Quotation For Items Of M & R Works Of Dam, Canals / Structures Etc. ( Completed Items ) For The Year 2021-22- 1 Dismantling Stone / Brick Masonry& Stacking Of Useful And Unuseful Material From The Dismantled Materials As Directed Etc Complete. ( A ) In Cement Mortar 2 ( B ) In Lime Mortar 3 Removing Plaster Including Racking Out Joints 20Mm Deep Etc Complete. ( A ) Cement Plaster 4 ( B ) Lime Plaster 5 Removing Cement Pointing Including Racking Out Joints 20Mm Deep Etc Complete. 6 Dismantling The Rubble Pitching Including Sorting Out Stacking Of Useful Materials At Site Up To Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( A ) 23 Cm Thick Pitching . 7 ( B ) 30 Cm Thick 8 ( C ) 45 Cm Thick 9 ( D ) 60 Cm Thick 10 Dismantling Of Rcc Work Viz. Slab, Beam, Lintel, Barrel, Staircase, Etc. Including Removing The Steel From The Dismantled Portion Without Damage To Reinforcement Sorting And Stacking Of Useful And Unuseful Material From The Dismantled Material As Directed Etc Comp. 11 Excavation In All Sort Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl. Sorting And Stacking Useful Materials As Directed Upto200 Mt Lead Etc. Complete Incl. Dewatering. And All Lift. In Overburden Incl. Hard Murrum. 12 In Soft Rock. 13 In Hard Rock. 14 Excavation In All Sort Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl Sorting And Stacking Useful Materials As Directed Up To 30 Mt Lead Etc. Complete Incl. Dewatering. . ( Depth 0.0 To 3.0 Mt ) ( For All Type Canal & Foundation Trenches Of C.D. Works. ( A ) In Overburden Incl. Hard Murrum. 15 In Soft Rock. 16 In Hard Rock. 17 In Bhat Rock. 18 Excavation In All Sort Of Strata And Formations Incl. Depositing The Unuseful Excavated Stuff As And Where Directed Incl Sorting And Stacking Useful Materials As Directed Up To 30 Mt Lead Etc. Complete Incl. Dewatering. ( Depth 0.3 To 6.0 Mt ) ( For All Type Canal & Foundation Trenches Of C.D. Works. ( A ) In Overburden Incl. Hard Murrum. 19 In Soft Rock. 20 In Hard Rock. 21 In Bhat Rock. 22 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. For Foundation Concrete. ( A ) Concrete Grade M-10 And Msa-40Mm 23 Concrete Grade M-15 And Msa-40Mm 24 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. Training Wall, Side Wall And General Purpose. ( A ) Concrete Grade M-15 And Msa-40Mm 25 Concrete Grade M-20 And Msa-40Mm 26 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrator Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. For Bucket And End Sill Etc. ( A ) Concrete Grade M-20 And Msa-40Mm 27 Concrete Grade M-20 And Msa-80Mm 28 Concrete Grade M-25 And Msa-40Mm 29 For Ogee Crest, U / S And D / S Face Skin Concrete ( E ) Concrete Grade M-20 And Msa-40Mm ( Grade ) 30 Concrete Grade M-25 And Msa-40Mm ( Grade ) 31 For Pier Concrete I Concrete Grade M-20 And Msa-40Mm 32 Concrete Grade M-25 And Msa-40Mm 33 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Metal Coarse Aggregate By Mass And Machine Mix For Pcc / Rcc Including Necessary Formworks Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete. ( Excluding Cost Of Steel ) For .Body Wall, Apron Trainingwall, Sidewall, Splaywall, Keywall, Cut Of Wall Etc. Cement Leval-220 Kg / Cum. A Concrete 1:3:6 And Msa-40Mm 34 Controlled Concrete Grade M-15 And Msa-40Mm 35 Prov. & Laying In Position Nomonal Mix Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work Incl. Necessary Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete For General Purpose. ( Cement