Unit Rate ( Rate Contract ) For The Items Of Works For Various Works In Navsari District.-1 Excavation Of Canal / Draind In All Sorts Of Soils ( Dry 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 Up To Lead Of 50 Meter And All Lift Including Clearing The Site Etc.Complete ( By Machinery For Canal / Drain Maintainance ) ( Up To 1.5 Cumecs Capacity Of Canal / Drain ) 2 Earthwork In Embankment Using Selected Soil, Soft & Hard Murrum Excavated From Approved Borrow Area / Village Tanks Etc. Including Breaking Clods, Dressing To The Design Section With Lead Upto 500 Meter And All Lifts. ( By Jcb-4Cx Machinary ) 3 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 1.00 Kilometer And All Lifts. ( By Poclane Machinary ) ૩A 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 15.00 Kilometer And All Lifts. ( By Poclane Machinary ) 4A 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 15.00 Kilometer And All Lifts. ( By Poclane Machinary ) 4B ( B ) Np2 300 Mm Dia. Pipes 4C ( C ) Np2 600 Mm Dia. Pipes 4D ( D ) Np2 900 Mm Dia. Pipes 4E ( E ) Np2 1200 Mm Dia. Pipes 5A Providing And Fixing In Position ( Different Diameter ) Np3 R.C.C. Pipes With Collar Including Filling And Caulking The Joints With Cement Mortar 1 : 1 Proportion Finishing , Curing Etc. Completed For All Lead & Lifts ( A ) Np3 300 Mm Dia. Pipes 5B ( B ) Np3 600 Mm Dia. Pipes 5C ( C ) Np3 900 Mm Dia. Pipes 5D ( D ) Np3 1200 Mm Dia. Pipes 6 Providing And Filling The Asphalt Of The Approved Make And Sand In The Expansion And Contraction Joints In The C.C. Lining Including Clearing The Joints With Air Water Jet. 7 Charges For Drilling Hole In Foundation In Hard Strata 25Mm Diameter For Following Depth As Under As Directed Including Inserting Anchor Bar Filling With Cement Mortar 1:1 Etc. Complete. ( A ) Depth 0.60Meter 8 Providing And Fixing In Position 100 Mm Dia Pvc Pipe Weep Holes In Abutment Wing Wall And Laying Training Etc.Complete 9 Providing And Fixing Marble Data Plate 2Cm Thickness Including Engraving And Filling Paint For Letters As Directed. 10 Stripping The Canal Construction Width And Borrow Area In All Sorts Of Soil, Soft Murrum And Hard Murrum Including Depositing The Stripped Materials As And Where Directed Within A Lead Upto 200 Meter. 11 Quarrying, Transporting And Laying Inclined Or Horizontal Sand Filter For Earthen Dam In Layers Of Specified Thickness As Directed Including Watering, Rolling Etc. Complete With All Leads And Lifts. 12 Quarrying, Transporting And Laying Rock Fill For Rock Toe And The Drain In Layers As Directed Including Necessary Hand Packing Of Stones Adjusting Sides To Correct Slopes Etc. Complete For All Lifts And Lift. 13 Providing And Fixing In Position Sign Board Of Standard Size 0.45Meter X 0.30Meter With M. S. Angle 40Mm X 40Mm X 6Mm With 3Mm Thick Iron Plate Fixed In 1:5:10 Proportion Concrete Block Size 40Cm X 40Cm X 75Cm Including Radium Paint On Both Side Etc. Complete. 14 Providing & Fixing In Position Sign Board Of Standard Size Of 1.20Mx0.90M With M.S. Angle 40Mmx40mmx6mm With 3Mm Thick Iron Plate Including Fixing In 1:5:10 Prop. Concrete Block Size 40Cmx40cmx75cm Including Painting Existing Data On The Board Etc. Complete As Directed. 