Annual Rate For Various Works For Canals, Check Dams, Tanks, Etc-1 Dismentalling The Existing Stone Masonary Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( B ) In Cement Mortar. 2 Dismentalling The Existing Brick Masonary Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( B ) In Cement Mortar. 3 Dismentalling The Existing Foundation Concrete Including Disposing The Dismentalled Stuff Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( B ) In Cement Concrete. 4 Dismentalling The R.C.C. Work & Disposing Off The Stuff Including Stacking Of The Useful Materials Etc. Complete As Directed. ( A ) Light Reinforcement. ( Main Bar Up To 16 Mm Dia. ) 5 Dismentalling The Existig R.C.C Pipes Of The Following Diameter Including Sorting Out And Stacking Of The Useful Materials Including Refilling The Trenches Etc. Complete As Directed. ( Np2 Pipes ) 5.1 ( A ) 225 Mm To 400 Mm Dia. 5.2 ( B ) 450 Mm To 600 Mm Dia. 5.3 ( C ) 650 Mm To 900 Mm Dia. 5.4 ( D ) 1000 Mm To 1200 Mm Dia. 5.5 ( E ) Above 1200 Mm Dia. 6 Scrapping Out The Old Plaster & Cleaning The Surface Including Scaffolding, Racking Out The Joints 20 Mm Deep Etc. Complete. 7 Removing Of Exiting Disturbed C.C Block Lining Including Opening Of Joints, Stacking The Same And Disposing Of Stuff As Directed Etc. Complete With All Leads And Lifts. 8 Removing Of Exiting Disturbed R.C.C Trough Lining Including Opening Of Joints, Stacking The Same And Disposing Of Stuff As Directed Etc. Complete With All Leads And Lifts. 9 Clearing The Canal Land Width Including Removing The Shrub, Bushes, Cactus, Weeds Other Vegetation Including Cutting Down Trees Upto 0.50 Cm Girth And Depositing The Removed Materials Outside The Canal Land Width Up To Lead Of 50 Meter As Directed Etc. Complete. ( Without Water Pool ) 10 Excavation Of Canal / Drains In All Sorts Of Soils ( Including Wet And Slushy Condition Of Soil ) Including Yellow, Sandy And Gravelly Soils & Soft Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or As And Where Directed Including Dressing The Canal Section Upto Lead Of 50 Meter And Lift Shown Below Including Clearing The Site Etc. Complete. ( Manual Operation Without Dewatering ) ( A ) Up To 1.50 Mt. 10.1 ( B ) 1.50 To 3.00 Mt. 10.2 ( C. ) 3.00 To 4.50 Mt. 11 Excavation Of Canal / Drains In Hard Murrum Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or In Spoil Banks Or As And Where Directed Including Dressing The Canal Section Upto Lead Of 50 Meter And Lift Shown Below Including Clearing The Site Etc. Complete. ( Manual Operation Without Dewatering ) ( A ) Up To 1.50 Mt. 11.1 ( B ) 1.50 To 3.00 Mt. 11.2 ( C. ) 3.00 To 4.50 Mt. 12 Earthwork In Embankment From Canal Borrow Pits In All Sorts Of Soil And Soft Murrum Including Breaking Clods, Dressing To The Design Section With Lead Up To 50 Meter And Height Of Embankment Above Ground Level As Under. ( Manual Without Dewatering ) ( A ) Up To 3 Meter. 12.1 ( B ) 3.0 Mt. To 6.0 Mt. 13 Extra Lead Charges For Earth Work In Embankment From Borrow Pits Canal Cutting In All Sorts Of Soils And Soft Murrum For Lifts As Specified And Leads As Under. ( Manual Without Dewatering ) Lead Beyond 50M & Upto 100M Lead Beyond 100 M & Upto 250 M 14 Earthwork In Embankment Using Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc Including Breaking Clods Dressing To The Design Section With Lead Up To 500 Meter. And All Lifts. ( By Jcb - 4Cx Machinary ) 15 Earthwork In Embankment Using Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc.Including Breaking Clods, Dressing To The Design Section With Lead Up To 1.0 Kilometer And All Lifts. ( By Poclane Machinary ) 16 Compaction Of Selected Soil / Hard Murrum / Soft Murrum In Even Thickness Of 15 To 20 Cms Including Watering Temping With Suitable Hand Rammer Etc Complete As Directed. 