Leval-220 Kg / Cum. ) A Concrete 1:3:6 And Msa-40Mm 36 Controlled Concrete Grade M-15 And Msa-40Mm 37 Providing, Cutting, Bending, Binding And Fixing In Position As Per Drawing H.Y.S.D. Bar Reinforcement For R.C.C. Works And Anchor Bars Incl Cost Of Black Annealed 16 To 18 Bwg M.S.. Wire Etc.Complete With All Lead And Lift. 38 Providing And Laying Uncoursed Rubble Masonry In Cement And Sand Mortar By Mass And Machine Mixing Incl Use Of Header And Bond Stones Etc And Incl Scaffolding And Finishing To Required Shape And Batter End Steps Etc As Per Drawing And Racking Out The Joints, Curing Etc Complete In All Respect. For All Lead & Lift. In C.M. 1:5 For Foundation And Super Structure 39 In C.M. 1:3 For Super Structure. 40 Providing And Laying Brick Masonry Using Std. Modular Brunt Bricks ( 2Nd Class ) And Cement Mortar By Mass Incl Striking Out Joints, Curing, Finishing And Scaffolding Etc. Complete. ( A ) In C.M. 1:5 For All Lead And Lift. 41 Providing And Laying Brick Masonry Using Locally Available Traditional ( 2Nd Class ) Bricks And Cement Mortar By Mass Incl Striking Out Joints, Curing, Finishing And Scaffolding Etc. Complete. ( A ) In C.M. 1:5 For All Lead And Lift. 42 Cement Plaster 20Mm Thick In Single Coat To Stone Masonry In C.M. 1:3 Incl Finishing, Curing, Scaffolding Etc Complete. A ) Upto 6.0 Mt Height 43 B ) Above 6.0 Mt. Height 44 Cement Plaster 15Mm Thick In Single Coat To Brick Masonry In C.M. 1:3 Incl Finishing, Curing, Scaffolding Etc Complete. A ) Upto 6.0 Mt Height 45 B ) Above 6.0 Mt. Height 46 Cement Plaster 12Mm Thick In Single Coat To Cc / Rcc / Masonry Work In C.M. 1:3 Including Finishing Curing Scaffolding Etc Complete. A ) Upto 6.0 Mt Height 47 B ) Above 6.0 Mt. Height 48 Sand Face Type Cement Plaster 20Mm Thick In Two Coat ) Backing Coat 12Mm Thick In C.M. 1:3 And Ii ) Finishing Coat 8Mm Thick In C.M. 1:2 Including Finishing Curing Scaffolding Etc Complete.. A ) Upto 6.0 Mt Height 49 B ) Above 6.0 Mt. Height 50 Cement Pointing In C.M.1:3 To Stone Masonry After Racking Out Joints 20Mm Deep Incl Scaffolding Watering And Curing Etc Complete.A ) Upto 6.0 Mt Height 51 B ) Above 6.0 Mt Height 52 Cement Pointing In C.M.1:2 To Stone Masonry After Racking Out Joints 20Mm Deep Incl Scaffolding Watering And Curing Etc Complete. A ) Upto 6.0 Mt Height 53 B ) Above 6.0 Mt Height 54 Painting Two Coats Of Synthetic Enamel Paint, One Intermediate Coat Of 40 Micron Thickness And One Finishing Coat Of 40 Micron Thickness Of Approved Shade 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 Complete As Per Specification ( For Reviver Coat Paint ) 55 Providing And Laying Water Proofing Treatment On Terrace Including Applying Neat Cement Slurry 2.75 Kg. / S.M. On Cement Add Mixture With Water Proofing Component After Cleaning The Surface / Laying Cement Concrete With Brick Bat 75 Mm. To 100 Mm. Thick With 50 % Of Cement Mortar C.M. 1O5 To Required Slop Including Ramming A Junction Of Wall And Slab After Two Days Of Proper Curing Applying Broken China Mosaic Flooring For Plain And Curve Surface 12 Mm. To 20 Mm. Broken Piece Of Ceramic Tile / Glazed Tile To Be Laid Over 12 Mm. Thick Cement Mortar Baddingc.M. 1:3 To Plain And Slop And To Be Tempered To Bring Mortar Creamed Up To Surface With Using White Cement And Including Rounding Of Junction And Extending Them Up To 30 Cm.Along The Wall And Curing With Bands Any Pattern Of Design As Per Drawing And Direction Including Cleaning With