Online Quotation For Annual Rates For The Items Of M & R Works Of Dam, Checkdam, Canals / Structures Etc. ( Completed Items ) For The Year 2022-23 Quarrying, Transporting And Spreading Selected Materials From Borrow Area For Raising Of Embankment Work In Casing Zone Section In Uniform Layers Of Specified Thickness ( Upto 23 Cm ) As Directed Including Dressing, Breaking Clods And Rolling At Requisite Moisture Content To Required Dry Density With Roller Of Suitable Type And Watering At Omc For Lead Upto 1 Km And All Lifts Etc. Complete. Cum 2 Extra Lead Charges For Trasporting The Borrow Area Materials For Earthen Dam Beyond The Basic Lead Of 1.0 Km Unto 5.0 Km For Each Additional Km Or Part There Of Inclusive Of All Lift Etc Complete. Km / Cum 3 Providing And Laying Dry Rubble Pitching With 20 Cms Gravel / Metal And 20 Cms Sand Layers As Base Of Inverted Graded Filter And Without Header Stone But Incl. Hand Packing Trimming & Dressing Of Slopes Etc Complete. ( A ) 30 Cms Thick Stone Pitching Sq.Mt. ( B ) 45 Cms Thick Stone Pitching Sq.Mt. ( C ) 60 Cms Thick Stone Pitching Sq.Mt. 4 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 Sq.Mt. ( B ) 23 Cms Thick Stone Pitching Sq.Mt. 5 Providing And Laying Dry Rubble Pacca Pitching With Panel ( Of Size Not More Than 10 Sqmt ) Of Stone Masonary 45 Cm Thick Wall In C.M.1:5, Without Base, Inverted Filter And Header Stone But With 10 Cms Thick Murrum Layer ( For Base ) Inc. Hand Packing And Trimimg And Dressing Slopes Etc. ( A ) 45 Cms Thick Stone Pitching With Pointing In C.M.1:2 Sq.Mt. ( B ) 30 Cms Thick Stone Pitching With Pointing In C.M.1:2 Sq.Mt. ( C ) 23 Cms Thick Stone Pitching With Pointing In C.M.1:2 Sq.Mt. 59 6 Providing And Laying 60Cm Dia Half Round Cement Pipe For Catch Water Drain And Chute Drain On Berms And Down Stream Slopes Of Earthen Dam Incl Necy Excavation And Back Filling Etc Complete. Rmt. 7 Dewatering For Earthen Dam And Allied Works, Foundation Areas, Pits, Trenches Etcincl Cost Of Pumping Machineries, Pipe Lines, Labours Diesel / Electricity / Dg Set, Etc Complete. Hp-Hrs 8 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 ) 225Mm Dia Pipe Rmt. ( B ) 300Mm Dia Pipe Rmt. ( C ) 450Mm Dia Pipe Rmt. 9 Providing 1.0 ( One ) Meter Wide Steps In On Rip Rap With Trade 30Cm, 15Cm Rise In Brick Masonry In C.M.1:5 With 23Cm Wide Parapet On Both The Side Incl 10Mm Thick Plaster In C.M. 1:3 On Expose Faces Incl 10Cm Thick Foundation Concrete M-10, As Per Drawing With All Lead And Lift. Rmt. 10 Rehandling The Excavted Stuff Incl. Stacking As And Where Directed For All Sort Of Soil, Murrum, Hard Murrum, Soft Rock, Hard Rock Etc. For Specified Lead As Under And All Lift Incl. Loading Unloading Transportation Etc / Complete Without Rolling And Watering. ( A ) Lead Upto 200 Mt. Cum ( B ) Lead Upto 200 Mt To 500 Mt. Cum ( C ) Lead Upto 500 Mt To 1 Km. Cum 11 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrater 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 Cum ( C ) Concrete Grade M-15 And Msa-40Mm Cum 12 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrater Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel.Training Wall, Side Wall And General Purpose. Concrete Grade M-15 And Msa-40Mm Cum Concrete Grade M-20 And Msa-40Mm Cum 60 13 Providing & Laying In Position Controlled Cement Concrete Using Cement Sand & Crushed Metal Aggregate By Machine