15 Trimming Of The Canal Section Manually For Preparing Sub Grade For Laying Cement Concrete 16A Providing And Laying Plain / Reinforced Cement Concrete Lining Of 1:2:4 Proportion In Bed, Side Slopes And Curvature Including Batching, Mixing, Transporting, Placing, Smooth Finishing, Curing Including Dewatering Where Required. ( Manually With Conventional Mixer ) ( A ) 7.5 Cm In Bed & Slope ( With Water Curing ) 16B ( B ) 10.0 Cm In Bed & Slope ( With Water Curing ) 17A Providing And Laying Plain / Reinforced Cement Concrete Lining Of 1:3:6 Proportion In Bed, Side Slopes And Curvature Including Batching, Mixing, Transporting, Placing, Smooth Finishing, Curing Including Dewatering Where Required. ( Manually With Conventional Mixer ) ( A ) 7.5 Cm In Bed & Slope ( With Water Curing ) 17B ( B ) 10.0 Cm In Bed & Slope ( With Water Curing ) 18 Providing & Laying Empty Cement Bags Filled With Good Selected Earth Including Stiching & Laying As And Where Required. 19 Compaction Of Selected Soil / Hard Murrum / Soft Murrum In Even Thickness Of 15 To 20 Cms Including Watering Rolling Of Suitable Capacity Etc. Complete As Directed. 20 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. 21 Providing Dummy Bunds Of 1 Meter X 0.5 Meter With 2:1 Slope Along The Canal In All Sorts And Murrum For Proper Drainage As Directed With All Leads And Lift Etc. Complete. 22 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 ) 23A Excavation For Foundation In All Sorts Of Soil Including Sandy And Gravelly Soil, Soft And Hard Murrum Etc. Dry Condition Including Depositing The Excavated Stuff In Uniform Layer In Banks Or As Directed Etc. Complete For Lead Up To 1.0Km. And Lift. ( By Machinery ) ( A ) Above Water Table 23B ( B ) Below Water Table 24A Excavation For Foundation In Soft Rock Including Depositing The Excavated Stuff In Uniform Layer In Banks Or As Directed Etc. Complete For Lead Up To 1.0Km. And Lift. ( By Machinery ) ( A ) Above Water Table 24B ( B ) Below Water Table 25A Excavation For Foundation In Hard Rock Including Blasting And Chiseling If Nessary Sorting Out And Staking Seperataly The Usable Rubble, Depositing The Excavated Stuff As And Where Directed Including Back Filling The Trenches With Suitable Excavated Stuff Etc. Complete For All Lead And Lift. ( By Machinery ) ( A ) Above Water Table 25B ( B ) Below Water Table 26A Providing Laying & Jointing In Standard Length Isi Mark Unplasticised Pvc Pipes Suitable For Irrigation Water With Self Fit Joint Including Jointing Material ( Cement Solvent ) Of Following Class And Diameter As Per Is Specification No. 4985 / 1988 Etc.Complete. ( A ) Pvc 4.00 Kg / Cm2 Pipe 90 Mm Dia. 26B ( A ) Pvc 4.00 Kg / Cm2 Pipe 110 Mm Dia. 26C ( A ) Pvc 4.00 Kg / Cm2 Pipe 200 Mm Dia. 26D ( A ) Pvc 4.00 Kg / Cm2 Pipe 225 Mm Dia. 27A Providing , Laying And Jointing Pvc Pipe, Tee, Couplers, Fta, Reducer, End Cap, Elbow Etc. Complete. ( A ) Pvc Equal Tee ( Moulded ) 90X90 27B ( A ) Pvc Equal Tee ( Moulded ) 110X110 27C ( A ) Pvc Equal Tee ( Moulded ) 160X160 27D ( A ) Pvc Equal Tee ( Moulded ) 200X200 28A ( B ) Pvc Bend ( Moulded ) 90 28B ( B ) Pvc Bend ( Moulded ) 110 28C ( B ) Pvc Bend ( Moulded ) 160 29 ( C ) Pvc Bend ( Fabricated ) 200 30A ( D ) Pvc Reducer ( Moulded ) 90 X 110 30B 160 X 110 30C 160 X 200 31A ( E ) Pvc Reducer ( Fabrcated ) 200 X 110 31B 200 X 160 32A ( F ) Pvc End Cap 110 32B 160 32C 200 33A ( G ) Pvc Tail Piece 110 33B 160 33C 200 34 Providing And Laying Cement Concrete Of 1:2:4 Proportion Of Cement, Sand And Coarse Aggregate For R.C.C. Jacketing To Canal Structures Including Form Work, Centering, Rodding, Vibrating, Smooth Finishing And Curing For All Lead And All Lift. ( With B.T. Metal ) ( Iv ) C. C. 1:2:4 35A Providing And Placing In Position Reinforcement Bars Including Welding, Joints Where Necessary Hooking Etc Complete As Per Drawing For All Lead And Lifts. ( A ) Hysd 35B ( B ) Tmt 36 Providing And Fixing M.S. Gates With All Hoisting And Finishing Arrangements As Per Design And Dimension With Necessary Two Coats Of Oil Paints Etc. Complete. 