooking, Etc. Complete As Per Drawing For All Lead And Lifts. ( A ) H.Y.S.D. 9 ( B ) Tmt / Crs 10 Providing And Laying Burnt Brick Masonry In Foundation Ordinary Portland Cement Mortar 1:5 Proportion Including Curing Etc Complete For All Leads And Lifts. 11 Providing And Laying Burnt Brick Masonry For Super Structures With Ordinary Cement Mortar 1:5 Proportion Including Providing Scaffolding, Racking Out Joints, Curing Etc. Complete For All Leads And Lifts. 12 Providing 10.50 Cm Thick Brick Masonry Partition Wall In Mortar Of Cement And Sand In 1: 4 Proportion And Cement Plaster 12 Mm.Thick In C.M. 1 :3 On Both Sides Etc. Complete With 10.50 Cm. Thick Brick Partition Wall Should Be Constructed In Reach Proportion For Getting Proper Bond. 13 Providing Cement Plaster In Thickness And Proportion As Under Including Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leads And Lifts ( A ) Cement Pointing ( C.M. 1:3 ) 13 ( B ) 20 Mm Thick ( Propaoration 1:3 ) 13 ( C ) 12 Mm Thick ( Propaoration 1:3 ) 14 Providing & Laying Plain / Reinforced Cement Concrete Lining Of M- 15 ( Msa-20 ) Grade In Bed Side Slopes And Curvature Incl. Batching, Mixing, Transporting, Placing, Vibrating, Smooth Finishing Curing Incl. Dewatering Where Required. ( Manually With Conventional Mixer ) ( A ) 7.5 Cm Thick In Bed – With Water Curing. 14 ( B ) 7.5 Cm Thick In Slope – With Membrane Curing. 14 ( C ) 10 Cm Thick In Bed – With Water Curing. 14 ( D ) 10 Cm Thick In Slope – With Membrane Curing. 15 Trimming Of The Canal Section Manually For Preparing Sub Grade For Laying Cement Concrete ( C.C. ) Lining In All Sorts Of Soil And Murrum Including Watering And Compacting Bed Etc. Complete. 16 Providing And Fixing In Position ( Different Diameter ) Is Np.3Class Reinforced Pipe With Caulking The Joints With Cement Mortar 1:1 Proportion Using Jute String Soaked In Cement Slurry, Finishing Joints And Laying Pipes To The Design Grade And Level Curing Etc. Complete For All Leads And Lifts. ( 1 ) Np2 Class 225 Mm Dia Pipe 16 ( 2 ) Np3 Class 300 Mm Dia Pipe 16 ( 3 ) Np3 Class 450 Mm Dia Pipe 16 ( 4 ) Np3 Class 600 Mm Dia Pipe 16 ( 5 ) Np3 Class 900 Mm Dia Pipe 16 ( 6 ) Np3 Class 1200 Mm Dia Pipe 17 Item-17 :-Cleaning The Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly In Spoil Bank For Utilizing The Same Preparing The Banks Afterr Breaking Clods As And Where Directed For All Leads And Lifts. ( A ) For Canals Below 0.56 Cumecs. ( 20 Cusecs ) 0 To 1.5 M Lift. 17 ( B ) For Canals Below 0.5 Cumecs. ( 20 Cusecs ) . For Every Additional Lift Of 1.5 M Or Part There Of. 17 ( C ) For Canals Between 0.56 To 7.07 Cumecs. ( 21 To 250 Cusecs ) . 0 To 1.5 M Lift. 17 ( D ) For Canals Between 0.56 To 7.07 Cumecs. ( 21 To 250 Cusecs ) . For Every Additional Lift Of 1.5 M Or Part There Of. 18 Cleaning The Shrubs, Like Akadas, Weeds And Other Vegetables Including Depositing The Same Out Side And Burning Etc. Complete From Canal Beds And Both Slopes Of The Banks. ( A ) For Canals Below 0.56 Cumecs ( 20 Cusecs ) 18 ( B ) For Canals Between 0.56 To 7.07 Cumecs ( 21 To 250 Cusecs ) 19 Clearing The Grass From The Canal / Drain Bed And Slope During Irrigation Season. 20 Collecting, Carting And Stacking 40 Mm To 63 Mm Size Black Trap Metal ( On Road Side ) Including Filling The Standard Size Of Boxes As Directed. 21 Cement Bags ( Empty ) 22 Providing And Laying Empty Cement Bags With Good Selected Earth Including Stitching And Laying As And Where Required. ( Polywovan Bag Of 50 Kg. Capacity ) . 