Mix Incl. Necessary Formworks Compaction By Mechanical Vibrater Curing As Directed With All Lead And Lift Etc Complete. Excluding The Cost Of Steel. ( I ) For Bucket And End Sill Etc. ( A ) Concrete Grade M-20 And Msa-40Mm Cum ( B ) Concrete Grade M-20 And Msa-80Mm Cum ( C ) Concrete Grade M-25 And Msa-40Mm Cum ( Ii ) For Ogee Crest, U / S And D / S Face Skin Concrete ( E ) Concrete Grade M-20 And Msa-40Mm Cum ( G ) Concrete Grade M-25 And Msa-40Mm Cum ( Iii ) For Pier Concrete ( I ) Concrete Grade M-20 And Msa-40Mm Cum ( K ) Concrete Grade M-25 And Msa-40Mm Cum 14 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. M.T. 15 Providing, Cutting, Bending, Binding And Fixing In Position As Per Drawing Tmt 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. ( A ) Fe-415 M.T. ( B ) Fe-500 M.T. ( C ) Fe-600 M.T. 16 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. Cum ( A ) In C.M. 1:5 For Foundation And Super Structure. Cum ( B ) In C.M. 1:3 For Super Structure. Cum 17 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. Cum 18 Cement Plaster 20Mm Thick In Single Coat To Stone Masonry In C.M. 1:3 Incl Finishing, Curing, Scaffolding Etc Complete. 61 A ) Upto 6.0 Mt Height Sq.Mt. B ) Above 6.0 Mt. Height Sq.Mt. 19 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 Sq.Mt. B ) Above 6.0 Mt. Height Sq.Mt. 20 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 Sq.Mt. B ) Above 6.0 Mt. Height Sq.Mt. 21 Sand Face Type Cement Plaster 20Mm Thick In Two Coat I ) 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 Sq.Mt. B ) Above 6.0 Mt. Height Sq.Mt. 22 Cement Pointing In C.M.1:3 To Stone Masonry After Racking Out Joints 20Mm Deep Inclscaffolding, Watering And Curing Etc Complete. A ) Upto 6.0 Mt Height Sq.Mt. B ) Above 6.0 Mt Height Sq.Mt. 23 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 Sq.Mt. B ) Above 6.0 Mt Height Sq.Mt. 24 Back Filling With Selected Earth Brought From Out Side Borrow Area Or From Excavated Useful Material Including Watering Ramming, Consolidation With Pnuematic Temping And All Lead And Lift Etc Complete. Cum 25 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 Upto 200 Mt Lead And All Lift. Etc. Complete Incl. Dewatering. In Overburden Incl. Hard Murrum. Cum In Soft Rock. Cum In Hard Rock. Cum 62 26 Prov. & Laying In Position Cement Concrete Using Cement, Sand And Crushed Metal Coarse Aggregate By Mass And Machine Mix For Pcc / Rcc Including Necessory Formworks Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete. ( Excluding Cost Of Steel ) For Body Wall, Apron, Training Wall, Sidewall, Splay Wall, Key Wall, Cut Of Wall Etc. ( A ) Concrete 1:3:6 And Msa-40Mm ( Cement Level 220 Kg / Cum ) Cum ( B ) Controlled Concrete Grade M-15 And Msa-40Mm Cum 27 Prov. & Laying In Position Nominal Mix Cement Concrete Using Cement, Sand & H.B.Metal By Mass And Machine Mix For Pcc Including Necessary Formworks, Compaction, Raming, Curing As Directed With All Lead And Lift Etc Complete. For Foundation Concrete / Other General Purpose Concrete ( 1:3:6 ) Metal Size- 63Mm ( Cement Level 220 Kg / Cum ) Cum 28 Providing And Fixing In Position 100 / 110 Mm Dia Pvc Pipe Weep Holes In The Retaining Walls / Sidewall / Abt Etc. Rmt. 29 Providing And Fixing In Position White Marble Plate Of Size 45 X 45 X 1.8 Cm Incl Ingraving The Letters As Per Drawing / As Directed Etc Complete. No. 30 