Annual Rate For Various Item Of Material Supply And Labour For Road And Building Works.-1 Earthwork For Embankment Including Breacking Clods, Dressing With All Lead And Lift. ( Excluding Watering And Consolidation From Borrow Pits Within Land Width. 2 Earthwork For Embankment Including Breacking Clods, Dressing With All Lead And Lift. ( Excluding Watering And Consolidation From Borrow Pits Within 0.50Km 3 Earthwork For Embankment Including Breacking Clods, Dressing With All Lead And Lift. ( Excluding Watering And Consolidation From Borrow Pits Within 1.00Km 4 Earthwork For Embankment Including Breacking Clods, Dressing With All Lead And Lift. ( Excluding Watering And Consolidation From Borrow Pits Within 2.00Km 5 Rolling Of Earth Work In Layers With Power Roller Including Filling In Depression Which Occur During The Process. 6 Watring Of Earth Work In Layers With Power Roller Including Filling In Depression Which Occur During The Process. 7 Earthwork In Cutting Including Preparing The Slope And Camber And Stacking Or Utilising The Cutting Stuff In Bank As Directed Upto 200 Meter From The End Of Cutting With All Lead And Lift. ( I ) Soft Murrum 8 Earthwork In Cutting Including Preparing The Slope And Camber And Stacking Or Utilising The Cutting Stuff In Bank As Directed Upto 200 Meter From The End Of Cutting With All Lead And Lift. ( Ii ) Hard Murrum 9 Box Cutting The Road Surface To Proper Slope And Camber For Making A Base For Road Work Including Removing The Excavated Stuff And Depositing On The Road Side Slopes As Directed Upto 50Mts. Lead. 10 Supplying Of Graded Stone Agg. Of Following Sizes ( For W.B.M. Road ) ( At Quarry ) ( A ) Hand Broken Stone Agg. 40Mm To 63Mm Size. 11 Supplying Of Graded Stone Agg. Of Following Sizes ( For W.B.M. Road ) ( At Quarry ) B ) Hand Broken Stone Agg. 25Mm To 90Mm Size. 12 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed.0 / 0 To 1 / 0 Km. 13 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed. 0 / 0 To 2 / 0 Km. 14 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed. 0 / 0 To 3 / 0 Km. 15 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed.0 / 0 To 4 / 0 Km. 16 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed. 0 / 0 To 5 / 0 Km. 17 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed. Above 5 Km And Upto 10Km. 18 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed. Above 10Km And Upto 15Km. 19 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed. Above 15Km And Upto 25Km. 20 Carting Charge Of Hand Broken Stone Agg. With Own Vehicle As Directed. Above 25Km And Upto 50Km. 21 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( A ) 40 To 63Mm Size. 22 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( B ) 40Mm Size. 23 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( C ) 25 To 40Mm Size. 24 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( D ) 12 To 20Mm Size. 25 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( E ) 20Mm Size. 26 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( F ) 10Mm Size. 27 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( G ) 12Mm Size. 28 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( H ) 10Mm To 12Mm Size. 29 Supplying Of Crushed Stone Agg. Chipping Etc. Of Hard Stone Of Following Nominal Size, Free Of Desintegrated Pieces, Deletarious And Organic Matter ( For Bitumen Surface Dressing Etc. ) And Grading As Per I.R.C. Code ) At Quarry. ( I ) 6Mm Size Gritt. 30 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. 0 / 0 To 1 / 0 Km. 31 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. 0 / 0 To 2 / 0 Km. 32 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. 0 / 0 To 3 / 0 Km. 33 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. 0 / 0 To 4 / 0 Km. 34 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. 0 / 0 To 5 / 0 Km. 35 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. Above 5 Km And Upto 10Km. 36 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. Above 10Km And Upto 15Km. 37 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. Above 15Km And Upto 25Km. 38 Carting Charge Of Sand And Crushed Stone With Own Vehicle As Directed. Above 25Km And Upto 50Km. 39 Supplying Of Coarse Clean Sharp Sand At Quarry. 40 Supplying Of Murrum Or Binding Materials On Quarry Site. 41 Supplying Of Hard Murrum 50Mm To 150Mm. At Quarry Site 42 Supplying Of Quarry Waste At Quarry Site. 43 Supplying Of Stone Dust At Quarry Site. 44 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. 0 / 0 To 1 / 0 Km. 45 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. 0 / 0 To 2 / 0 Km. 46 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. 0 / 0 To 3 / 0 Km. 47 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. 0 / 0 To 4 / 0 Km. 48 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. 0 / 0 To 5 / 0 Km. 49 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. Above 5 Km And Upto 10Km. 50 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. Above 10Km And Upto 15Km. 51 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. Above 15Km And Upto 25Km. 52 Carting Charge Of Soft Murrum / Hard Murrum / Quarry Weste / Stone Dust. With Own Vehicle As Directed. Above 25Km And Upto 50Km. 53 Sreading The Stone Agg. For Soling And W.B.M. Including Filling The Intersties Forming The Surface To Required Camber And Gradient As Directed. 54 Spreading Murrum Blindage / Sand / Quarry Weste / Stone Dust Or Road Crust, Filling The Gaps In Metal And Levelling To Camber And Gradient As Directed. 55 Rolling And Consolidation Of Soling Including Filling In Depression Which Occur During The Process With Power Roller Exceeding 8 Tonnes And Not Exceeding 12 Tonnes. 56 Supplying Of Rubble Of Good Quality At Quarry Site. 57 Supplying Of Rubble Not Less Than 40Kg Weight At Quarry Site. 58 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. 0 / 0 To 1 / 0 Km. 59 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. 0 / 0 To 2 / 0 Km. 60 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. 0 / 0 To 3 / 0 Km. 61 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. 0 / 0 To 4 / 0 Km. 62 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. 0 / 0 To 5 / 0 Km. 63 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. Above 5 Km And Upto 10Km. 64 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. Above 10Km And Upto 15Km. 65 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. Above 15Km And Upto 25Km. 66 Carting Charge Of Solling And Rubble With Own Vehicle As Directed With Diesel Driver. Above 25Km And Upto 50Km. 67 Preparing Surface By Brushing With Wire Brushes For Removing Craked Mud. Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc. ( A ) Water Bound Macadam Surface. 68 Preparing Surface By Brushing With Wire Brushes For Removing Craked Mud. Etc. Sweeping With Brooms And Finally Fanning The Cleaned Surface With Gunny Bags To Remove All Loose Dirt Etc. ( B ) Black Top Surface. 69 Surface Dressing In Two Coat With Bitumen Using 18 Kg. Bitumen Per 10Sqm With 0.15 Cum Of Stone Chipping 12Mm. Nominal Size Per 10 Sqm. Or Road Surface For First Coat And 11Kg. Of Bitumen With 0.10 Cum Of Stone Chipping 10Mm.Nominal Size Per 10Sqm. Of Road Surface For Second Coat Excluding Rolling And Consolidation Etc. Complete. ( Stone Chipping And Bitumen Shall Be Paid Sapretely ) . 70 Surface Dresssing One Coat Wth Paving Bitumen Using 18Kg. Bitumen Per 10 Sqm. With 0.15 Cum. Of Stone Chipping 12Mm.L Size Per Ten Sqm. Of Road Surface Excluding Rolling And Consolidation ( Stone Chipping And Bitumen Shall Be Paid Sepretaly ) 71 Consolidation Of Surface Dresssing With Power Roller Including Cost Of Fuel, Hire Charges Or Roller Etc. 72 Consolidation Of Open Graded Pre-Mixd Asphalt Carept With Power Roller Including Cost Of Fuel, Hire Charges Of Roller Etc. Comp. 73 Consolidation Of Build Up Spray Grout In Required Layer With Power Roller Including Cost Of Fuel, Hire Charges Of Roller Etc. Comp. 74 Bitumen Surface Grouting By Doing Necessary Box Cutting Of 0.20M , Supplying 25 To 40Mm , 40To 63Mm Metal And Sprading The Same Layer Wise Including Rolling And Watering With Tack Coat Of 2Kg / Sqm On Top And Supplying And Spreading 6Mm Grit On Top Surface For Dressing Per300sqm 75 Rent Of Road Roller With Deisel And Direver ( The Weight Of Road Roller Should Be Not Less Than 8 To 12 Tonnes. ) 76 Rent For Water Tanker With Water, Diesel And Driver. ( A ) Capacity Upto 5000Liters. 77 Rent For Water Tanker With Water, Diesel And Driver. ( B ) Capacity Upto 10000 Liters. 78 Rent For Truck With Diesel And Driver. 79 Rent For Tractor With Diesel And Driver. 80 Hiring Of Backhoe Loader / Jcb Including Diesel And Driver Use On Emergency Basis 81 Rent For Tractor With Diesel And Driver And With Trolly And Other Equipment. 82 Labour Work For Metal Patch With Incl. Spreading Of H.B. Metal / Crushed Metal As Directed And Apllying Asphalt 5Kg / 10Sqm. For Teack Coat Incl. Rolling And Consolidation With Power Roller As Directed. 83 Labour Work For Metal Patch With Incl. Spreading Of H.B. Metal / Crushed Metal As Directed And Apllying 10Kg / 10Sqm For Metal Patchwork. Incl. Rolling And Consolidation With Power Roller As Directed. 84 Labour Work For Spreading The Asphalt Mix Material Supplied At Site For Patch Work Incl. Cleaning The Surface By Brushing Etc. Complete As Directed. 85 Carting Of Mix Material For Asphalt Patch Work For Hot Mix Plant Site To Work Site As Directed. ( A ) Upto 15Km. Lead. 86 Carting Of Mix Material For Asphalt Patch Work For Hot Mix Plant Site To Work Site As Directed. ( B ) From 15 / 0 To Every Kimometer Per M.T. Mix. 87 Providing And Fixing Hectometer As Per I.R.C. Type Design Including Painting Lettering Etc. Complete Fixing In Earth. 88 Providing And Fixing Hectometer As Per I.R.C. Type Design Including Painting Lettering Etc. Complete Fixing C.C. 1:5:10 89 Providing And Fixing Hectometer Stone Of Precast C.C. 1:2:4 Including Necessary Reinforcement As Per I.R.C. Type Design Including Painting And Lettering Etc. Comp. ( I ) C.C. 1:5:10 90 Providing And Fixing Guard Stone As Per I.R.C. Type Design Incl. White Washing Etc. Complete Fixing In Earth. Labour Charge Consider 91 Providing And Fixing Guard Stone As Per I.R.C. Type Design Incl. White Washing Etc. Complete Fixing In C.C. 1:5:10. 92 Providing And Fixing Guard Stne Of Precast C.C. 1:2:4 Incl. Necessary Reinforcement As Per I.R.C. Type Design Incl. White Washing Etc. Comp. ( I ) C.C. 1:5;10 93 Providing And Fixing Boundary Stone As Per I.R.C. Type Design Including Painting, Carving, Lattering Etc. Complete.Fixing In Earth. 94 Providing And Fixing Boundary Stone As Per I.R.C. Type Design Including Painting, Carving, Lattering Etc. Complete.Fixing In 1:5:10. 95 Providing And Fixing Ordinary Kilometer Stone Of App. Hard Stone As Per I.R.C. Type Design In C.C. 1:4:8 Inclding Painting, Lettering Etc. Complete. 96 Providing And Fixing Ording Kilometer Stone Of Precast C.C. 1:2:4 Incl. Necessary Reinfoircement As Per I.R.C. Type Design In C.C. 1:4:8 Incl. Lettering And Paint Etc. Complete For M.D.R. 97 Providing And Fixing Ording Kilometer Stone Of Precast C.C. 1:2:4 Incl. Necessary Reinfoircement As Per I.R.C. Type Design In C.C. 1:4:8 Incl. Lettering And Paint Etc. Complete For O.D.R, . / V.R. 98 Providing And Fixing 5Th Kilometer Stone Of Approved Hard Stone As Per I.R.C. Type Design In C.C. 1:4:8 Including Painting, Lettering Etc. Complete. 99 Providing And Fixing 5Th Kilometer Stone Of Precast C.C. 1:2:4 Incl. Necessary Reinforcement As Per I.R.C. Type Design C.C. 1:4:8 Incl. Lettering And Painting Etc. Comp. For Mdr. 100 Providing And Fixing Indicator Stone As Per I.R.C. Type Design In C.C. 1:4:8 Including White Washing Etc. Complete. Fixing In Earth. 101 Providing And Fixing Indicator Stone Of Precast C.C. 1:2:4 Incl. Necessary Reinforcement As Per I.R.C. Type Design Incl. White Washing Etc. Comp. ( I ) Fixing C.C.1:5;10 102 Providing And Fixing Road Sign Board Of M.S. Plate And Angle Uron Including Painting, Lettering Etc. Complete Including Fixing In C.C. 1:4:8 With Necessary Excavation Etc. Complete As Per I.R.C. Type Design Non Reflective Type. 103 Providing And Fixing Village Name Board As Per Standard I.R.C. Type Design Of Steel Plate Including Painting, Lettering Etc. Complete Including Fixing In C.C. 1:4:8 Block With Necessary Excavation Complete. 104 Providing And Fixing Junction Boards Of M.S. Plates And Angles As Per Standard I.R.C. Type Design, Including Fixing In C.C. 1:4:8 Block With Necessary Excavation, Painting, Figuring And Lettering On Boards Etc. Complete. 105 Painting And Lettering With Enamal Paint 3- Coats Etc. Complete. ( A ) Ordinary Km. Stone For Mdr. 106 Painting And Lettering With Enamal Paint 3- Coats Etc. Complete. ( B ) Ordinary Km. Stone For Odr / Vr 107 Painting And Lettering With Enamal Paint 3- Coats Etc. Complete. © 5Th K.M. Stone. 108 Painting And Lettering With Enamal Paint 3- Coats Etc. Complete. ( D ) Hectometer Stone. 109 Painting And Lettering With Enamal Paint 3- Coats Etc. Complete. ( E ) Road Sign Boards. 110 Painting And Lettering With Enamal Paint 3- Coats Etc. Complete. ( F ) Village Boards. 