37 Providing And Fixing M.S. Shutter With All Hoisting And Finishing Arrangements As Per Design And Dimension With Necessary Two Coats Of Oil Paints Etc. Complete. ( Without Frame As Per Drawing ) 38A Providing And Laying Dry Rubble Pitching Of Various Thickness To Required Grade Including Trimming Of Earth Work Hand Packing The Interstices With Spools Filling Earth In Interstices Panelling Complete For All Lead And Lifts. ( A ) 15 Cm To 20 Cm Pitching 38B ( B ) 300 Mm Thick 39 Providing And Laying Uncoarsed Rubble Masonry In Ordinary Portland Cement Mortar 1:5 Proportion In Foundation Including Curing Etc. Complete. 40 Providing And Laying Burnt Brick ( Conventional Size ) Masonry For Foundation In Ordinary Portland Cement Mortar In Proportion 1:6 Including Racking Out Joints Up To 15Mm Deep Curing Etc. Complete For All Lead And Lift. 41 Providind Cement Plaster In Various Thickness And Proportion Including Smooth Finishing, Curing, Scaffolding Etc. Complete For All Lead & Lifts As Under. ( A ) Cement Plaster 1:3 Proportion ( Ii ) 12Mm Thick 42 Hire Charges For Jcb Including Own Jcb Machine, Fule, Oil, Operator Etc. Complete 43 Hire Charges For Tractor ( Excavator ) Including Own Tractor ( Excavator ) Machine, Fule, Oil, Operator Etc. Complete 44 Hire Charges For Tractor Trolly With Pawada Including Own Tractor Trolly With Pawada Machine, Fule, Oil, Operator Etc. Complete 45 Hire Charges For Dumper / Tripper For All Lead With Pawada Including Own Dumper / Tripper Machine, Fule, Oil, Operator Etc. Complete 46 Hire Charges For Water Tanker ( 5000 Liter ) Capacity Including Own Water Tanker ( 5000 Liter ) Machine, Fule, Oil, Operator Etc. Complete 47 Dewatering Of Foundation Area, Pits & Trenches Of Head Works And Allied Works With Diesel Or Electrical Pumping Arrangement Including Cost Of Pipe Lines, Others Materials, Labours Etc Complete As Directed With All Lifts. 48A Providing & Fixing I.S.I. Mark Following Class & Dia. Of Dfferent Type Of Valves With Neccessary Fittings Of Standerded Design And Specification Incl. Testing With All Leads And Lifts Etc. Complete. Air Valve ( Single Acting ) ( I ) 40 Mm Dia. 48B Air Valve ( Double Acting ) ( I ) 50 Mm Dia. 49 Providing And Fixing Isi Mark Following Class & Diameter Of Different Type Of Valves With Necessary Fittings Of Standard Design And Specification Including Testing With All Leads And Lifts Etc. Complete. ( 1 ) Reflux Valve ( N.R.V. ) 100Mm Diameter 50A Providing And Fixing C. I. Flanges Outlet 15Cm Length Of Approved Pattern With Necessary C. I. Cover With Bolts And Nuts Etc. Complete. ( A ) 225 Mm Diameter 50B ( B ) 300 Mm Diameter 51 G.I. Corrugated Sheet 0.8 Mm Th. Class Iii 52 G.I. Plain Sheet 0.8 Mm Th. Class Iii 53 Backfilling The Foundation Trenches Around The Structures Etc. With Selected Excavated Stuff Including Watering, Ramming, Compacting Etc. Complete. ( By Machinery ) 54 Providing And Laying 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. ( A ) 230 Mm Thick 55 Providing And Laying Yellow Soil Earth In Canal Section Before Laying C.C. Block For Lead Up To 5.00 Km And All Lifts. 