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 Upto 30 Mt Lead And All Lift. Etc. Complete Incl. Dewatering. ( Depth 0.0 To 3.0 Mt ) ( For All Type Canal & Foundation Trenches Of C.D. Works. Cum ( A ) In Overburden Incl. Hard Murrum. Cum ( B ) In Soft Rock. Cum ( C ) In Hard Rock. Cum 31 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 Upto 30 Mt Lead And All Lift. Etc. Complete Incl. Dewatering. ( Depth 3.0 To 6.0 Mt ) ( For All Type Canal & Foundation Trenches Of C.D. Works. Cum ( A ) In Overburden Incl. Hard Murrum. Cum ( B ) In Soft Rock. Cum ( C ) In Hard Rock. Cum 63 32 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 Cum 30 To 200 Mt Lead Cum 200 To 1000 Mt Lead Cum 33 Prov. & Laying In Position Nomonal Mix Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C. Work Incl. Necessory Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete For General Purpose ( A ) Concrete 1:3:6 And Msa-40Mm ( Cement Level 220 Kg / Cum ) Cum ( C ) Controlled Concrete Grade M-15 And Msa-40Mm Cum 34 Compaction Of Earth Work In Embankment In Layers Of 15 To 23 Cms At Omc To Required Dry Density Incl. Necessary Rolling With Vibratory Rollers Of 10 To 12 Tonnes Capacity. Cum 35 Dry Rolling Of Earth Work With Light Rollers Of Upto 2.0 Tonnes Capacity As Directed With All Lift Etc Complete Cum 36 Prov. And Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For R.C.C / Cc Work Including Necessary Formworks Centering Scaffolding Compaction By Vibrator, Curing As Directed With All Lead & Lift Etc Complete Excluding The Cost Of Reinforcement. For Plinth Course & Coping ( A ) Concrete Grade M-15 And Msa-20Mm Cum 37 Prov. & Laying In Position Controlled Cement Concrete Using Cement, Sand And Crushed Aggregate By Mass And Machine Mix For C.C Work In Canal Lining Incl. Necessory 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 Bitumin Joints As Per Drawing And Specified Interval. ( Without Using Paver Machinaries. ) ( B ) For 10Cms Thick Cast-In-Citu Canal Lining In M-15 Grade Of Conc. With Msa-20Mm Without Sleepers. Sq.Mt. ( D ) For 7.50Cms Thick Cast-In-Citu Canal Lining In M-15 Grade Of Conc. With Msasq.Mt. 64 20Mm Without Sleepers. 38 Providing, Supplying At Site, Laying And Fixing In Position Under Ground, R.C.C Hume Pipe Of Np-2 Class Of Bis Standard Incl Filling The Joints With Cement Mortar 1:1 With Providing Necessary Collars Etc Complete With Inclusive Of Testing With Working Pressure And All Lead And Lift. ( A ) 150Mm Dia. Rmt. ( B ) 225 Mm Dia. Rmt. ( C ) 300 Mm Dia. Rmt. ( D ) 450 Mm Dia. Rmt. ( E ) 600 Mm Dia. Rmt. ( F ) 750 / 800 Mm Dia. Rmt. ( G ) 900 Mm Dia. Rmt. ( H ) 1100 Mm Dia. Rmt. ( I 1200 Mm Dia. Rmt. ( J ) 1500 Mm Dia. Rmt. 39 Providing 40 Mm Thick Guniting In Cement Mortar ( 1:2 ) For Spillway Works By Using Guniting Quipment 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. Sq.Mt. 40 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. Sq.Mt. 41 Providing Epoxy Plaster 6 To 8Mm Min.Thickness Incl Filling Of All Pot-Holes / Ditches With Epoxy Mortar Upto Req. Depth By Using Resin:Hardner: Aggregates Confirming To Is-9162 In Proportion 0.7:0.3:6.5, By Weight On Exposed Damaged Old And Rough Suface Of Spillway / Canal Strs With Proper Application Of Necessary Primer Coat Of Resin &Hardner 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. Sq.Mt. 42 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 