23 ( A ) Fine Sand 23 ( B ) Coarse Sand 24 Bricks Conventional Size. 25 Spreading The Stone Aggregate For Rolling And W.B.M. Including Filling The Interstices To Required Camber And Gradient ( Excluding Spreading Of Blindage ) ( Ii ) 40Mm To 63 Mm Size Aggregates ( H.B. ) 26 Providng 230 Mm Thick Pucca Rubble Pitching In C.M. 1:5 Proportion Over 10 Mm Bedding Of Same Mortar With Surface Pointed With C.M. 1:3 Proportion Etc. Complete For All Leads And Lifts. 27 Providng And Laying Dry Rubble Pitching Of 300 Mm Thickness To Required Grade Including Trimming Of Earth Work, Hand Packing The Interstices With Spauls In Interstices Paneling Complete For All Leads And Lifts. 28 Providing Rubble At Site. 29 Providng Hard Murrum On Canal Service Road Including Spreading The Same And Dressing The Top Surface In Required Grade And Camber Etc. Complete. 30 Supply Of Quarry Spaull At Site Of Work Including Filling Standard Measuring Boxes With All Tools And Equipment’S Etc. Complete. 31 Transportation Charges For Different Materials From Source To Actual Site Of Work. For Material ( 1 ) Earth / Murrum / Quarry Spaull 3.0 To To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 2 ) Sand / Stone Aggregate Below 40 Mm Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 3 ) Metal / Crushed Aggregate 40 Mm Nominal Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 4 ) Brick Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 5 ) Rubble Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 6 ) Steel Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 1 ) Np2 Class 225 Mm Dia Pipe Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 2 ) Np3 Class 300 Mm Dia Pipe Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 3 ) Np3 Class 450 Mm Dia Pipe Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 4 ) Np3 Class 600 Mm Dia Pipe Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 5 ) Np3 Class 900 Mm Dia Pipe Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 31 ( 6 ) Np3 Class 1200 Mm Dia Pipe Up To 5.0 Km 31 6.00 To 10.00 Km 31 11.00 To 15.00 Km 31 16.00 To 25.00 Km 31 26.00 To 50.00 Km 31 51.00 To 100 Km 32 Spreading Blindage Or Road Crust Filling The Gaps In Metal And Leveling To Camber And Gradients As Directed. 33 Rolling And Consolidation Using Vibratory Road Roller 8 -10 Tonne ( Including Watering ) ( A ) Earth Work ( Layer Not Exceeding 200 Mm Thickness ) 34 Surveying Including Chaining, Ranging And Levelling Including Jungle Cutting Etc. Complete. ( A ) Basin Survey ( 0.45 Sq. Kmt. / Day ) 34 ( B ) Dam Vicinity Survey ( 0.12 Sq. Kmt. / Day ) 34 ( C ) Dam Alignment Survey ( 3 Kmt. / Day ) 35 Taking Fly Levels For Connecting And Changing Of B.M. ( Single Levelling ) 36 Taking Fly Levels For Connecting And Changing Of B.M. ( Double Levelling ) 37 Providing And Fixing B.M. And C.L. Stone Of 20 Cm X 20 Cm X 75 Cm In C.C. 1:3:6 At Site Of Work Including Necessary Excavation Etc. 38 Clearing The Silt / Debries From The Pipe Culvert / Syphon / Syphon Well. Under Ground Pipe Drain / Box Drain For Drain / Canal By Digging The Same Including Depositing The Excavated Earth / Debries Etc. For All Leads And Lift. ( A ) For Pipe Culvert / Syphon. ( I ) Upto 900 Mm Dia. Pipe. 38 ( B ) For Pipe Culvert / Syphon. ( Ii ) Above 900 Mm Dia. Pipe. 38 ( C ) For Syphon Well / Chamber. ( I ) Upto 900 Mm Dia. Pipe. 38 ( D ) For Syphon Well / Chamber. ( Ii ) Above 900 Mm Dia.Pipe. 38 ( E ) For Under Ground Pipe Drain / Box Drain. ( I ) Upto 900 Mm Dia. Pipe. 38 ( F ) For Under Ground Pipe Drain / Box Drain. ( Ii ) Above 900 Mm Dia.Pipe. 39 Excavation Of Canal In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Upto 500 M And With All Lifts. ( By Machinery ) Canal Having Capacity Beyond 1.50 Cumecs And Less Than 8.50 Cumecs ( A ) Excluding Dewatering. 