17 De-Silting Of Canal With Lead Upto 50 Meter And Lift Upto 1.50 Including Dewatering If Any Required For Following Depth Etc. Complete As Directed. ( B ) Slushy & Muddy Condition Of Canal. ( A ) For Canals Above ( 500 Cusecs ) 14.17 Cumecs. 17.1 ( B ) For Canals Between ( 250 To 500 Cusecs ) 7.0 To 14.17 Cumecs. 17.2 ( C. ) For Canals Between ( 20 To 250 Cusecs ) 0.56 To 7.0 Cumecs. 17.3 ( D ) For Canals Below ( 20 Cusecs ) 0.56 Cumecs. 17.4 ( E ) For Every Additional Lead Of Every 50 Mt. Or Part There Of. ( For Canals ) 17.5 ( F ) For Every Additional Lift Of Every 1.50 Mt. Or Part There Of. ( For Canals ) 18 Removing And Destroying The Thick Gha Bajariya From The Canal Bed Under Water Pool Including Cutting, Carting It Away As Directed And Burning The Same Etc. Complete For All Lead And Lifts. For Canals. ( A ) For Canals Having 500 Cusecs Capacity And Above. 18.1 ( B ) For Canals Having Capacity 500 Cusecs To 250 Cusecs. 18.2 ( C ) For Canals Below 250 Cusecs Capacity. 19 Desilting Of Various Structures Of Canals And Distribution System Including Depositing The Same As Directed With All Leads And Lifts. 20 Dewatering The Trenches And Releasing Water 100M Away From The Toe Line With Diesel Or Electrical Pump Of Suitable Capacity From Any Depth Including Cost Of Installation Of Pump, Necessary Pipelines And Its Maintenance. 21 Excavation Of Canal In All Sorts Of Soils ( Including Wet And Slushy Condition Of Soil ) Including Depositing The Excavated Stuff In Uniform Layers In Canal Banks Or In Spoil Banks Or As And Where Directed Including Dressing The Canal Section Upto Lead Of 50 Meter And All Lift Including Clearing The Site Etc. Complete. ( By Machinery For Canal Maintanance ) ( Up To 1.5 Cumecs Capacity Of Canal ) 22 Excavation For Foundation In All Sorts Of Soil Including Sandy And Gravelly Soil, Soft Murrum Including Depositing The Excavated Stuff And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For Lead Up To 50 Mt.And Lift As Under. ( Manually Without Dewatering ) ( A ) Lift Upto 1.50 Meter. 22.1 ( B ) 1.50 Meter To 3.00 Meter. 23 Filling In Foundation With Concrete Of Cement, Sand And Metal ( Up 5 Cm Size ) In Following Proportion Including Centering, Shuttering, Temping Smooth Finishing, Curing Etc. Complete As Directed For All Leads And Lifts.For Canal On / Off Condition & Difficulty In Transportation. ( Ii ) 1:4:8 ( Iii ) 1:3:6 24 Providing And Laying Plain / Reinforced Cement Concrete Of Cement, Sand And Metal ( 20 Mm To 25 Mm Size ) In Following Proportion Laid In Situ Including Centering, Shuttering, Temping, Smooth Finishing, Curing Etc. Complete As Directed For All Leads And Lifts. For Canal On / Off Condition & Difficulty In Transportation. ( Iii ) 1:3:6 ( Iv ) 1:2:4 25 Providing And Laying Plain / Reinforced Cement Concrete Of Cement, Sand And Metal ( Above 12Mm & Upto 20 Mm Size ) In Following Proportion Laid In Situ Including Centering, Shuttering, Temping, Smooth Finishing, Curing Etc. Complete As Directed For All Leads And Lifts. ( Iii ) 1:3:6 For Canal On / Off Condition & Difficulty In Transportation. 25.1 ( Iv ) 1:2:4 26 Providing And Laying Uncoarsed Rubble Masonary In Ordinary Portland Cement Mortar 1:5 Proportion In Foundation Including Curing Etc. Complete For All Lead And Lifts. For Canal On / Off Condition & Difficulty In Transportation. 