Day To Day Emergent Nature Of Works In Phe Sd S.Kote- 1 Excavating Trenches Of Required Widthfor Pipes, Cables Etc Including Excavation Of Rocks, Dressing Of Sides Ramming Of Bottomsdepth Up To 0.50 M Including Getting Out The Excavated Soil And Disposing Of Surplus Soil Up To 50 M Lead With All Kind Of Soil . 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) In Foundations Drains, Pipes And Cables Etc ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Trenches Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M Including Getting Out Excavated Soil And Disposal Of Surplus Soil As Directed Within Lead Of 50 M . All Kinds Of Soil. 3 Dismentling Manualy / Mechanically Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meter Lead I ) Bituminous Road 4 Ii ) Wbm 5 Dismantling Tile Work In Floors And Roof Laid In Cement Mortar Including Stacking Material With In 50 Meters Leada ) For Thickness Of Tiles 10 Mm To 25 Mm 6 B ) For Thickness Of Tiles Above 25 Mm And Upto 40 Mm. 7 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Materialwith In 50 Mtrs Leada ) 1: 3: 6 Or Richer Mix. 8 B ) 1:4:8 Leaner Mix. 9 Laying And Fitting Of Gi Pipes Complete Excluding Cost Of Pipes And Earth Worka ) 15 Mm Dia 10 B ) 20 Mm Dia. 11 C ) 25 Mm Dia 12 D ) 32 Mm Dia. 13 E ) 40 Mm Dia. 14 F ) 50 Mm Dia. 15 G ) 65 Mm Dia. 16 H ) I ) 80 Mm Dia ( L ) 17 Ii ) 80 Mm Dia ( M ) 18 I ) 100 Mm Dia ( L ) 19 Ii ) 100 Mm Dia ( M ) 20 I ) 150 Mm Dia ( L ) 21 Ii ) 150 Mm Dia ( M ) 22 Providing / Laying And Fitting Of Gi Pipes Complete A ) 15 Mm Dia 23 B ) 20 Mm Dia. 24 C ) 25 Mm Dia 25 D ) 32 Mm Dia. 26 E ) 40 Mm Dia. 27 F ) 50 Mm Dia. 28 G ) 65 Mm Dia. ( L ) 29 G2 ) 65 Mm Dia. ( M ) 30 H ) I ) 80 Mm Dia ( L ) 31 Ii ) 80 Mm Dia ( M ) 32 I ) 100 Mm Dia ( L ) 33 Ii ) 100 Mm Dia ( M ) 34 Laying And Fitting Of Hdpe Pipes Complete Excluding Cost Of Pipes And Earth Worka ) 20Mm Dia 35 C ) 25 Mm Dia 36 D ) 32 Mm Dia. 37 E ) 40 Mm Dia. 38 F ) 50 Mm Dia. 39 G ) 63 Mm Dia. 40 G ) 75 Mm Dia. 41 Laying S & S Centrigugaly Cast ( Spun ) Ductile Iron / Ms Pipe.A ) 100 Mm Diad.I. Class K-7 Pipes 42 B ) 150 Mm Diad.I. Class K-7 Pipes 43 C ) 200 Mm Dia . “ 44 D ) 250 Mm Dia “ 45 E ) 300 Mm Dia “ 46 Fabrication Of Joints Complete Job Including E.W / Cutting / Bending Rethreading 47 I ) Demolition Of Concrete 1:4:8 48 A ) 25 Mm Dia To 50 Mm Dia. 49 B ) 65 Mm Dia To 100 Mm Dia. 50 C ) 125 Mm Dia To 150 Mm Dia. 51 D ) 200 Mm Dia. 52 E ) 250 Mm Dia. 53 F ) 300 Mm Dia. 54 Dismantling Gi Pipes ( External Work ) Including Excavation And Refilling After Taking Out The Pipes, Manually / By Mechanicalmeans Including Stacking Of Pipes With In 50 Mtrs Lead., A ) 15Mm To 40 Mm Dia Nominal Bore 55 B ) Above 40 Mm Nominal Bore. 56 Dismantling Ci Pipes Including Excavation And Refilling Trenches After Taking Out The Pipes Manually By Mechanical Means Breaking Lead Caulked Joints, Melting Of Lead And Making Into Blocks Including Stackingof Pipes And Lead At Site With 50 Mtrs Lead As Per Direction Of Engineer Inchargea ) Upto 150 Mm Dia.. 57 B ) Above 150 Mm To 300 Mm Dia / 58 Providing Lead Caulked Joints To Spun Iron Or C.Iand Specials Including Testing Of Joints But Excluding The Cost Of Pig Leada ) 100 Mm Dia. 59 B ) 125 Mm Dia. 60 C ) 150 Mm Dia. 61 D ) 200 Mm Dia. 62 E ) 250 Mm Dia 63 F ) 300 Mm Dia. 64 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. Layers Not Exceeding 20 Cm In Depth, Consolidating Each Depositedlayers Lead Upto 50 M And Lift Upto 1.5 M 65 Disposal Of Surplus Excavated Earth Complete Job Upto 1 Km By Mech Transport ( Carriage ) 66 Chequrred Precast Cement Concrete Tiles 22 Mm Thick In Footpath And Courtyard Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles Including Rubbing And Clearing Etc. Complete On 20 Mm Thick Bed Of Cement Mortar 1: 4 ( 1 Cement: 4 Coarse Sand ) Excluding Cost Of Tiles.A ) Ordinary Cement Without Any Pigment, 67 Supply Of Fitter / Mazdoor / Mason Etc.I ) Supply Of Fitter ( 2Nd Class ) 68 Ii ) Supplyof Labour ( Mazdoor ) 69 Iii ) Supply Of Massona ) Ist Class 70 Iv ) 2Nd Class 71 Push On Joints To Centrifugally ( Spun ) Cast- Iron Pipes Or Ductile Iron