39 ( B ) Including Dewatering. 40 Excavation Of Canal In All Sorts Of Soil Including Soft And Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Etc Complete In Varying Lead Upto 500 M And With All Lifts. ( By Machinery ) Canal Having Capacity Beyond 8.50 Cumecs ( A ) Excluding Dewatering. 40 ( B ) Including Dewatering. 41 Providing & Laying And Joininig In Standerd Length Is Mark Rigid Unplastic Sed Pvc Pipe Suitable For Snigation Eater With Self Fit Joints Including Joining Of Materials ( Cement Solvent ) Of Following Class Abdduaas Oer Is Specification No. 4985 / 1988 Etc. Coup 225 Mm Dia ( Pvc 4.00 Kg / Cmxcm ) 42 Excavation For Foundation Trenches In All Sorts Of Soil Sand Clay, Hard Clay, Soft Murrum Including Shoring, Strutting And Depositing The Excavated Stuff Refilling The Remaining Excavated Trenches Upto G.L. As And Where Directed Within A Lead Of 50 M. Etc. Complete As Directed. ( By Manually ) ( A ) Excluding Dewatering 42 ( B ) Including Dewatering 43 Rate For Check Dam Jcb- 4Cx 44 Excavation For Foundation In All Sorts Of Soil Including Sandy And Gravelly Soils, Soft Murrum, Hard Murrum Including Depositing The Excavated Stuff As And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For Lead Upto 50 M. And Lift As Under. ( By Manual ) ( A ) Lift Up To 1.5 Met. 44 ( B ) Lift 1.5 M To 3.0 M 44 ( C ) Lift 3.0 M To 4.5 M 45 Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuff As And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For Lead Upto 50 M And Lift As Under. ( By Manual ) ( A ) Lift Upto 1.5 M 45 ( B ) Lift 1.5 M To 3.0 M 45 ( C ) Lift 3.0 M To 4.5 M 46 Excavation For Foundation In Hard Rock Upto 3 M. Including Blasting And Chiselling If Necessary, Sorting Out And Stacking Separately The Useable Rubble, Including Depositing The Excavated Stuff As And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For Lead Upto 50 M. And All Lift. ( By Machinery ) 47 Excavation For Foundation In All Sorts Of Soil Including Sandy And Gravelly Soils, Soft Murrum, Hard Murrum Including Depositing The Excavated Stuff As And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For Lead Upto 50 M. And With All Lifts. ( By Machinery ) 48 Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuff As And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For Lead Upto 50 M And All Lifts. ( By Machinery ) 49 Providing & Laying Concrete Of Cement, Sand And Metal In M-10 ( Equivalent To Cement Concrete Of 1:3:6 Grade Including Tamping, Watering And Curing, Smooth Finishing Where Required Etc. Complete For Lead 50 Mt. And Lift 2.50 Mt. 50 Dewatering The Foundation Trenches During Excavation, Laying Foundation Concrete, Masonary Etc. Till Completion And Diversion Of Surface And Sub Surface Water Etc. Complete As Directed. 