111 Painting And Lettering With Enamal Paint 3- Coats Etc. Complete. ( G ) Junction Boards. 112 Labour Charges For Dry Stone Pitching 15Cm. Thick Including Preparing The Surface. 113 Labourcharges For Dry Stone Pitching 22.5Cm. Thick Including Preparing The Surface. 114 Excavation For Foundation Upto 1.5M. Depth Incl. Sorting Out And Stacking Of Useful Materials And Disposing Of The Excavated Stuff Upto 50M. Lead. ( A ) Loose Or Soft Soil. 115 Excavation For Foundation Upto 1.5M. Depth Incl. Sorting Out And Stacking Of Useful Materials And Disposing Of The Excavated Stuff Upto 50M. Lead. ( B ) Dense Or Hard Soil. 116 Excavation For Foundation Upto 1.5M. Depth Incl. Sorting Out And Stacking Of Useful Materials And Disposing Of The Excavated Stuff Upto 50M. Lead. © Hard Murrum. 117 Filling Available Excavated Earth ( Exlucing Rock ) In Trenches Plinth Sides Of Foundation Etc.In Layers. 118 Filling In Foundation And Plinth With Murrum Or Selected Soil In Layrs Of 20Cm. Thickness Including Watering Ramming And Consolidating Etc. Complete. 119 Filling Around The Pieps With Murrum Including Dresssing, Tempering Etc. Comp. 120 Supplying And Filling Of Empty Cement Bags With Local Sands.And Stitching With Thread.And Placing It On The Road Side Bank For Protection As Directed. Incl. Cost Of Empty Cement Bags. And Other Material And Labour. 121 Providing And Laying Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4, Cruhsed Stone Agg. 20Mm Nominal Size ) And Curring Complete Excluding Cost Of Formwork In Foundation And Plinth. 122 Providing And Casting In Situ Ordinary Cement Concrete M-200 For 150Mm. Thick Wearing Coat Laid As Directed Including Tamping Vibrating, Finishing Curing And Filling In Joints With Bitumen Complete. 123 Providing And Casting In Situ Controlled Cement Concrete M200 For Avg 75Mm Thick Wearing Coat Laid As Directed Includinng Tamping , Vibrating, Finishing Curing And Filling Joit With Bitumin Complete 124 Providing And Laying Cement Concrete 1:5:10 ( 1, Cement, 5, Course Sand, 10, Hand Broken Stone Agg. 40Mm Nominal Size ) And Curring Complete Excluding Cost Of Formwork In Foundation And Plinth. 125 Providing And Casting In Situ Ordinary Cement Concrete M-100 Mix For Well Steining Incl. Necessary Shuttering, Laying, Vibrating And Curring Complete. 126 Providing And Casting In Situ Ordinary Cement Concrete M-100 And Providing Necessary Pin Headers Incl. Shuttering, Scafolding, Laying Vibrating, Curring And Finishing Cimp. With V-Groves. Height From 0.0 To 5.0M. 127 Providing And Casting In Situ Ordinary Cement Concrete M-100 And Providing Necessary Pin Headers Incl. Shuttering, Scafolding, Laying Vibrating, Curring And Finishing Cimp. With V-Groves. Height From 5.0 To 10.0M 128 Providing And Casting In Situ Ordinary Cement Concrete M-100 And Providing Necessary Pin Headers Incl. Shuttering, Scafolding, Laying Vibrating, Curring And Finishing Cimp. With V-Groves. Height From 10.M To 15.0M 129 Providing And Casting In Situ Ordinary Cement Concrete M-100 And Providing Necessary Pin Headers Incl. Shuttering, Scafolding, Laying Vibrating, Curring And Finishing Cimp. Without V-Groves. Height From 0.0 To 5.0M. 130 Providing And Casting In Situ Ordinary Cement Concrete M-100 And Providing Necessary Pin Headers Incl. Shuttering, Scafolding, Laying Vibrating, Curring And Finishing Cimp. Without V-Groves. Height From 5.0 To 10.0M 131 Providing And Casting In Situ Ordinary Cement Concrete M-100 And Providing Necessary Pin Headers Incl. Shuttering, Scafolding, Laying Vibrating, Curring And Finishing Cimp. Without V-Groves. Height From 10.M To 15.0M 132 Plain / Reinforced Cement Concrete In Sub Structure Complete As Per Drawings And Technical Specification Clause 802, 804, 805, 806, 807, 1202 And 1204 Of Mord 2004. For Height Upto 5.00Mt. ( I ) P.C.C. Grade M-15 ( I ) Nomial Mix 1:2.5:5 133 Providing And Laying Cement Concrete 1:4:8 ( 1, Cement, 4, Sand, 8 Machine Cruhsed Stone Agg. 40Mm Nominal Size ) And Curring Complete Excluding Cost Of Formwork In Foundation And Plinth. 134 Providing And Casting In Situ Ordinary Cement Concrete M-200 For Average 75 / 100Mm Thick Wearing Coat Laid As Directed Incuding. Tamping, Vibrating, Finishing, Curring And Filling In Joints With Bitumen Complete. 135 Pointing On Uncoursed Stone Masonary With Cement Mortar 1:3 ( 1, Cement, 3, Sand ) A. Flush Pointing. 136 Providing 15Mm Thick Cement Plaster In Single Coat On Brick / Concrete Wall For Interior Plastering Upto Floor Two Level, Finished Even And Smooth In Cement Mortar 1:3 ( 1, Cement, 3, Sand ) 137 Supplying, Bending, Binding And Placing In Position Tmt Bar Reinforcement For R.C.C. Work Etc. Complete. 138 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-2 Of Following Internal Diameter. ( A ) 300Mm Dia 139 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-2 Of Following Internal Diameter. ( B ) 450Mm Dia 140 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-2 Of Following Internal Diameter. ( C ) 600Mm Dia 141 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-2 Of Following Internal Diameter. ( D ) 750Mm Dia. 142 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-2 Of Following Internal Diameter. ( E ) 900Mm Dia. 143 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-2 Of Following Internal Diameter. ( F ) 1200Mm Dia. 144 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-3 Of Following Internal Diameter. ( A ) 300Mm Dia 145 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-3 Of Following Internal Diameter. ( B ) 450Mm Dia 146 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-3 Of Following Internal Diameter. ( C ) 600Mm Dia 147 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-3 Of Following Internal Diameter. ( D ) 750Mm Dia. 148 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-3 Of Following Internal Diameter. ( E ) 900Mm Dia. 149 Supplying And Fixing Reinforced Concrete Heavy Duty Nonpresure Pipes With Collars For Culverts Including Setting And Jointing The Pipes In C.M. 1:2 Watering And Laying ( To Level Or Slope ) Of I.S. Class Np-3 Of Following Internal Diameter. ( F ) 1200Mm Dia. 150 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-2 Of Following Internal Diameter. ( At Factory Site. ) ( A ) 300Mm Dia 151 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-2 Of Following Internal Diameter. ( At Factory Site. ) ( B ) 450Mm Dia 152 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-2 Of Following Internal Diameter. ( At Factory Site. ) ( C ) 600Mm Dia 153 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-2 