Bracking The Clods As And Where Directed For Lead Upto 30 Mt And Lift As Under. ( Excluding Weed Cutting ) ( A ) Depth 0 To 3.0 Mt Cum ( B ) Depth 3.0 To 6.0 Mt Cum 65 ( C ) Depth 6.0 To 9.0 Mt Cum ( D ) For Every Additional 3.0 Mt Lift Cum 43 Clearing The Shrubs Like Akadas, Weed, And Other Vegitation Including Depositing The Same Out Side And Burning Etc. Complete From Canal Bed & Both Side Slopes And Upto Outer Toe Of The Bank. ( For Canal And Drains ) ( A ) Upto 0.56 Cumecs Km ( B ) Above 0.56 To 7.0 Cumecs Km ( C ) Above 7.0 Cumecs Km 44 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. Cum 45 Jungle Clearance Of Specified Category And Bushes For Canal / Dam Work As Directed With Depositing Material Etc Complete. ( Excluding Tree Of Grith Above 0.5 Mt ) A ) Upto 2 Year Old Sq.Mt. A ) For Light Dence Sq.Mt. B ) For Medium Dence Sq.Mt. C ) For Heavy Dence Sq.Mt. B ) More Than 2 Year Old Sq.Mt. A ) For Light Dence Sq.Mt. B ) For Medium Dence Sq.Mt. C ) For Heavy Dence Sq.Mt. 46 Maintaining Of Earthen Dam By Cleaning Of Slope Of E.Dam Within The Dam Boundry 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. ( Throughtout The Year ) . Sq.Mt. Per Year 47 Painting Two Coats Of Synthetic Enamel Paint, One Intermesssdiate 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 Exisiting Paint Etc Complete As Per Specification ( For Reviver Coat Paint ) Sq.Mt. 48 Painting Two Coats Of Alluminium Paint, One Intermediate Coat Of 40 Micron Thickness And One Finishing Coat Of 40 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 Complete. ( For Reviver Coat Paint ) Sq.Mt. 66 49 Painting Two Coats Of Coal Tar Based Black Epoxy Paint, One Intermediate Coat Of 150 Micron Thickness And One Finishing Coat Of 150 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 And With Cost Of All Materials, Labour, Tools, Consumables, Scaffolding Safety Measures Etc. Complete For Gates And Embedded Parts, Plateform, Grider And Or As Directed By Engineer In Charge. ( For Reviver Coat Paint ) Sq.Mt. 50 Spreading The Murrum In Uniform Layer With All Lift & As & Where Directed Etc. Complete. Cum 51 Filling The Empty Bag Filled With Good Selected Earth Or Sand Including Stiching And Laying Or Stacking As And Where Directed With All Lead And Lift Etc. Complete. No. 52 Cleaning The Canal Bed And Both Side Slopes ( In Muddy Condition ) Scrapping Out The Shevel, Pine, Luies, Kadusalo And Other Vegitation By Means Of Manual Including Silt And Depositing The Same Up To Lead Of 30Mt. And All Lift Etc Complete. Sq.Mt. 53 Providing & Fixing Outlets Gates For Canal Including All Material, Labour, Fabrication Transpotation 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. Kg. 54 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. Kg. 55 Providing Murrum Including Spreading The Same And Dressing The Side Slope & Top Surface In Required Grade And Camber With Lead Upto 5.0 Km Etc Complete. Cum 56 Cutting And Removing Green Water Grass ( Pine ) With Silt Under Slushy Condition From Canal Bed Or Bucket Including Dispose Off And Cleaning The Surface Including Removal Of Silt, Debris Etc For All Lead And Lift Etc Complete As Ditected. Sq.Mt. 67 57 Providing And Fixing Guard Stone Of Precast C.C. M-15 I.R.C. Standard And Design 75 X 20 X 20 Cm Including White Washing Etc Complete. ( A ) In Earth No. 58 Providing & Fixing Boundry Stone Of Precast