27 Providing And Laying Uncoarsed Rubble Masonary In Ordinary Portland Cement Mortar 1:5 Proportion In Super Structure Including Scaffolding, Racking Out Joints, Curing Etc. Complete For All Lead And Lifts. 28 Providing And Laying Burnt Brick ( Conventional Size ) Masonary For Foundation In Ordinary Portland Cement Mortar 1:6 Proportion Including Racking Out Joints Upto 15 Mm. Depth Curing Etc. Complete For All Lead And Lifts. 29 Providing And Laying Burnt Brick ( Conventional Size ) Masonary For Super Structure In Ordinary Portland Cement Mortar 1:5 Proportion Including Racking Out Joints Upto 15 Mm. Depth Curing Etc. Complete For All Lead And Lifts. 30 Providing And Placing In Position ( Different Diameter ) Np2 R.C.C Pipe With Collar Including Filling And Chaulking The Joints With Cement Mortar 1:1 Proportion, Finishing, Curing Etc. Complete For All Lead And Lifts. ( A ) Np2 Class 225 Mm Dia. Pipe. 30.1 ( B ) Np2 Class 300 Mm Dia. Pipe. 30.2 ( C ) Np2 Class 450 Mm Dia. Pipe. 30.3 ( D ) Np2 Class 600 Mm Dia. Pipe. 30.4 ( G ) Np2 Class 900 Mm Dia. Pipe. 30.5 ( I ) Np2 Class 1100 Mm Dia. Pipe. 30.6 ( J ) Np2 Class 1200 Mm Dia. Pipe. 31 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. ( B ) Tmt 32 Providing Cement Plaster In Various Thickness And Proportion Including Smooth Finishing, Curing, Scaffolding Etc. Complete For All Leads And Lifts As Under. For Canal On / Off Condition & Difficulty In Transportation. ( A ) Cement Mortar 1:3 Proportion. ( I ) 20 Mm Thick. 32.1 ( Ii ) 12 Mm Thick. 33 Providing And Laying 300 Mm Thick Pucca Rubble Pitching In Cement Mortar 1:5 Proportion With The Surface Pointed With Cement Mortar Of 1:3 Proportion Including Curing Etc. Complete For All Leads & Lifts. For Canal On / Off Condition & Difficulty In Transportation. 34 Providing And Laying Yellow Soil Earth In Canal Section Before Laying C.C Block For Lead Up To 5.00 K.M And All Lifts. 35 Removing Cleaning And Refixing Of R.C.C Pipes Of Canal Structure And U.G.P.L. Including Fixing Collars For Pipe Joints In Cement And Sand Including Filling And Chaulking Joints With Cement Mortar Of 1:1 Proportion Curing Etc. Complete For All Lead And Lift. ( A ) For 150 Mm To 200 Mm Dia. Pipes. 35.1 ( B ) For 225 Mm To 250 Mm Dia. Pipes. 35.2 ( C ) For 300 Mm Dia. Pipes. 35.3 ( D ) For 400 Mm To 450 Mm Dia. Pipes. 36 Trimming Of The Canal Section Manually For Preparing Sub Grade For Laying Cement Concrete. For Canal On / Off Condition & Difficulty In Transportation. 37 Providing And Laying Plain / Reinforced Cement Concrete Lining Of 1:2:4 Proportion ( Conventional Mix ) In Bed, Side Slope And Curveture Including Mixing Transporting, Placing, Smooth Finishing, Curing Including Dewatering Where Required Manually With Conventional Mix ) ( A ) 7.50 Cm In Bed And Slope ( With Water Curing ) ( B ) 10.0 Cm. In Bed And Slope ( With Water Curing ) For Canal On / Off Condition & Difficulty In Transportation. ( C ) 7.5 Cm In Bed And Slope ( With Water Curing ) ( D ) 10 Cm In Bed And Side Slope ( With Water Curing ) 38 Providing 40Mm Thick Guniting With Cement Mortar 1:3 Proportion Upstream Face Of Masonery Dam With Suitable Admixture As Directed Including Racking Out Joints 40 Mm Deep Providing And Fixing I.R. 10 Gauge Fabric 15Cm X 15Cm Welded Mesh Including Finishing Curing With All Lifts And Etc. 39 Providing & Laying Empty Cement Bags Filled With Good Selected Earth Including Stiching & Laying As And Where Required. 40 Hire Charges For Providing Operating Maintaining Jcb 4Cx. 41 Hire Charges For Providing Operating Maintaining Tractor With Hydraulic Trailer. 42 Hire Charges For Providing Hydraulic Excavator Ex. 200 Lc