Of Following Internal Diameter. ( At Factory Site. ) ( D ) 750Mm Dia. 154 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-2 Of Following Internal Diameter. ( At Factory Site. ) ( E ) 900Mm Dia. 155 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-2 Of Following Internal Diameter. ( At Factory Site. ) ( F ) 1200Mm Dia. 156 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-3 Of Following Internal Diameter. ( At Factory Site. ) ( A ) 300Mm Dia 157 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-3 Of Following Internal Diameter. ( At Factory Site. ) ( B ) 450Mm Dia 158 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-3 Of Following Internal Diameter. ( At Factory Site. ) ( C ) 600Mm Dia 159 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-3 Of Following Internal Diameter. ( At Factory Site. ) ( D ) 750Mm Dia. 160 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-3 Of Following Internal Diameter. ( At Factory Site. ) ( E ) 900Mm Dia. 161 Supplying Reinforced Concrete Heavy Duty Non-Presure Pipes With Collars For Culverts Of I.S. Class Np-3 Of Following Internal Diameter. ( At Factory Site. ) ( F ) 1200Mm Dia. 162 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. 0 / 0 To 1 / 0 Km. 163 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. 0 / 0 To 2 / 0 Km. 164 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. 0 / 0 To 3 / 0 Km. 165 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. 0 / 0 To 4 / 0 Km. 166 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. 0 / 0 To 5 / 0 Km. 167 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. Above 5 Km And Upto 10Km. 168 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. Above 10Km And Upto 15Km. 169 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. Above 15Km And Upto 25Km. 170 Carting Charge For R.C.C. Pipe. With Own Wehicle As Directed At Site Of Work. Above 25Km And Upto 50Km. 171 Demolition And Disposal Of Un Serviceable Materials And Stacking Of Serviceable Materials.With All Lead ( A ) Lime Concrete. 172 Demolition And Disposal Of Un Serviceable Materials And Stacking Of Serviceable Materials.With All Lead ( B ) Un Reinforced Cement Concrete. 173 Demolition And Disposal Of Un Serviceable Materials And Stacking Of Serviceable Materials.With All Lead ( C ) Brick Or / And Ucr Masonary. 174 Demolition Including Stacking Of Serviceable Material And Disposal Of Un Servicable Materials With All Lead And Lift. R.C.C. Work. 175 Numbering Of C.D. Works With Approved Paint Including All Materials For Painting Etc. Comp. 176 Providing And Fixing Post And Pipe Railing As Per Detailed Drawing Including 3 Coats Of Painting To Steel Works Complete.Considering 15 Mtr. Of Pipe Railling.Post Size 80 X 80 X 6 Mm Angle.Pipe Size 40Mm Dia Pipe A Class.Foundation Plat Size 200Mm X200mm X 5Mm In Cluding Colour Work 177 Rectification Of Bump Along 5.5 Mt Width Road Surface As Per Stander Drawing By Providing Moulded Frame And Manually Seal Coat Using 6 To 10 Mm Machine Crushed Stone Aggregate And Asphalt 80 / 100 At Rate Of 3.0 Kg / Cum, Finishing The Bump With Asphalt Painting At The Rate Of 5.0 Kg / 10 Sqmt Area , Scraping Existing Surface Stone Aggregate, Asphalt And Rolling With Hand Roller Etc Complete. 178 Rectification Of Bump Along 3.5 Mt Width Road Surface As Per Stander Drawing By Providing Moulded Frame And Manually Seal Coat Using 6 To 10 Mm Machine Crushed Stone Aggregate And Asphalt 80 / 100 At Rate Of 3.0 Kg / Cum, Finishing The Bump With Asphalt Painting At The Rate Of 5.0 Kg / 10 Sqmt Area , Scraping Existing Surface Stone Aggregate, Asphalt And Rolling With Hand Roller Etc Complete. 179 Painting Lines, Dashes, Arrows, Letter Etc. On Roads, Air Fields And Linke Two Coats With Road Marking Paint, Brushes Including Cleaning The Surface Of All Dirt, Dust And Other Foregn Matter. ( Ii ) Over 10Cm. In Width. 180 Painting Lines, Dashes, Arrows, Letter Etc. On Roads, Air Fields And Linke Two Coats With Road Marking Paint, Brushes Including Cleaning The Surface Of All Dirt, Dust And Other Foregn Matter. ( Ii ) Upto 10Cm. In Width. 181 Providing And Laying Hot Applied Termoplastic Compound 2.5Mm Thick Including Glass Bend @250 Gms Per Sqm Area Thickness Of 2.55Mm Is Exclusive Of Surlface To Be Level , Uniform, Free From Streaks And Hole . 182 Cleaning And Grubbing Road Length Incl. Uprooting Rank Vegetation, Grass, Bushed, Shurbs, Sapling And Trees Girth Upto 300M Removal Of Stumps Of Trees Cut Earlier And Desposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned Upto Upto A Lead Of 100-Mt. Including Removal And Disposal Of Top Organic Soil Not Exceeding 150Mm. In Thickness ( C ) By Mechanical Means In Area Of Light Jungle. 183 Maintenance Of Hume Pipe Culvert By Way Of Clearing, Cleaning, Erosion Repair, Repairs To Cracks, Parapet Wall And Protection Work As Per Drawing And Technical Specification Clause 1908Hume Pipe ( 900 Mm Dia ) 184 Maintenance Of Hume Pipe Culvert By Way Of Clearing, Cleaning, Erosion Repair, Repairs To Cracks, Parapet Wall And Protection Work As Per Drawing And Technical Specification Clause 1908Hume Pipe ( 1200 Mm Dia ) 185 Maintenance Of Slab Type Culverts By Way Of Clearing, Cleaning, Erosion Repair, Repairs To Cracks, Parapet Walls And Protection Works As Per Drawing And Technical Specification Clasue 1908Hume Pipe ( Per Runnig Meter 1 Span ) 186 White Washing Two Coats On Parapet Walls And Tree Trunks Including Preparation Of Surface By Cleaning Scraping Etc. As Per Techincal Specification Clause 1015 187 Providing And Fixing Flood Gauge Post Confiming To Irc 67, 2012 Using High Intensity Grade Retro Reflecting Sheeting Including Border As Directed Fo . Existing Structure 125*50*125*50*4 Mm Mild Steel Hollow Sction 2.30 Mt Long Supply Reveting And Fixing 2Mm Thick Alluminum Sheet On One Side Of M Section With Engineering Grade Retrefletive Sheet On Aluminium Sheet Including Lettering And Border And Finishing As Per Drawing And Instruction Of Engineer In Charge Etc Comp Rs 1000 / Flood Gauge Post And Cement Concrete 1:2:4 ( 20Mm Nominal Size Agreegate ) And Curing Complete Excluding Cost Of Form Work In A ) Foundation And Plinth A ) . Existing Structure 188 Providing And Fixing Flood Gauge Post Confiming To Irc 67, 2012 Using High Intensity Grade Retro Reflecting Sheeting Including Border As Directed Fo . Existing Structure 125*50*125*50*4 Mm Mild Steel Hollow Sction 2.30 Mt Long Supply Reveting And Fixing 2Mm Thick Alluminum Sheet On One Side Of M Section With Engineering Grade Retrefletive Sheet On Aluminium Sheet Including Lettering And