56A Dismantling The Existing Stone Masonry Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( A ) In Lime Mortar 56B ( B ) In Cement Mortar 57A Dismantling The Existing Brick Masonry Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( A ) In Lime Mortar 57B ( B ) In Cement Mortar 58A Dismantling The Existing Foundation Concrete Including Disposing The Dismantled Stuff Including Sorting Out And Stacking The Useful Materials And Removing The Debries And Making Good The Damage Etc. Complete As Directed. ( A ) In Lime Mortar 58B ( B ) In Cement Mortar 58C ( C ) R.C.C. For Super Structure 58A Providing & Supplying Isi Mark G.I.Pipe Medium Duty With Coupling Including All Taxes, Insurance, Transportation, Frieght, Charges, Octroi, Inspection Charges, Loading, Unloading Conveyance To Departmental Stores, Staking Etc. Completed As Per Is 1239 / 1990 ( A ) 80 Mm 58B ( B ) 100 Mm 60 Surveying Including Chaining, Ranging, Levelling, Jungle Cutting Etc. Complete. ( I ) Canal Alignment Survey 61 Survey And Collection Of Preliminary Data For Command Area Including Chaining, Ranging, Levelling And Jungle Cutting Etc. Complete. 62 Providing And Fixing R.C.C. Precast Jali 40 Mm Thick For Ventilator Or Of Approved Quality And Design Including Fixing In Position Curing Finishing As Directed Etc. Complete 63 Drilling Of 200 / 215Mm Dia Bore Hole In Over Burden Rocky Or Loose Collapsible / Boulder Strata & Lowering Of 175 / 200Mm Dia Upvc / Pvc / Erw Casing Pipe Above 12Mtr Upto 40 Mtr Depth By Dth Rig Etc. Complete. 64A Providing And Supplying In Standard Length Isi Mark High Density Polyethylene H.D.P.E. Pipes Suitable For Potable Water As Per Is Specification No. 4984 / 1995 Including All Local And Central Taxes, Transportation, Freight Charges, Octroi, Inspection Charges, Loading, Unloading, Conveyance To The Dept. Stores Etc. Comp. ( A ) 6.0 Kg / Cm2 ( I ) 90 Mm 64B ( Ii ) 110 Mm 64C ( Iii ) 160 Mm 64D ( Iv ) 200 Mm 65A ( B ) 10.0 Kg / Cm2 ( I ) 90 Mm 65B ( Ii ) 110 Mm 65C ( Iii ) 160 Mm 65D ( Iv ) 200 Mm 66A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 0.00 M To 1.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 66B ( Ii ) In Hard Murrum 66C ( Iii ) In Soft Rock 66D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 67A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 1.50 M To 3.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 67B ( Ii ) In Hard Murrum 67C ( Iii ) In Soft Rock 67D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 68A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 3.00 M To 4.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 68B ( Ii ) In Hard Murrum 68C ( Iii ) In Soft Rock 68D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 69A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 4.50 M To 6.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 69B ( Ii ) In Hard Murrum 69C ( Iii ) In Soft Rock 69D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 70A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 6.00 M To 7.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 70B ( Ii ) In Hard Murrum 70C ( Iii ) In Soft Rock 70D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 71A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 7.5 M To 9.0 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 71B ( Ii ) In Hard Murrum 71C ( Iii ) In Soft Rock 71D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 72A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 9.00 M To 10.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 72B ( Ii ) In Hard Murrum 72C ( Iii ) In Soft Rock 72D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 73A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 10.50 M To 12.