C.C. M-15 I.R.C. Standard & Design 75X20x20 Cm. Including White Washing Etc Complete. ( A ) In Earth No. 59 Providing And Fixing Odinary Kilometer Stone Precast C.C. 1:2:4 Including Necessary Reinforcement As Per I.R.C. Typedesign In C.C. 1:4:8 Including Letter And Paints Etccomplete ( O.D.Road & Village Road Type ) 60 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. No. 61 Cleaning Of The Spillway Gates, Leaf Arms, Tonion And Its Assembly, Foot Bridge, Dhu Etc Ones Per Month, Throughout The Year.With Necessary Material, Equipment, Scaffolding Etc Complete. ( A ) Radial Gate Size 9.14 X 6.10 Mt ( 30’ X 20’ ) Gate Per Year ( B ) Radial Gate Size 12.80 X 8.20 Mt ( 41’ X 27’ ) Gate Per Year ( C ) Radial Gate Size 14.33 X 10.67 Mt ( 47’X 35’ ) Gate Per Year ( D ) Vertical Gate Size 9.10 X 3.05 Mt ( 30’ X 10’ ) Gate Per Year ( E ) Vertical Gate Size 9.10 X 4.50 Mt ( 30’ X 15’ ) Gate Per Year 62 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 Upto 1 Km And All Lift Without Rolling And Watering Etc Complete. Cum 63 Providing Service For Security Of Canal System And Maintaining Smoothly Irrigation Water Distribution Including Operating Canal Regulators And Outlets In Suitable Shifts / Round The Clock As Per Instruction Of Engineer In Charge. Ha. 68 64 Cleaning Of The Hoeny Comb / Female Wasp, From Dam, Spillway Gates, Its Assembly, Foot Bridge H.R.Gates , & Canal Structures, & Buildings & Any Other Structures One Times Of Heonycomb One No. No. 65 Labour Charges For The Premonsoon Clearing , Servicing, Grease, And Repacing Oil C.D.U., E.D.U. Mechanisum Turnbukle Trunion, Roller, Side Roller, Guide Roller, D.H.U. Gear Boxes, Trunion Buckets Hoist Mechanisum Etc All Other Movable Parts For The Spillway Gates Size 30X20 & D.H.Unit And Replacing Cardum Compond To Wire Rope Etc. Complate For Spillway Gates. ( A ) Radial Gate Size 9.14 X 6.10 Mt ( 30 X 20 ) Gate Per Year ( B ) Radial Gate Size 12.80 X 8.20 Mt ( 41 X 27 ) Gate Per Year ( C ) Radial Gate Size 14.33 X 10.67 Mt ( 47X 35 ) Gate Per Year ( D ) Vertical Gate Size 9.10 X 3.05 Mt ( 30 X 10 ) Gate Per Year ( E ) Vertical Gate Size 9.10 X 4.50 Mt ( 30 X 15 ) Gate Per Year 66 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 Gate Per Year 67 Dismentalling Stone / Brick Masonary& Stacking Of Useful And Unuseful Material From The Dismentalled Materials As Directed Etc Complete. ( A ) In Cement Mortar Cum ( B ) In Lime Mortar Cum 68 Romoveming Plaster Including Racking Out Joints 20Mm Deep Etc Complete. ( A ) Cement Plaster Sq.Mt. ( B ) Lime Plaster Sq.Mt. 69 Removing Cement Pointing Including Racking Out Joints 20Mm Deep Etc Complete. Sq.Mt. 70 Dismentalling Of Rcc Work Viz. Slab, Beam, Lintel, Barrel, Staircase, Etc. Including Removing The Steel From The Dismentlled Portion Without Damage To Reinforcement Sorting And Stacking Of Useful And Unuseful Material From The Dismentalled Material As Directed Etc Comp. Cum 69 71 Dismentalling The Rubble Pithing Including Sorting Out Stacking Of Useful Materials At Site Upto Lead 200 Mt. Including Removing The Rubbish As Directed Etc. Complete. ( A ) 23 Cm Thick Pithing Sq.Mt. ( B ) 30 Cm Thick Sq.Mt. ( C ) 45 Cm Thick Sq.Mt. ( D ) 60 Cm Thick Sq.Mt. 72 Surveying Including Chaining, Ranging, Leveling, Jungle Cutting Etc. Complete. Alingments Survey With Cross Section At 30 Mt Interval. Km. 73 Surveying Including