Border And Finishing As Per Drawing And Instruction Of Engineer In Charge Etc Comp Rs 1000 / Flood Gauge Post And Cement Concrete 1:2:4 ( 20Mm Nominal Size Agreegate ) And Curing Complete Excluding Cost Of Form Work In A ) Foundation And Plinth B ) New Structure 189 Supplying And Fixing Cat Eye Made Out From Acrilo Beautile Sterine Injection High Compressed Molding With Reflector Made Of Mmc ( Prismatic Type Of 12Cm*6Cm*2.5Cm ) Providing With Bituminous Adhesive 100G With Each Unit For Fixing High Intensity 190 Cauntionarty Warning Sign : Providing And Fixing Sign Boards Made Out Of 2Mm Aluminium Sheet : Siae 90X90x90 Cms. Equilated Treangle As Per Design On Irc-67-1977. Preteated With Phospheting Process And Acid Etching : Coated With One Coat Epoxy Primer And Two Coats Of Best Quality Epoxy Paint, Reflectorised With Retro Reflective Sheeting As Oer Latest Most Specification : 3.1 M. Long Stand Post And Frame Fabricated From Suitable Size Iron Angle Of 35X35 3Mm. 75X75x6 Mms. Required Painted With Best Quality Epoxy Coatings In Black And White Bends The Details Of Symbole For Each Board Shall Be As Per The Struction Of Engineer In Charge The Fixing At Site Shall Be In 1:2: Cc Block Of Size 45X45x60cms. For Each Leg: Including Excavation Curing Etc. Comp. Under The Supervision Of Engineerin- Charge.Engineer Garde. 191 Informatory Sign : Providing And Fixing Sign Boards Made Out 2Mm Alluminium Sheet Size 90X60cms. Rectangle As Per Design Of Irc 67-1977 Pretrated With Phospheting Process And Acid Atching : Coated With One Coat Of Epoxy Primet And Two Coats Best Quality Epoxy Paint, Reflectrorised With Retro Reflective Sheeting As Per Latest Most Specification. 3.1Mt. Long Stand Post And Frame Fabricated From Suitable Size Iron Angle 35X35x3 Mm. 75X75x6mm. Required Painted With Best Quality Epoxy Coatings In Black And White Bends, The Detail Of Symbols For Each Board Shall Be As Per The Instruction Of The Egoneer Charge. The Fixing At Site Shall Be In C.C. 1:2:4 Block Of Size 45X45x60 Cms. For Each Leg. Incl. Excavation, Curring Etc. Comp. Under The Supervision Of Engineer In Charge. 192 Men At Work ( Heavy ) Sign ( Direction Sign ) : Providing And Fixing Sign Board Made Out 2Mm Aluminium Sheet Size 120*90Cms Rectengular . Oretreted With Thermplasting Process And Acid Etching , Coated With One Coat Of Epoxy Primer And Two Coat Best Quality Epoxy Paint : Reflectorise With Retro Reflective Sheeting As Par Letest M.O.S.T Specification , Letter And Numerals Should Be As Par Irc 30 1968 , 3.1 M Long ( 2 Nos ) Stand Post And Frame Fabricated From Sutailble Size Iron Angle 50*50*5Mm Painted With Best Quailty Epoxy Coating In Black And White Bends. High Intencity Grade. 193 Village Name / Bump Ahed Sign:-Providing And Fixing Sign Board Made Out 2 Mm Aluminium Sheet :Size 90*60Cm Rectangular Par The Design Of Irc -67-1977 Pre Treated With Phospeting Process & Acid Etching : Coated With One Coat Of Epoxy Primer And Two Coats Of Best Quilty Epoxy Paint : Reflectorised With Retro Reflective Sheet .As Per Letest M.Os.T Specification High Intensity Grade 194 Removal Of Defective Concrete Cleaning The Surface, Applying The Shortcrete Mixture Mechanically With Compressed Air Under Pressure Comprising Of Cement, Sand, Course Agg. Water And Quick Setting Compund In The Proportion As Per Clause 2807.1 Sand And C.A. Confirming To Is.383 And Table.1 Of Is.9012 Respectivelly, Water Cement Ratio Ranging From 0.35 To 0.50, Density Of Gunite Not Less Than 2000Kg / Cum , Strength Not Less Than 25 Mpa. And Workmanship Confirming To Clause 2807.6 1 Demolition Of Brick Work Or Stone Masonary Including Stacking Of Serviceable Materials And Disposal With Serviciable Materials With All Lead And Lift. Lime Mortar. 2 Demolition Of Brick Work Or Stone Masonary Including Stacking Of Serviceable Materials And Disposal With Serviciable Materials With All Lead And Lift. Cement Mortar. 3 Demolition And Disposal Of Un Serviceable Materials With All Lead And Lift In Lime Mortar. 4 Demolition And Disposal Of Un Serviceable Materials With All Lead And Lift In Unreinforced Cement Concrete. 5 Demolition Including Stacking Serviceable And Disposal Of Un Serviceable Material With All Lead And Lift In R.C.C. Work 6 Dismentalling Tiled Or Stone Floors Laid In Mortar Including Stacking Of Serviceable Materials And Disposal With Unserviceable Materials With All Lead And Lift. 7 Excavation For Foundation Including Sorting Out And Stacking Os Useful Materials And Disposing Of The Excavated Stuff With All Lead And Lift. In Loose Or Soft Soil. 8 Excavation For Foundation Including Sorting Out And Stacking Os Useful Materials And Disposing Of The Excavated Stuff With All Lead And Lift. In Dense Or Hard Soil. 9 Providing And Laying Cement Concrete 1:5:10 ( 1, Cement, 5, Course Sand, 10 Hand Broken Stone Agg. 40Mm Nominal Size ) And Curring Comp. Excluding Cost Of Formwork In Foundation And Plinth. 10 Providing And Laying Cement Concrete 1:4:8 ( 1, Cement, 4, Course Sand, 8 Hand Broken Stone Agg. 40Mm Nominal Size ) And Curring Comp. Excluding Cost Of Formwork In Foundation And Plinth. 11 Uncoursed Rubble Masonary With Hard Stone Of Approved Quality In Foundation And Plint In C.M. 1:6 ( 1, Cement, 6, Course Sand ) Including Levelling Up Etc. Comp. 12 Uncoursed Rubble Masonary With Hard Stone Of Approved Quality In Foundation And Plint In C.M. 1:5 ( 1, Cement, 5, Course Sand ) Including Levelling Up Etc. Comp. 13 Providing And Laying Ordinary Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4 Graded Stone Agg. 20Mm Nominal Size ) With Curring Etc. Comp. Excl. The Cost Of Reinforcement For Coping. 14 Providing And Laying Ordinary Cement Concrete 1:1.5:3 ( 1, Cement, 1.5, Course Sand, 3 Graded Stone Agg. 20Mm Nominal Size ) With Curring Etc. Comp. Excl. The Cost Of Reinforcement For Coping. 15 Providing And Laying Ordinary Cement Concrete 1:3:6 ( 1, Cement, 3, Course Sand, 6 Graded Stone Agg. 20Mm Nominal Size ) With Curring Etc. Comp. Excl. The Cost Of Reinforcement And Formwork For Coping. 16 Brick Work Using Common Brunt Clay Building Brick Having Crushing Strength Not Less Than 35Kg / Cm2 In Cement Mortar 1:6 ( 1, Cement, 6, Fine Sand ) In Foundation And Plinth ( Conventional ) 17 Brick Work Using Common Brunt Clay Building Brick Having Crushing Strength Not Less Than 35Kg / Cm2 In Cement Mortar 1:6 ( 1, Cement, 6, Fine Sand ) In Superstructure. ( Conventional ) 18 Half Brick Masonary In Common Burnt Clay Conventional Building Bricks Having Crushing Strength Not Less Than 35Kg / Cm2 In Super Structure In Cement Mortar 1:3 ( 1, Cement, 3, Course Sand ) With 2 Nos Of 6Mm Dia M.S. Round Bars After Every Three Coarse Embeded In C.M. For All Floors. 