Water And Oxalic Acid 56 Providing And Laying Dry Rubble Stone Pitching Without Base Of Inverted Filter / Murrum Bedding And Header Stone Including Hand Packing & Trimming & Dressing Slopes Etc Complete. A ) 15 Cms Thick Stone Pitching 57 B ) 23 Cms Thick Stone Pitching 58 Earth Work In Embankment From Borrow Pits In All Sort Of Soil And Soft Murrum Or Other Suitable Strata As Directed Incl Breaking Clods And Dressing To The Design Section With Lead As Under And All Lift Incl. Site Clearance Etc Comp. For All Canal Capacity& Without Rolling And Watering. 0 To 30 Mt Lead 59 30 To 200 Mt Lead 60 200 To 1000 Mt Lead 61 Compaction Of Earth Work In Embankment In Layers Of 15 To 23 Cms At Omc To Required Dry Density Inclnecy Rolling With Vibratory Rollers Of 10 To 12 Tones Capacity. 62 Spreading The Murrum In Uniform Layer With All Lift & As & Where Directed Etc. Complete. 63 Dry Rolling Of Earth Work With Light Rollers Of Up To 2.0 Tones Capacity As Directed With All Lift Etc Complete. 64 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C Work In Canal Lining Incl. Necessary Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete Incl Dressing The Bed And Trimming The Canal Section If Required And Minor Filling With Murrum / Earth As Per Site Condition To The Correct Profile, Incl Providing Bitumen Joints As Per Drawing And Specified Interval. ( Without Using Paver Machineries. ) ( I ) For 10Cms Thick Cast-In-Citu Canal Lining In M-15 Grade Of Conc.Withmsa-20Mm Without Sleepers. 65 ( Ii ) For 7.50Cms Thick Cast-In-Citu Canal Lining In M-15 Grade Of Conc.Withmsa-20Mm Without Sleepers. 66 Clearing The Silt From Canal / Drain Bed By Digging The Same To The Required Bed Level And Gradient Including Depositing The Excavated Earth Regularly On Spoil Bank For Utilising The Same For Preparing The Bund After Breaking The Clods As And Where Directed For Lead Up To 30 Mt And Lift As Under. ( Excluding Weed Cutting ) A ) Depth 0 To 3.0 Mt 67 Depth 3.0 To 6.0 Mt 68 Depth 6.0 To 9.0 Mt 69 For Every Additional 3.0 Mt Lift 70 Clearing The Shrubs Like Akadas, Weed, And Other Vegetation Including Depositing The Same Outside And Burning Etc. Complete From Canal Bed & Both Side Slopes And Up To Outer Toe Of The Bank. ( For Canal And Drains ) A Up To 0.56 Cumecs 71 Above 0.56 To 7.0 Cumecs 72 Above 7.0 Cumecs 73 Desilting Of Various Structures Of Canal And Distribution System Including Depositing The Same As Directed With All Lift And Lead For Canal Syphone, Airvent, Turn Out Kundies Etc Complete. 74 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Depositing Material Etc Complete. ( Excluding Tree Of Girths Above 0.5 Mt ) A ) Up To 2 Year Old A ) For Light Dence 75 B ) For Medium Dence 76 C ) For Heavy Dence 77 B ) More Than 2 Year Old A ) For Light Dence 78 B ) For Medium Dence 79 C ) For Heavy Dence 80 Maintaining Of Earthen Dam By Cleaning Of Slope Of E.Dam Within The Dam Boundary By Removing The Bushes, Shrubs, Girth And Small Trees Including Depositing The Materials As And Where Directed Up To 50 Mt. Lead And All Lift Etc. Complete.Throught The Year 81 Cleaning The Canal Bed And Both Side Slopes ( In Muddy Condition ) Scrapping Out The Shovel, Pine, Luies, Kadusalo And Other Vegetation By Means Of Manual Including Silt And Depositing The Same Up To Lead Of 30Mt. And All Lift Etc Complete. 82 Extra Lead Charges For Transporting The Borrow Area Materials For Earthen Dam Beyond The Basic Lead Of 1.0 Km Up To 5.0 Km For Each Additional Km Or Part There Of Inclusive Of All Lift Etc Complete. 