51 Dismantling The Existing Foundation Concrete Including Sorting Out The Dismentalled Stuff And Stacking The Useful Material, Removing The Debries And Making Good The Damages Etc. Complete As And Where Directed. Cement Concrete 52 Providing And Laying M-15 Grade Plain / Reinforced Ordinary Portland Cement Concrete Of Various Grade With Cement, Sand And Coarse Aggregate Including Centering, Shuttering, Batching, Mixing Transporting, Placing, Vibrating Curing Etc. Complete. M- 15 ( Msa-40 ) ( A ) With Water Curing 52 ( B ) With Membrane Curing 53 Providing And Placing In Position Reinforce Bars, Including Cutting, Bending, Welding Joints Where Necessary Hooking Etc. Complete As Per Drawing For All Lead And Lift. ( B ) Tmt / Crs 54 Providing And Fixing 1.2 M Long M. S. Anchor Bars Of 16 Mm Dia For Anchoring By Drilling 35 Mm Dia Hole In Foundation Strata Including Necessary Cutting, Bending, Hoisting Bars And Grouting The Holes With Cement Slurry Etc. Complete ( 0.60 M To Be Embedded In Rock And 0.60 M Above The Ground / Concrete Structure ) . 55 Porviding & Applying Epoxy Mortar Of Thicknees 6Mm To 20 Mm In Prop. 1:7 By Weight Of Epoxy & Quartz Sand ( Epoxy Consist Of 1 Part Of Araldite And 0.5 Part Of Hardner ) At Temp 30 Deg. Centigrate Or Below. On The Epoxy Coated Surface Of Spillway Bucket., O 56 Strengthening With Jacketing Inside Well Of Syphon With 10 Cm Thick Rcc Of M.15 Grade With Necessary Curved Form Work With Lateral And Verticals Supports With Watering Curing Etc. Complete As Directed. 57 Providing 40 Mm Thick Guniting With Cement Mortar 1:3 Proportion In U / S Face Of Masonary Dam With Suitable Admixture As Directed Incl. Racking Out Jonts 40Mm Deep Providing And Fixing I.R.C. 10 Gauge Fabrics 15 X 15 Cm. Welded Mesh Incl. Finishing, Curing 58 Providing Cement Plaster In Thickness And Proportion As Under Including, Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leads And Lifts.Cement Mortar 1:3 Proportion. ( A 20 Mm Thick. 59 Rate For Deepening Of Tank Deepening Of Village Tank In All Sorts Of Soil Including Soft & Hard Murrumm Including Depositing The Excavatde Stuff In Uniform Layers Including Breaking Clods In Tanks Banks Of As And Where Directed Etc. Complete With In Lead Of 1.0 Kmt And With All Lift. ( By Machinary ) 60 Depositing The Excavatde Stuff Tractors Trolly / Dumpers / Carriages Etc. Of The Farmers At The Site For 50 Met Lead & All Lifts ( By Machinary ) 61 Painting Charges For Metal Primer Red Oxide By Brushing Incl. Cost Of Material And Cleaning Of Gate Parts Etc. As Per Specification Scaffolding. 62 Painting Two Coats ( Excluding Primer Coat ) On New Steel And Other Metal Surface With Synthetic Enamel Paint. Brushing To Give An Even Shade Including Cleaning The Surface Of All Dirt, Dust And Other Foreign Matter 63 Painting Two Coats Of Aluminum Paint One Intermediate Coat Of 20Micron Thickness And One Finishing Coat Of 20 Micron Thickness On Steel Surface To Give An Even Shade Including Cleaning The Surface Of All Dirt, Dust , Corrosion And Other Foreign Matter Without Damaging Existing Paint Etc ( For Reviver Coat Paint ) 64 Painting Two Coats Of Coal Black Epoxy Paint One Intermediate Coat Of 150 Micron Thickness And One Finishing Coat Of 150Micron Thickness On Steel Surface To Give Even Shade Including Cleaning The Surface Of All Dirt Dust Corrosion And Other Foreign Matter Without Damaging Existing Paint And With Cost Of All Materials Labor Tools Consumables Scaffolding Safety Measures Ertc. Complete For Gates And Embedded Parts Platform, Girder And Or As Directed By Engineer In Charge ( For Reviver Coat Paint ) .