19 Half Brick Masonary In Common Burnt Clay Conventional Building Bricks Having Crushing Strength Not Less Than 35Kg / Cm2 In Super Structure In Cement Mortar 1:4 ( 1, Cement, 4, Course Sand ) 20 Providing And Laying Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4, Graded Stone Agg. 20Mm Nominal Size ) For R.C.C. Lintel With Curing Comp. Excl. The Cost Of Reinforcement.Including Cost Of Formwork. 21 Providing And Laying Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4, Graded Stone Agg. 20Mm Nominal Size ) For Reinforced Concrete Chhaja Not Exceeding 10Cm. Thick. Upto Floor Two Level Incl. Finishing The Exposed Surface With C.M. 1:3 ( 1, Cement, 3, Fine Sand ) To Give A Smooth Surface Incl. Centering And Formwork And Curing Comp. Excl. The Cost Of Reinforcement. 22 Providing And Laying Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4, Graded Stone Agg. 20Mm Nominal Size ) With Curring Comp. Excl.. The Cost Of Reinforcment For Reinforced Concrete Work In Slabs Having Thickness More Than 10Cm. Upto 13Cm. 23 Providing And Laying Cement Concrete 1:1.5:3 ( 1, Cement, 1.5, Course Sand, 3 Graded Stone Agg. 20Mm Nominal Size ) With Curring Comp. Excl.. The Cost Of Reinforcment For Reinforced Concrete Work In Slabs Having Thickness More Than 10Cm. Upto 13Cm. 24 Providing And Laying Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4, Graded Stone Agg. 20Mm Nominal Size ) And Finishing Smooth With Curing Compl. Including The Cost Of Formwork But Excl. The Cost Of Reinforcment For Reinforced Concrete Wotk In Beams . Cross Section Area More Than 0.8 Sqm And Upto 0.12 Sqm. 25 Providing And Laying Cement Concrete 1:1.5:3 ( 1, Cement, 1.5, Course Sand, 3 Graded Stone Agg. 20Mm Nominal Size ) And Finishing Smooth With Curing Compl. Including The Cost Of Formwork But Excl. The Cost Of Reinforcment For Reinforced Concrete Wotk In Beams . Cross Section Area More Than 0.8 Sqm And Upto 0.12 Sqm. 26 Providing And Laying Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4, Graded Stone Agg. 20Mm Nominal Size ) And Finishing Smooth With Curing Compl. Incl. The Cost Of Formwork But Excl. The Cost Of Reinforcment For Reinforced Concrete Work In Columns Area More Than 0.8 Sqm And Upto 0.12 Sqm. 27 Providing And Laying Cement Concrete 1:1.5:3 ( 1, Cement, 1.5, Course Sand, 3 Graded Stone Agg. 20Mm Nominal Size ) And Finishing Smooth With Curing Compl. Incl. The Cost Of Formwork But Excl. The Cost Of Reinforcment For Reinforced Concrete Work In Columns Area More Than 0.8 Sqm And Upto 0.12 Sqm. 28 Providing And Laying Cement Concrete 1:2:4 ( 1, Cement, 2, Course Sand, 4, Graded Stone Agg. 20Mm Nominal Size ) With Curing Complete Excl. Cost Of Formwork And Reinforcement For Reinforced Concrete Work In Staircase . 29 Providing And Laying Cement Concrete 1:1.5:3 ( 1, Cement, 1.5, Course Sand, 3 Graded Stone Agg. 20Mm Nominal Size ) With Curing Complete Excl. Cost Of Formwork And Reinforcement For Reinforced Concrete Work In Staircase . 30 T.M.T. Steel Reinforcement For Reinforced Concrete Work Including Bending, Binding And Placing In Position Comp. 31 Cold Twised Steel Reinforcement For Reinforced Concrete Work Incl. Bending, Binding And Placing In Position Comp. 32 Mild Steel Reinforcement For Reinforced Concrete Work Including Bending, Binding And Placing In Position Comp. For All Floors. 33 Filling Available Excavated Earth ( Excluding Roack ) In Trenches Plinth Sides Of Foundation Etc. In Layer Not Exceeding 20 Cms. In Depth Consolidating Each Deposited Layer By Ramming And Watering. 34 Filling In Foundation And Plinth With Murrum Or Selected Soil In Layer Of 20Cms. Thickness Incl. Watering Ramming And Consolidating Etc. Comp. 35 Filling In Plinth With Sand Under Floor Incl. Watering, Ramming Consolidating And Dressing Etc. Comp. 36 Providing And Laying In Foundation And Plinth Under Floor Lime Concrete With Hard Stone Agg. 40Mm. Nominal Size And 40% Mortar Comprising Of 1, Lime : 2, Fine Sand And Curring Comp, . Excl. The Cost Of Formwork. 37 Providing And Fixing Mild Steel Ornamental Grill Of Required Pattern To Wodden Frame Of Windows Etc. Comp. Incl. One Coat Of Primer And Two Coats Of Oil Painting. 38 Providing And Fixing Mild Steel Plain Grill Of Required Pattern To Wooden Frame Of Windows Etc. Comp. Including One Cost Of Primer And Two Coats Of Oil Painting. 39 Providing 15Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:3 ( 1, Cement, 3, Sand ) Finished Even And Smooth Incl. Curring. 40 Providing 15Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:4 ( 1, Cement, 4, Sand ) Finished Even And Smooth Incl. Curring. 41 Providing 10Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:3 ( 1, Cement, 3, Sand ) Finished Even And Smooth Incl. Curring. 42 Providing 10Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:4 ( 1, Cement, 4, Sand ) Finished Even And Smooth Incl. Curring. 43 Providing 15Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:3 ( 1, Cement, 3, Sand ) Finished Even And Smooth Incl. With Floating Coats Of Cement Slurry Curring Comp. 44 Providing 15Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:4 ( 1, Cement, 4, Sand ) Finished Even And Smooth Incl.With Floating Coats Of Cement Slurry Curring Comp. 45 Providing 10Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:3 ( 1, Cement, 3, Sand ) Finished Even And Smooth Incl. With Floating Coats Of Cement Slurry Curring Comp. 46 Providing 10Mm Thick Cement Plaster In Single Coat On Fair Side Of Brick / Concrete Wall For Interior Plastering In C.M. 1:4 ( 1, Cement, 4, Sand ) Finished Even And Smooth Incl. With Floating Coats Of Cement Slurry Curring Comp. 47 White Washing With Lime On Undecorated Wall Surface ( Two Coats To Give An Even Shade Incl. Throughly Brooming The Surface To Remove All Dirt, Dust Mortar Drops And Other Foreign Matters. 48 Colour Washing With Lime On Undecorated Wall Surface ( Two Coats ) To Give And Even Shade Including Throughly Brooming The Surface To Romove All Dirt, Dust Mortrar Drops And Toehr Foreign Matters. 49 20Mm. Thick Sand Faced Cement Plaster On Walls Consisting Of 12Mm. Thick Backing Coat Of Cement Mortar 1:3 ( 1, Cement, 3, Sand ) And 8Mm. Thick Finishing Coat Of C.M. 1:1 ( 1, Cement, 1, Sand ) Etc. Comp. 50 Finishing Wall With Water Proofing Cement Paint On Wall Surface On Un Decorated Wall Surface ( Two Coats ) To Give An Even Shade Of App. Brand And Manufacture And Of Requied Shade Even After Throughly Brushing The Surface To Remove All Dirt, Dust, Mortar Drops And Ramings Of Sloose Powdered Materials. 