Chaining, Ranging, Leveling, Jungle Cutting Etc. Complete. Alingments Survey With Cross Section At 10 Mt Interval. Km. 74 Survying By Total Station Including Measuring Of Alingment Of Earthen Dam / Canal And Creating The Cross Section And Longitudinal Section Profile At 30Mt Interval / Or Closer As Directe And Plotting Etc Complete. The Survey Work Shall Be Carried Ouut For 150 Mt Distance On Both Side. Km 75 Survey By Using Own Total Station For The Topographical And Contour Survey Work 30X30 Mt Grid With 0.5 Mt Contour Interval, Locating All Exiting Features With Preparation And Submission Of Survey Drawing In Ao Size Sheet In One Soft Copy Etc Complete. Hac. 76 Survey By Using Own Total Station For The Topographical And Contour Survey Work 10X10 Mt Grid With 0.5 Mt Contour Interval, Locating All Exiting Features With Preparation And Submission Of Survey Drawing In Ao Size Sheet In One Soft Copy Etc Complete. Hac. 77 Preparing Of Cross Sections And Computing Lsection And Submission In Required Size Paper Etc Complete. No. ( I ) Computing Cross-Section By Software 30M Interval And Submission By Softcopy. No. ( Ii ) Cross-Section Printout A3 Size ( Extra Copy ) No. ( Iii ) Cross-Section Printout A4 Size ( Extra Copy ) No. 78 Computing L-Section As Directed By Engineer In Charge And Submission In Charge And Submission In A3 Or Above Size Paper. No. ( I ) A3 Size ( Extra Copy ) No. ( Ii ) A2 Size ( Extra Copy ) No. ( Iii ) A1 Size ( Extra Copy ) No. ( Vi ) A0 Size ( Extra Copy ) No. 70 79 Supplying Of Graded Stone Aggregate Of Following Sizes ( For W.B.M. Road ) Hand Broken Stone Aggregates 25Mm. To 90 Mm. Size. Cum 80 Supplying Of Graded Stone Aggregate Of Following Sizes ( For W.B.M. Road ) Hand Broken Stone Aggregates 40 Mm. To 63 Mm. Size. Cum 81 Supplying Of Crushed Stone Aggregates Lead Up To 10.00 Km. Cum ( I ) 20.00Mm Cum ( Ii ) 10.00 To 20.00 Mm Cum ( Iii ) 40.00Mm Cum ( Iv ) 40.00 To 63 .00 Mm Cum ( V ) 6.00 To 10.00 Mm Cum 82 Providing Fitter Outsource Services For Flood Control Of Dam Etc. Each 83 Providing Mason ( 1St Class ) Outsource Services For Flood Control Of Dam Etc. Each 84 Providing Carpenter ( 1St Class ) Outsource Services For Flood Control Of Dam Etc. Each 85 Providing Painter Outsource Services For Flood Control Of Dam Etc. Each 86 Providing Plumber Outsource Services For Flood Control Of Dam Etc. Each 87 Hire Charges For Excavator Cum Loader Shawl And Drag Line Incl. Fuel Charges, Oil And All Necessary Materials For Excavation Loading Unloading, Spreading With Upper Clive Cleaner And Incl. All Taxes And Insurance. Etc. Comp. Hrs. 88 Hire Charges For Engaging Tractor With Trailer 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. Hrs. 89 Engaging Unskilled Labour ( Labour Comm. Rate ) Per Day 90 Engaging Skilled Labour ( Labour Comm. Rate ) Per Day 91 Providing Murrum Including Spreading The Same And Dressing The Side Slope & Top Surface In Required Grade And Camber With Lead Upto 10.0 Km Etc Complete. Cum 71 92 Finishing Wall With Water Proofing Cement Paint Of On Wall Surface ( Two Coats ) To Give An Approved Brand And Manufacture And Of Required Shape Even Shade After Thoroguhly Brushing The Surface To Remove All Dirt, And Remains Of Loose Powdered Materials Etc. Complete. Sqm 93 Applying Two Coats Of Birla Or Asian Acrylic Lappy ( Putty ) And Two Coats Of Primer Of Approved Brand And Manufacture On