83 Dewatering For Earthen Dam And Allied Works, Foundation Areas, Pits, Trenches Etc Incl Cost Of Pumping Machineries, Pipe Lines, Labours Diesel / Electricity / Dg Set, Etc Complete. 84 Providing & Fixing Outlets Gates For Canal Including All Material, Labour, Fabrication Transportation Fixing To Site Of Work With All Lead & Lift Including One Coat Of Primer And Two Coat Of Oil Painting As Directed Including Handle & Locking Arrangements Etc. Complete. 85 Providing & Fixing H.R. & C.R. Gates For Canal Including All Materials , Labours, Fabrication Transporting Fixing To Site Of Work All Lead & Lift Including One Coat Of Primer And Two Coats Of Oil Painting As Directed Including Square Threaded Screw, Bearing, Nuts, Handles, And Locking Arrangements Etc. Complete. 86 Providing Epoxy Plaster 6 To 8Mmmin.Thicknessincl Filling Of All Pot-Holes / Ditches With Epoxy Mortar Up To Req. Depth By Using Resin :Hardener: Aggregates Confirming To Is-9162 In Proportion 0.7:0.3:6.5, By Weight On Exposed Damaged Old And Rough Surface Of Spillway / Canal Strs With Proper Application Of Necessary Primer Coat Of Resin &Hardener In Proportion Of 2:1 By Weight Confirming To Is-9197 To Give Proper Bond Between Old Surface And Epoxy Plaster Incl Necessary Cleaning, Cheeping Of Old Surface Incl Scaffolding, Tools Bars For The Job With Labour Incl. All Lead And Lift Etc Complete In All Condition Dry And Wet. 87 Providing Service For Security Of Canal System And Maintaing Smoothly Irrigation Water Distribution Including Operating Canal Regulators And Outlets In Suitable Shifts / Round The Clock As Per Instruction Of Engineer In Charge. 88 Providing And Laying Rcc Np-2 Pipe For Chute On Rear Slope Incl Excavation And Back Filling, Jointing Prior With Collars, Curing Etc. Complete In C.M. 1:1 ( A ) 225Mmdia Pipe 89 ( B ) 300Mmdia Pipe 90 ( C ) 450Mmdia Pipe 91 Filling The Empty Bag Filled With Good Selected Earth Or Sand Including Stitching And Laying Or Stacking As And Where Directed With All Lead And Lift Etc. Complete. 92 Providing Murrum Including Spreading The Same And Dressing The Top Surface In Required Grade And Camber With Lead Upto5.0Kmetc Complete. 93 Back Filling With Selected Earth Brought From Outside Borrow Area Or From Excavated Useful Material Including Watering Ramming, Consolidation With Pneumatic Temping And All Lead And Lift Etc Complete. 94 Supplying Of Graded Stone Aggregate Of Following Sizes ( For W.B.M. Road ) Hand Broken Stone Aggregates25 Mm. To 90Mm. Size 95 Supplying Of Graded Stone Aggregate Of Following Sizes ( For W.B.M. Road ) Hand Broken Stone Aggregates 40 Mm. To 63 Mm. Size 96 Spreading The Stone Aggregates For Soiling And W.B.M. Including Filling The Interstices Forming The Surface To Required Camber And Gradient. 1 ) 40 Mm. To 63 Mm. Size Aggregates ( Hb ) 97 2 ) 25 Mm. To 50 Mm. Crushed Stone 98 Supplying Of Crushed Stone Aggregates ( I ) 40.00 To 63 .00 Mm 99 ( Ii ) 40.00Mm 100 ( Iii ) 20.00Mm 101 ( Iv ) 12.00 Mm 102 ( V ) 6.00 Mm 103 Rolling And Consolidation Of Soiling Including Filling In Depression Which Occurs During The Process With Power Roller 8 To 12 Tone. 104 Box Cutting The Road Surface To Proper Slop And Camber For Making A Base For Road Work Including Removing The Excavated Stuff And Depositing On The Roadside Slop As Directed Up To 50 Mt 105 Hire Charges For Excavator Cum Loader ( Shovel And Drugline Incl. Fuel Charges, Oil And All Necessary Materials For Excavation Loading Unloading, Spreading With Upper Cullve Cleaner And Incl. All Taxes And Insurance. Etc. Comp. ( A ) J.C.B. Type ( Bucket Size 0.30 Cm. ) 106 Hire Charges For Engaging Tractors With Driver, Diesel Fuel For Excavation Work, Transportation Of Earth, Murrum, Rubble And Other Materials Etc. For One Shift Of 8 Hour With Insurance And All Taxes Etc Comp. . 