51 Providing And Laying Precast Terrezo Tiles 20Mm. Thick White And Black ( Or The Colour Specified Directed By Engineer ) Marble Chips Of Sizes Upto 6Mm. Laid In Floors Treated Of Steps And Landing On A Bed Of 25Mm Thick Av. Of L.M. 1:1.5 ( 1, Cement Putty : 1.5 Sand ) Or C.M. 1:6 Jointed With Pigment To Match The Shade Of Tiles Incl. Rubbing And Polishing Etc. Comp. With Precast Terrezo Tiles Of Light Shad Using White Cement. 52 Providing And Laying Precast Terrezo Tiles 20Mm. Thick White And Black ( Or Of The Colour Specifiedas Directed By Engineer ) Marble Chips Of Sizes Upto 6Mm. Laid In Floors Tred Of Steps And Landing On A Bad Of 25Mm Thick Av. Of L.M. 1:1.5 ( 1, Cement Putty : 1.5 Sand ) Or C.M. 1:6 Jointed With Pigment To Match The Shade Of Tiles Incl. Rubbing And Polishing Etc. Comp. With Precast Terrezo Tiles Of Light Shad Using Ordinary Cement. 53 Providing And Laying Precast Tarrazo Tiles 20Mm. Thick With Marble Chips Of Sizes Upto 6Mm. Thick In Skirting And Resers Of Steps Not Exceeding 30Cms. In Height On 10Mm. Thick Cement Plaster 1:3 ( 1, Cement, 3, Course Sand ) Jointed With Neat Cement Slurry Incl. Rubbing And Polishing Comp. With Tiles Of Dark Shade Using White Cement. 54 Providing And Laying Precast Tarrazo Tiles 20Mm. Thick With Marble Chips Of Sizes Upto 6Mm. Thick In Skirting And Resers Of Steps Not Exceeding 30Cms. In Height On 10Mm. Thick Cement Plaster 1:3 ( 1, Cement, 3, Course Sand ) Jointed With Neat Cement Slurry Incl. Rubbing And Polishing Comp. With Tiles Of Dark. Shade Using Ordinary Cement. 55 Providing And Laying Polished Kota Stone Slab Flooring Over 20Mm ( Average ) Thick Base Of Cement Mortar 1:6 ( 1, Cement, 6, Course Sand ) Or L.M. 1:1.5 Laid Over And Jointed With Grey Cement Slurry Incl. Rubbing And Polishing Complete ( A ) 25Mm Thick. 56 Providing And Laying Kotah Stone Slab Flooring 25Mm. Thick In Risers Of Steps, Dedo And Pillars Laid On 10Mm. Thick Cement Mortar 1:3 ( 1, Cement : 3, Course Sand ) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Etc. Comp. 57 Providing And Laying White Glazed Tiles 6Mm Thick In Flooring Treads Of Steps And Landing Laid On A Bad Of 12Mm Thick C.M. 1:3 ( 1, Cement : 3, Course Sand ) Finished With Flush Pointing In White Cement. 58 Providing And Laying White Glazed Tiles 6Mm Thick In Flooring Treads Of Steps And Landing Laid On A Bad Of 10Mm Thick C.M. 1:3 ( 1, Cement : 3, Course Sand ) Finished With Flush Pointing In White Cement Slurry. 59 Providing And Laying Cushionoing Layer On R.C.C. Slab Consosting Of 75Mm Thick Lime Concrete Using Brick Agg. 20Mm Nominal Size Using Brick Agg. Of 20Mm Nominal Size And 50% Mortar Comprising Of 1 Lime : 2 Fine Sand Etc. Comp. 60 Providing And Laying Brick On Edge Flooring Laid Dry Grouted With Cement Mortar 1:6 Incl. Finishing The Flush Curing Etc. Comp. 61 Providing And Laying Cement Concrete Flooring 1:2:4 ( 1, Cement, 2, Course Sand, 20Mm Nominal Size ) Laid In One Layer Finished With Al Floating Coat Of Neat Cement 40Mm Thick. 62 Providing And Laying Cement Concrete Flooring 1:2:4 ( 1, Cement, 2, Course Sand, 20Mm Nominal Size ) Laid In One Layer Finished With Al Floating Coat Of Neat Cement 50Mm Thick. 63 Providing And Laying 20Mm Thick Precast Cement Concrete Tiles With Agg. Of Size Upto 6Mm Laid In Flooring Treads Of Steps And Landing On 20Mm Thick Bed Of C.M. 1:6 ( 1, Cement, 6, Coarse Sand ) Or L.M. 1:1.5 Jointed With Neat Cement Slurry With Pigment To Match The Shade Of Tiles With Precast Tiles Of Dark Shade Using Ordinary Cement. 64 Providing And Fixing White Porcelain Water Closed Squatting Pan 580Mm. Size ( Indian W.C. Pan ) Including P Trap Etc. Comp. 65 Providing And Fixing White Porcelain Water Closed Squatting Pan 580Mm. Size ( European Pan ) Including P Trap Etc. Comp. 66 Providing And Fixing To Wall Cielling And Floor Galvanised Mild Steel Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 15Mm Dia. 67 Providing And Fixing To Wall Cielling And Floor In Pvc Pipe Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 15Mm Dia. 68 Providing And Fixing To Wall Cielling And Floor Galvanised Mild Steel Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 25Mm Dia. 69 Providing And Fixing To Wall Cielling And Floor In Pvc Pipe Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 25Mm Dia. 70 Providing And Fixing To Wall Cielling And Floor Galvanised Mild Steel Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 40Mm Dia. 71 Providing And Fixing To Wall Cielling And Floor In Pvc Pipe Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 40Mm Dia. 72 Providing And Fixing To Wall Cielling And Floor Galvanised Mild Steel Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 50Mm Dia. 73 Providing And Fixing To Wall Cielling And Floor In Pvc Pipe Tubes ( Medium Grade Of The Following Nominal Bore Tube Fitting And Clamps Incl. Making Good The Wall Ceilling And Floor 50Mm Dia. 74 Providing And Fixing Cast Iron Spigot And Socket Soil Waste And Ventilating Pipes Of The Following Nominal Size 75Mm Dia. 75 Providing And Fixing In Pvc Pipe Spigot And Socket Soil Waste And Ventilating Pipes Of The Following Nominal Size 75Mm Dia. 76 Providing And Fixing Cast Iron Spigot And Socket Soil Waste And Ventilating Pipes Of The Following Nominal Size 100Mm Dia. 77 Providing And Fixing In Pvc Pipe Spigot And Socket Soil Waste And Ventilating Pipes Of The Following Nominal Size 100Mm Dia. 78 Providing And Fixing A.C. Soil Down Take Pipe With Necessary Bending Etc. Comp. 100Mm Dia. 79 Providing And Fixing In Pvc Pipe With Necessary Bending Etc. Comp. 100Mm Dia. 80 Providing And Laying ( Two Level Or Slope ) And Jointing With Stiff Misture Of Cement Mortar In Proporation 1:1 Salt Glazed Stone Were Pipes Of Following Nominal Internal Diameter Including Testing Of Pipes And Joints Etc. Comp. 150Mm Dia. 81 Providing And Laying ( Two Level Or Slope ) And Jointing With Stiff Misture Of Cement Mortar In Proporation 1:1 In Pvc Pipe Of Following Nominal Internal Diameter Including Testing Of Pipes And Joints Etc. Comp. 150Mm Dia. 82 Providing And Laying ( Two Level Or Slope ) And Jointing With Stiff Misture Of Cement Mortar In Proporation 1:1 Salt Glazed Stone Were Pipes Of Following Nominal Internal Diameter Including Testing Of Pipes And Joints Etc. Comp. 100Mm Dia. 83 Providing And Laying ( Two Level Or Slope ) And Jointing With Stiff Misture Of Cement Mortar In Proporation 1:1 In Pvc Pipe Of Following Nominal Internal Diameter Including Testing Of Pipes And Joints Etc. Comp. 100Mm Dia. 84 Providing And Fixing Stone Ware Gully Trap With C.I. Grating Brick Masonary Chamber And Water Tight C.I. Cover With Frame Of 300Mm X 300Mm Size ( Inside ) Standrd Weight ( I ) Square Mouth Trap © 150Mm X 100Mm Size P Or S Type. 85 Providing And Fixing In Pvc Pipe Gully Trap With C.I. Grating Brick Masonary Chamber And Water Tight C.I. Cover With Frame Of 300Mm X 300Mm Size ( Inside ) Standrd Weight ( I ) Square Mouth Trap © 150Mm X 100Mm Size P Or S Type. 86 Providing And Fixing Cast Iron ( Spun ) Nahni Trap Of The Following Nominal Diameter Of Self Cleaning Design With C.I. Screwed Down Or Hinged Grating Incl. Cost Of Cutting And Making Good The Walls And Floors 100Mm Inlet And 50Mm Outlet. 