New Wall Surface To Give An Even Shade Including Thoroughly Brushing The Surface Free From Mortar Dropping And Other Foreign Matter And Sand Papered Smooth Sqm 94 Distempering ( Two Coats ) With Oil Bound Distemper Of Approved Brand & Manufacturer & Of Required Shade On Wall Surfaces To Give An Even Shade, Over & Including A Priming Coat With A Distemper Primer Of Approved Brand & Manufacture After Thoroughly Brushing The Surface Free From Mortar Dropping & Other Foreign Matter & Also Including Preparing The Surface Even & Sand Papered Smooth. Sqm 95 Wall Painting ( Two Coats ) With Plastic Emulsion Paint Of Approved Brand And Manufacture On Undecorated Wall Surface To Give An Even Shade Including Thoroughly Brushing The Surface Free From Mortar Droppings And Other Foreign Matter And Sand Papered Smooth. Sqm 96 Providing And Laying 24 X 24 Vitrified 8Mm Thick Tiles Flooring Over 20Mm ( Average ) Base Of Cement Mortar 1:6 ( 1-Cement:6 Coarse Sand ) On New Surface Or Fixing On Existing Flooring By Adhesive Materials Including Dismentalling Of Existing Flooring And Jointed With Colour Cement Slurry Including Finished With Flush Pointing & Cleaning The Surface Etc. Complete For Antiskit Sqm 97 Providing And Laying White Glazed Tiles 6Mm Thick In Sikrting Risers Of Steps And Dedo On 10Mm Thick Cement Plaster 1:3 ( 1-Cement:3- Coarse Sand ) And Jointed With White Cement Slurry ( Upto 10 Ton ) Sqm 98 Providing And Fixing Pre-Cast Rubber Dye / Steel Dye Inter Locking Concrete Block 60Mm Thick With Grade Of Concrete M300 Pnumatic Compressed By Mechanically Pressed And As Per Approved Design Including 35Mm Sand Layer For Levelling And Filling The Joint With Sand In Proper Line And Level Etc Complete. Sqm 72 99 Providing And Laying Broken Chine Mosaic Flooring For Terrace Using 12 Mm To 20 Mm Broken Pieces Of Glazed Tiles To Be Laid Over Cement Mortar 1:3 To Plain Or Slope And To Be Tempered To Bring Mortar Creme Out Upto Surface Using White Cement Including Rounding Off Junctions And Extending Them Upto 15 Cm Along The Wall, Clearing With Water And Oxalic Acid Etc. As Directed Sqm 100 Rolling And Consolidation Of Soiling Including Filling In Depression Which Occurs During The Process With Power Roller 8 To 12 Tonne. Sqm 101 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 Upto 50 Mt. Cum 102 White Washing With Lime On Wall Surface ( Two Coats ) To Give An Even Shade Including Thoroughly Booming The Surface To Remove All Dirt, Dust, Mortar Drops And Other Foreign Matter. Sqm 103 Providing And Fixing Pre-Cast Concrete Kerb Stone Of Gray Cement Based Concrete Block 30Cm Length, 30Cm Height And 15Cm Thick Of M250 Grade Concret As Per Approved Design And Including Excavation For Fixing In Proper Line And Level, Filling The Joint With C:M 1:3 ( 1Cement:3Fine Sand ) Etc Complete. Rmt. 104 Finishing Wall With Weather Proof Exterior Emulsion Paint On Wall Surface ( Two Coats ) To Give An Shape Even Shade After Thoroughly Brushing The Surface To Remove All Dirt And Remains Of Loose Powdered Materials Etc. Complete. Sqm 105 Steel Work, Welded In Built Up Sections Framed Work Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Read Lead Paint. ( A ) In Beam And Joists, Channels Angles Tees, Flats With Connecting Plates Or Angle Cleats As In Main And Cross Beams. Hip And Jack Rafters, Purlins Connected To Common Rafters And The Like.