107 Providing And Laying Dry Rubble Pacca Pitching With Panel ( Of Size Not More Than 10Smt. ) Of Stnemasonary45cm Thick Wall In C:M 1:5 Without Base , Inverter Filter And Header Stone But With 10Cms Thick Murrum Layer ( For Base ) Incl. Hand Packing And Trimming And Dressing Slopes Etc. ( A ) 45 Cms Thick Stone Pitching With Pointing In C:M 1:2 . 108 Providing And Laying Dry Rubble Pacca Pitching With Panel ( Of Size Not More Than 10Smt. ) Of Stnemasonary45cm Thick Wall In C:M 1:5 Without Base , Inverter Filter And Header Stone But With 10Cms Thick Murrum Layer ( For Base ) Incl. Hand Packing And Trimming And Dressing Slopes Etc. ( A ) 30 Cms Thick Stone Pitching With Pointing In C:M 1:2 109 Quarrying, Transporting And Spreading Selected Materials From Borrow Area For Raising Of Embankment Work In Casing Zone Section In Uniform Layers Of Specified Thickness As Directed Including Dressing, Breaking Clods And Rolling With Roller Of Suitable Type And Watering For Lead Up To 5 Km And All Lift Etc. Complete. 110 Excavation For Deepening Of Pond / Check Dam Including Transporting And Spreading The Excavated Material For Raising Of Embankment In Uniform Layer Or As Directed Including Dressing, Breaking Clods Etc For Lead Up To 1 Km And All Lift Without Rolling And Watering Etc Complete... 111 Providing 40 Mm Thick Guniting In Cement Mortar ( 1:2 ) For Spillway Works By Using Guniting Equipment And Air Compressor And Accessories Incl. Finishing, Curing Etc. Complete With Cost Of Material And Labours But Excluding Cost Of Irc Fabric Reinforcement With All Lead And Lifts. 112 Providing And Fixing In Position I.R.C. Fabrics Of Mesh 6X6 & 10 Gauge, Reinforcement With Necessary Nailing In Position, Overlap Etc As Directed With All Lead And Lift Etc Complete. 113 Providing Electrician / Fitter Outsource Services For Flood Control Of Dam Etc. ( Labour Comm. Rate ) 114 Engaging Unskilled Labour ( Labour Comm. Rate ) 115 Engaging Semi Skilled Labour ( Labour Comm. Rate ) 116 ( A ) Fly Level For Connecting An Checking Of B.M. With Single Leveling. 117 ( B ) Fly Level For Connecting An Checking Of B.M. With Double Leveling. 118 Surveying Including Chaining, Ranging, Leveling, Jungle Cutting Etc. Complete. Alignments Survey With Cross Section At 30Mt Interval. 119 Surveying Including Chaining, Ranging, Leveling, Jungle Cutting Etc. Complete. Alignments Survey With Cross Section At 10Mt Interval. 120 Survey For Chaining, And Ranging, Work Etc. Complete. 121 Contour Survey Work For Preparing Contour Map Taking C / Sat Every ( A ) 30M*30M Interval 122 ( B ) 10M*10M Interval 123 ( C ) 5M*5M Interval 124 Contour Survey Work By Field Corner And Spot Level Method At 50M Interval 125 Frl Marking Survey With Peg Fixing Excluding Stone Fixing 126 Excavation For Trial Pits , Trenches And Quarry Exploration In All Sports Of Soil Including Yellow, Sandy And Gravelly Soil, Soft Murrum Including Uniform Layers As And Where Directed Etc. Complete ( Without Dewatering ) ( A ) 0.0 To 1.5 M Depth. 