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 73B ( Ii ) In Hard Murrum 73C ( Iii ) In Soft Rock 73D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 74A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 12.00 M To 13.50 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 74B ( Ii ) In Hard Murrum 74C ( Iii ) In Soft Rock 74D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 75A Excavation For Well Including Removing And Spreading The Excavated Stuffs Directed With All Lead. ( A ) 13.50 M To 15.00 M Depth ( I ) In All Sorts Of Soils & Soft Murrum 75B ( Ii ) In Hard Murrum 75C ( Iii ) In Soft Rock 75D ( Iv ) In Hard Rock With Blasting And Chiselling Or By Chiselling / Breaking Only For Finishing 75A Extra For Dewatering For Excavation In Wet Condition And In All Strata ( A ) 0.00 M To 1.50 M Depth 75B ( B ) 1.50 M To 3.00 M Depth 75C © 3.00 M To 4.50 M Depth 75D ( D ) 4.50 M To 6.00 M Depth 75E ( E ) 6.00 M To 7.50 M Depth 76F ( F ) 7.50 M To 9.00 M Depth 76G ( G ) 9.00 M To 10.50 M Depth 76H ( H ) 10.50 M To 12.00 M Depth 76I ( I ) 12.00 M To 13.50 M Depth 76J ( H ) 13.50 M To 15.00 M Depth 77A Providing & Laying Cement Concrete 1:2:4 ( 1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregates 20Mm Nominal Size ) And Curing Complete Including Cost Of Formwork But Excluding Cost Of Reinforcement For Well Steining Work. 1. Well Steining Incl. Beam 77B 2. Add Extra Per Cum Per M Depth Beyond 6 M Depth 78 Dismentling The Rubble Pitching Including Out And Stacking Of The Useful Materials On Site Including Removing The Rubbish Etc. Complete As Directed. ( B ) Dismentalling Dry Rubble Pitching ( A ) 23 Cm Thick 79 White Or Colour Wash In Following Coats Including Scrapping, Scaffolding Etc. Complete As Directed. ( A ) For Two Coats 80 Providing And Fixing Guard Stone Of Size 75 Cm × 20 Cm × 15 Cm Cement Concrete Block Of Size 35 Cm × 40 Cm × 45 Cm In Proportion 1:4:8 Including White Washing To Exposed Surfaces Of Guard Stone In Three Coats Etc. Completed. 81 Providing 175 Mm Dia. U P.V.C.Casing Pipe Cs Type 82 Providing 200 Mm Dia. U P.V.C.Casing Pipe Cm Type 83 Providing And Fixing Steel Dore With Angle 40 Mm × 40 Mm × 6 Mm & 25 Mm × 25 Mm × 4 Mm Frame With Shutter Of 16 Gauge Plate As Per Approved Drawing & Design With Two Coats Of Approved Oil Paint With Precast Lintel Etc. Completed. 84 Providing And Fixing M.S. Plate / Flat As Directed. 85 Supplying Empty Cement Bags As And Where Required. 86 Providing & Installing 12.50 H.P. Diesel Engine High Speed 1500 Rpm Single Cylinder Isi Mark Water Cooled Engine, 10.00 Kva Generator Set ( Coupled Set ) Three Phase, 415 Volt 7.50 Hp Submercible Motor With Required Stage Including Panel Board, Starter, Switch & 2.50 Mm 3 Core Flate Cable As Per Site Situation Including All Necessary Accessories Fitting And Testing As Directed. 87 Drilling 35Mm Dia Vertical Or Inclined In All Formation Of Rock / Concrete Upto Required Depth Including Washing With Air & Water At Required Pressure Upto 10.0Mt.Depth. 88 Deepning Of Tank By Excavation In All Sorts Of Soil ( Including Wet & Slushy Condition Of Soil ) With Yellow , Sandy, Gravelly Soils Incluiding Soft Murrum & H.M.Including And Depositing The Excavated Stuff As & Where Directed Up To Lead 5 Km. & All Lift Includiing Clearing The Site Etc. Complete. 89 Providing Vidiography On The Ocassion Of Function Or For On Going Construction Work Including Dubbing, Titeling Etc. Complete Including Cost Of Cassette / Cd 90 Providing Photography On The Ocassion Of Function Or For On Going Construction Work Including Printout Photocopy / Hardcopy And Softcopy Etc. Complete. 