Pipes Including Testing But Excluding The Cost Of Rubbergasket ( Labour Rate Only ) A ) 100 Mm Dia. 72 B ) 150 Mm Dia. 73 C ) 200 Mm Dia. 74 D ) 250Mm Dia. 75 E ) 300 Mm Dia. 76 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15°, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Five Level Including Curing But Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement With1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 77 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Suspended Floors, Roofs, Landings, Balconies And Access Platforms 78 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level 79 Finishing Walls With Water Proofing Cement Paint Of Required Shade On New Work ( Two Or More Coats Applied @ 3.84 Kg / 10Sqm ) 80 Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) 81 Providing And Mixing Water Proofing Material In Cement Concrete Work In Doses By Weight Of Cement As Per Manufacturer’S Specification. ( 1 Kg Of Water Proofing Material In 50 Kg Of Cement ) 82 Applying Priming Coat:With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron / Steel Works 83 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. Two Or More Coats On New Work 84 Colour Washing Such As Green Blue Or Buff Etc. To Give An Even Shade New Work ( Two Or More Coats ) With Basecoat Of Whiting 85 White Washing With Lime To Give An Even Shade On New Work ( Three Or More Coats ) 86 Laying In Position S & S Or Flanged Ci Special Such As Tees Bends, Collars, Tappers And Caps Etc ( Excluding Cost Of Specials ) . 87 Locating / Tracing Of Blockages / Leakages Including Excavation Of Pits. 88 Carriage Of Department Material From Divisional Store To Site Of Work Average Distance 10 Kms By Mechanical Transport ( Paid As Per Actual Distance In Volved At Site Shall Be Paid As Per S.S. Of Rates 2012 ) .A ) G.I.Pipe And Fitting. 89 B ) Cement 90 C ) Steel. 91 Ductile Iron / M.S.Pipes / J ) 100 Mm Dia. 92 Ii ) 150 Mm Dia. 93 Iii ) 200 Mm Dia. 94 Iv ) 250 Mm Dia. 95 V ) 300 Mm Dia 96 Carriageof Departmental Material From Stacking Place To Site Of Work Average 200 Mtrs By Head Load ( Paid As Per Actual Distance Involved At Site ) A ) G.I.Pipe And Fitting. 97 B ) Cement 98 C ) Steel. 99 Replacement Of C.I Sluice Valves / Check Valves Complete With Bolts, Nuts, Rubber Insertions Etc. ( Sluice Valves / Check Valves To Be Supplied By The Department ) 100 200 Mm Dia 101 150 Mm Dia 102 100 Mm Dia 103 80 Mm Dia 104 65Mm Dia 105 50Mm Dia 106 Fixing / Replacement Of Gm Gate Valves / Brass Stop Cocks Complete ( Gate Valves / Brass Stop Cocks Complete Gate Valves / Stop Cocks To Be Supplied By The Department ) Including Bends, Collars, Unions And Other Allied Items 107 150Mm Dia 108 100Mm Dia 109 80Mm Dia 110 65Mm Dia 111 50Mm Dia 112 40Mm Dia 113 25Mm Dia 114 20Mm Dia 115 Providing / Fixing Of Gi Union In Gi Pipesincluding Cutting , Rethreading Etc. 116 80 Mm Dia 117 65 Mm Dia 118 50 Mm Dia 119 40 Mm Dia 120 32 Mm Dia 121 25 Mm Dia 122 20 Mm Dia 123 Providing / Fixing Of Gate Valvein Gi Pipes Including Cutting , Rethreading Etc. 124 80Mm Dia 125 65Mm Dia 126 50Mm Dia 127 40Mm Dia 128 32Mm Dia 129 25Mm Dia 130 20Mm Dia 131 Providing / Fixing Of Check Valve Of Approved Quality 132 80 Mm Dia 133 65 Mm Dia 134 50 Mm Dia 135 40 Mm Dia 136 32 Mm Dia 137 25 Mm Dia 138 Making Connection Of G.I Distribution Branch With G.I Main Of Following Sizes By Providing And Fixingtee, Includingcutting And Threadingthe Pipe Etc. Complete ( 25 Mm To 40Mm Nominal Bore ) 139 50Mm To 80Mm Nominal Bore 140 Carriage Of D.I / M.Sfrom Stacking Site To Site Of Workat An Average Distance Of 200 Meters By Head Load.I ) 100 Mm Dia. 141 Ii ) 150 Mm Dia. 142 Iii ) 200 Mm Dia. 143 Iv ) 250 Mm Dia 144 V ) 300 Mm Dia. 145 Vi ) 600 Mm Dia , 700 Mm Dia , 750 Mm Diaand800 Mm Dia. 146 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brushwood, Trees And Saplings Of Girth Upto 30 Cm Measured At Height Of 1 M Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 147 Pumping Out Water Caused By Springs, Tidal Or River Seepage, Broken Water Mains Or Drains And The Like. 148 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding Thecost Of Centring And Shuttering-All Work Upto Plinth Level 1:3:6 ( 1 Cement: 3 Coarse Sand 6 Graded Stone Aggregate Of 20 Mm Nominal Size ) ( Crushed ) 149 Demolishing Dry Brick Pitching In Floors, Drains Etc. Including Stacking Serviceable Material And Disposal Of Unserviceable Material With In 50 Meters Lead 150 Dry Brick On Edge Flooring With Bricks Of Class Designation 75 On A Bed Of 12Mm Mud Mortar Including Fitting Joints With Sand ( With F.P.S Bricks ) 151 Brick Work With Common Burnt Clay Fps ( Non-Modualar ) Bricks Of Class Designation 75 In Foundation And Plinth In:A ) Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 152 B ) Cement Mortar 1: 6 ( 1 Cement: 6 Coarse Sand ) 153 Half Brick Masonry With Bricks Of Class Designation 75 In Foundation And Plinth In:-Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 154 Providing And Laying In Positioncement Concrete Excluding The Cost Of Centring , Shuttering, Finishing All Work Upto Plinth Level ( 1: 4: 8 ) 1. Cement : 4 Coarse Sand 8 Graded Stone Aggregate 40Mm Nominal Size ) Crushed. 155 Dumping Of Stone ( Excluding Cost Of Stone ) In Horizontal On Level. 156 Repair To Plaster Of Thickness 12Mm To 20 Mm In Patches Of Area 2.5Sqm And Under, Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing Plastering The Wall Surface With White Cement Based Polymer Modified Self Curing Mortar, Including Disposal Of Rubbish, All Complete As Per The Direction Of Engineer-In-Charge. 157 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours And Shades, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Including Grouting The Joint With White Cement And Matching Pigments Etc. Complete. 158 Size Of Tile 600X600 Mm 159 Size Of Tile 500X500 Mm 160 Size Of Tile 300X300 Mm 161 Cleaning Of Under Ground Sump, Over Head R.C.C. Tank ( Independentstaging ) Including Disposal Of Slit And Rubbish, All As Per Direction Ofengineer-In-Charge. The Cleaning Shall Consist Following Operations:- ( I ) Tank Shall Be Emptied Of Water By Pumping & Bottom Shall Be Cleaned Of Silt And Other Deposits. ( Ii ) Entire Surface Area Of The Sump Shall Then Scrubbed Thoroughly With Wire Brush Etc. And Pressure Washed With Water. ( Iii ) Chlorination Of Rcc Internal Surface By Liquid Chlorine. ( Iv ) The Treated Surface Shall Be Dried Using Air Jetting And All Looseparticles Shall Be Removal From The Surface. ( V ) Finally The Surface Shall Be Treated With Ultraviolet Radiation Etc. As Per Direction Of Engineer-In-Charge. 162 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. ( Note: -Butt Hinges And Necessary Screws Shall Be Paid Separately ) .Second Class Deodar Wood 35Mm Thick 163 Providing And Fixing Wire Gauze Shutters Using Galvanized M.S. Wire Gauze Of Average Width For Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.63 Mm For Doors, Windows And Clerestory Windows With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws As Per Direction Of Engineer-In-Charge :Second Class Deodar Wood 35Mm Thick 164 Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Materialand Disposal Of Unserviceable Material Within 50 Metres Lead.In Cement Mortar 165 Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 690 Gms 166 Removing Mortar From Bricks And Cleaning Bricks Including Stacking Within A Lead Of 50 M ( Stacks Of Cleaned Bricks Shall Be Measured ) From Brick Work In Cement Mortar, 167 Carriage Of Sand, Bajri, Stones Bricks / Tiles From Nearest Source To Site Of Work Incl. Loading, Unloading And Stacking Complete ( To Be Paid As Per Actual Distance Involved At Site ) A ) Sand Average Distance 10 Km By Mt 168 B ) Bajri Above 40 Mm Average Distance 10 Km By M.T. 169 C ) Bajri Below 40 Mm Average Distance 10 Km By M.T. 170 D ) Stones Average Distance 10 Km By Mech. Transport. 171 E ) Bricks Average Distance Of 10 Km By Mech, Transport. 172 F ) Tiles Average Distance Of 10 Km By Mech. Transport. 173 Carriage Of Material From Source To Site Of Work Average 1Km By Head Load.A ) Sand. 174 B ) Bajri Below 40 Mm. 175 C ) Stone Aggregate 40 Mm And Above. 176 D ) Stones. 177 E ) Bricks. 178 F ) Brick Tiles