127 ( B ) 1.5 To 3.00M Depth. 128 ( C ) 3.0 To 4.5 M Depth. 129 ( D ) 4.5 To 6.0 M Depth. 130 ( E ) Extra Rate For Every Addition Depth Of 1.5 Or Part Thereof. 131 Excavation For Trial Pits, Trenches And Quarry Exploration In Hard Murrum ( Without Dewatering ) ( A ) 0.0 To 1.5 M Depth. 132 ( B ) 1.5 To 3.00M Depth. 133 ( C ) 3.0 To 4.5 M Depth. 134 ( D ) 4.5 To 6.0 M Depth. 135 ( E ) Extra Rate For Every Addition Depth Of 1.5 Or Part Thereof. 136 Excavation For Trial Pits, Trenches & Quarry Exploration In Soft Rock With Chiseling And Blasting If Necessary Including Deposing Of Excavated Stuff As And Where Directed Etc. Complete. ( A ) 0.0 To 1.5 M Depth. 137 ( B ) 1.5 To 3.00M Depth. 138 ( C ) 3.0 To 4.5 M Depth. 139 ( D ) 4.5 To 6.0 M Depth. 140 ( E ) Extra Rate For Every Addition Depth Of 1.5 Or Part Thereof. 141 Refilling The Excavated Trial Pits & Trenches Using Excavated Stuff As Directed Etc. Complete. 142 Providing Wooden Core Boxes Of Required Size For Diamond Drilling Machine As Per Specific At Or Suggested By Geologist Without Japan Painting. 143 Sampling ( In Duplicate ) In Soil, Sand, Soft Murrum And Hard Murrum Etc. Complete ( Labour Charge Only ) 144 Surveying By Total Station Including Measuring Of Alignment Of Earthen Dam / Canal And Creating The Cross-Section And Longitudinal Section Profile At 30Mt Interval / Or Closer As Directed And Plotting Etc Complete. The Survey Work Shall Be Carried Out For 150Mt Distance On Both Sides. 145 Survey By Using Own Total Station Instrument For The Topographical And Contour Survey Work In 30X30mt Grid With 0.5Mt Contour Interval, Locating All Existing Features With Preparation And Submission Of Survey Drawing In Ao Size Sheet In One Soft Copy Etc Complete. 146 Survey By Using Own Total Station Instrument For The Topographical And Contour Survey Work In 10X10mt Grid With 0.5Mt Contour Interval, Locating All Existing Features With Preparation And Submission Of Survey Drawing In Ao Size Sheet In One Soft Copy Etc Complete. 147 Preparing Of Cross-Sections And Computing L-Section And Submission In Required Size Paper Etc Complete. ( I ) Computing Cross-Section By Soft Ware 30 M Intervals And Submission By Softcopy. 148 ( Ii ) Cross-Section Printout A3 Size ( Extra Copy ) 149 ( Iii ) Cross-Section Printout A4 Size ( Extra Copy ) 150 Computing L-Section As Directed By Engineer -In Charge And Submission In Charge And Submission In A3 Or Above Size Paper ( I ) A3 Size ( Extra Copy ) 151 ( Ii ) A2 Size ( Extra Copy ) 152 ( Iii ) A1 Size ( Extra Copy ) 153 ( Vi ) A0 Size ( Extra Copy ) 154 Extra For Over And Above Item No 85A & 85B , Computing Earth Work / Excavation Quantity As Directed By Engineer-In Charge And Submission In Three Copies. 155 Labour Charses For The Clearing , Serviving And Applying Grease To Stem Rod With Clams, Screw Rod, Gear Box With Replacing Oil & All Other Movable Parts For Hr Gate All Size Etc Complete For H.R. Gates 156 Providing Painting Writing Sign Board Of Size 400Mmx250mm With Lettering Of 4Cm.Size On Various Canal Structure Including Providing To Prime Coat And Applying Two Coat Of Yellow Oil Paint In Back Ground And Letter Writing In Red Oil Paint, Sign Board Consists The Writing Details Such As Name Of Canal And Its Hydraulic Details ( Ch. Cbl. & Fsl ) Including All Labours And Materials Charges Required Etc Complete 157 Providing And Fixing In Position 100 / 110 Mm Dia Pvc Pipe Weep Holes In The Retaining Walls.