91 Supplying And Laying Trap Rubble Stone Of Upto 10 Kg In Weight For Toe And Core Filling Including Conveying And Stacking To Required Line, Level, Slope Section Including All Leads And Lifts. Conveying Materials From Stacks And Laying Etc. Complete. 92 Sitting Benches Made From Cement Concrete ( Precast ) With Minimum Three Person Sitting Capacity As Per Approved Sample By Authority. 93 Supplying And Erecting Mnes Certified Solar Street Light Fitting Made From M.S. Body Powder Coated / Painted With Corrosion Resistant Paint With Gasket & Transparent Cover With Following Cfl Non Retro Lamp With Choke, Holder & Accessories. Fitting Shall Be Mounted On 75 / 80 Mm B Class G.I. Pipe Pole Up To 5.5 Mtr Load Complete Erected With C.C. Foundation Duly Painted With Two Coats Of Red Oxide And Corrosive Resistant Paint. Complete With Tubular Battery, Inverter, Charge Controller With Photo Sensor Switch & Necessary Wiring Complete Erected Connected & Commissioned In Approved Manner. 94 Providing And Fixing Pre-Cast Rubber Dye / Steel Dye Inter Locking Concrete Block 60Mm Thick With Grade Of Concrete M300 Pnumatic Compressed / Vibrated Mechanically And As Per Approved Design Confirming To Is 15658:2006 Including 35Mm Sand Layer For Levelling And Filling The Joint With Sand In Proper Line And Level As Per Guidlines Of Irc: Sp 63-2018 Etc Complete.. 95 Earthwork In Embankment From Approved Borrow Area Including Clearing The Site, Thin Jungle Cutting, Breaking Clods And Dressing To The Designed Section In All Sorts Of Soil & Soft Murrum For Rain Cuts, Filling Trenches, Road Side Gutter Etc.For ( A ) For Lead Upto 0.5 Km.And Lift Upto 3.0 Meter ( Manually ) 96 ( 1 ) De-Silting Of Canal / Drain With Lead Upto 50 Meter And Lift Upto 1.50 Including Dewatering If Any Required For Following Depth Etc. Complete As Directed. ( 1 ) For Dry Condition.For Canal / Drain. Between ( 20 To 250 Cusecs ) 0.56 To 7.0 Cumecs. 96 ( 2 ) ( 2 ) For Slushy & Muddy Condition Of Canal / Drain.Between ( 20 To 250 Cusecs ) 0.56 To 7.0 Cumecs. 97 Jungle Cutting Fot Canal Land Width Light Jungle Cutting ( Bushes, Hedges ) In Dry And Wet Condition Also, Including All Lead And Lift As Directed Etc. Complete. 98 Supplying And Laying Flexible Gabions Of Size 1M X 1M X 1M ( Mesh Size 100Mm X 100Mm ) Of Rope 9Mm Dia P.P. Materials Filled With 10 To 40 Kg Trap Rubble Stone ( Approximate Weight 1.5 Tonne ) As Per Drawing Including Packing, Inter Locking Of Stones And Stiching, Fusing Top Of Gabione And Tying To Each Other And Laying To The Required Line, Level, Slope With All Leads And Lifts As Directed Etc. Complete. 99 Suplying And Laying Flexible Gabions Of Size 1M X 1M X 2M ( Mesh Size 100Mm X 100Mm ) Of Rope 9Mm Dia P.P. Naterials Filled With 10 To 40 Kg Trap Rubble Stones ( Approximate Weight 3.0 Tonne ) As Per Drawing Including Packing, Inter Locking Of Stones And Stiching, Fusing The Top Of Gabions And Tieing To Each Other And Laying To The Required Line, Level, Slope With All Lead And Lifts As Directed Etc. Complete. 100 ( A ) Providing And Laying Plain / Reinforced Cement Concrete Of Cement, Sand And Metal ( 20Mm To 25Mm Size ) In Following Proportion Laid In Situ Including Centering, Shuttering, Temping, Smooth Finishing, Curing Etc. Complete As Directed For All Leads And Lifts ( Manually With Conventional Mixer ) ( A ) 1:4:8 100 ( B ) ( B ) 1:3:6 100 ( C ) ( C ) 1:2:4