87 Providing And Fixing In Pvc Pipe Nahni Trap Of The Following Nominal Diameter Of Self Cleaning Design With C.I. Screwed Down Or Hinged Grating Incl. Cost Of Cutting And Making Good The Walls And Floors 100Mm Inlet And 50Mm Outlet. 88 Providing Cement Vata ( 10Cms X 10Cms Size ) Square Round In Cement Mortar 1:1 Incl. Neat Cement Finishing Watering Etc. Comp. 89 Pointing On Coursed Stone / Brick Masonary With Cement Mortar 1:3 ( 1, Cement, 3, Sand ) ( A ) Flush Pointing. 90 Repairs To Doors And Window As Directed. Eingneer In Charge. 91 Painting One Coat ( Excl. Priming Coat ) On Previously Painted Steel And Other Metal / Wood / Wall Surface With Enamel Paint Brushing To Give An Even Shade Including Cleaning The Surface To Give An Even Shade Incl. Cleaning The Surface Of All Dirt, Dust, Mortar Drops And Toher Foreign Matter. 92 Painting Two Coat ( Excl. Priming Coat ) On Previously Painted Steel And Other Metal / Wood / Wall Surface With Enamel Paint Brushing To Give An Even Shade Including Cleaning The Surface To Give An Even Shade Incl. Cleaning The Surface Of All Dirt, Dust, Mortar Drops And Toher Foreign Matter. 93 Distempering With Two Coats With Oil Bound Washable Distemper Of Approved Brand And Manufacture And Of Required Shade On Un Decorated Wall Surface To Give An Even Shade After Throughly Brushing The Surface Free From All Dirt, Dust, Mortar Drops And Other Foreign Matter And Also Incl. Preparing The Surface Even And Smooth. 94 Scrapping Of Plaster From Brick Or Stone Masonry Incl. Chiselling Ramming, Scafolding Etc. Comp. 95 Providing And Fixing Sheet Glass Of 3Mm Thick Etc. Complete Excluding The Cost Of Wooden Beading. 96 Providing And Laying Cement Concrete Pavement ( 25 To 50Mm Thick ) With 1:2:4 ( 1, Cement, 4, Course Sand, 4, Stone Agg. 20Mm Nominal Size ) Including Finishing With A Floating Coat Of Neat Cement Slurry. 97 Destmentalling G.I. Pipes, C.I. Pipes S.W. Pipes And A.C. Rain Water Pipes With Fitting And Clamps Including Stacking The Materials With All Lead And Lift. ( For Any Dia Of Pipes. ) 98 Desmentalling Sanitory Fitting Like Wash Basin, W.C. Pan ( Indian And Europian Type ) Flushing Tank Etc. Incl. Stacking The Materials With All Lead And Lift. 99 Providing And Fixing Wood Work In Existing Frame Of Doors / Windows And Clerestory Windows And Other Similar Size Of Requied Work Incl. Oil Painting To Match The Shade Of Existing Colour Incl. Labour Of Removing Old Frame Etc. Comp. ( A ) Indian Teak Wood. 100 Providing And Fixing Wood Work In Existing Frame Of Doors / Windows And Clerestory Windows And Other Similar Size Of Requied Work Incl. Oil Painting To Match The Shade Of Existing Colour Incl. Labour Of Removing Old Frame Etc. Comp. ( B ) Chemically Treated Not Teak Wood 101 Providing And Fixing Gun Metal Check Or Non Return Full Way Wheel Valve In Existing Line Incl. Removing Existing Valve Incl. Providing And Fixing Union Of Requied Size. ( A ) 15Mm Dia 102 Providing And Fixing Gun Metal Check Or Non Return Full Way Wheel Valve In Existing Line Incl. Removing Existing Valve Incl. Providing And Fixing Union Of Requied Size. ( B ) 25Mm Dia. 103 Providing And Fixing Gun Metal Check Or Non Return Full Way Wheel Valve In Existing Line Incl. Removing Existing Valve Incl. Providing And Fixing Union Of Requied Size. ( C ) 40Mm Dia, . 104 Providing And Fixing In Pvc Product Standarad Quality Check Or Non Return Full Way Wheel Valve In Existing Line Incl. Removing Existing Valve Incl. Providing And Fixing Union Of Requied Size. ( A ) 15Mm Dia 105 Providing And Fixing In Pvc Product Standarad Quality Check Or Non Return Full Way Wheel Valve In Existing Line Incl. Removing Existing Valve Incl. Providing And Fixing Union Of Requied Size. ( B ) 25Mm Dia. 106 Providing And Fixing In Pvc Product Standarad Quality Check Or Non Return Full Way Wheel Valve In Existing Line Incl. Removing Existing Valve Incl. Providing And Fixing Union Of Requied Size. ( C ) 40Mm Dia, . 107 Providing Corrugated G.I. Sheets Rooting Fixed With Galvanixed Iron J Or L Hooks Bold And Nuts 8Mm Diameter With Biturnen And G.I. Impets Washers Filled With White Lead Comp. Excl. The Cost Of Purlins, Rafters And Trusses. ( I ) 0.80Mm Thick Sheet. 108 Providing Absetos Cement Sheets Roofing With Gal. Iron Plain And Biturnen Wahsers Comp. Exluding The Cost Of Purlins, Rafters And Trusses. ( A ) Corrugated Sheet ( Ii ) 6Mm Thick. 109 Providing And Fixing P.V.C. Rain Water Pipes Of I.S.I. Approved Quality 6Kg / Cm2 Working Presure As Directed Of 75Mm Dia. 110 Providing And Fixing P.V.C. Rain Water Pipes Of I.S.I. Approved Quality 6Kg / Cm2 Working Presure As Directed Of 100Mm Dia. 111 Providing And Fixing Pvc Rain Water Spout Of 50Mm Dia And 30Cm Length. 112 Providing And Fixing 1.20 Meter High Fencing With 2.0 Meter Long M.S. Angles Posts 40Mm X 40Mm X 6Mm And Oil Painting 3, Coats Fixed At 2.5Mt. C / C With Five Horizontal Lines And Two Diagonals Of Galavanized Steel Barbed Wire Weighting 9.39 Kg. Per 100 Meter, Strained And Fixed To Posts With G.I. Staples, Incl. Fixing Posts In Ground With 0.5M X 0.5M X 0.5 M Block In C.C. 1:5;10 Etc. Comp. 113 Providing And Fixing Rajula Stone 75Mm Thick 60Cm X 45Cm Size Incl. Fixing In Cement Mortar As Directed. 114 Providing And Laying Ordinary Cement Concrete 1: 1½ : 3 ( M-20 ) 1, Cement, 1½ Sand, 3, Graded Stone Aggregate 20Mm. Nominal Size ) And Finishing Smooth With Curing Complete, Including Cost Of Formwork But Excluding Cost Of Reinforcement For R.C.C. Work In Column ( 3 ) Having C.S. Area More Than 0.12 And Upto 0.18 Sqm. 115 Providing And Laying Ordinary Cement Concrete 1: 1½ : 3 ( M-20 ) 1, Cement, 1½ Sand, 3, Graded Stone Aggregate 20Mm. Nominal Size ) And For R.C.C. Lintels Incl. Finishing Smooth With Curring Of Formwork But Excl. The Cost Of Reinforcement. 116 Providing And Laying Ordinary Cement Concrete 1: 1½ : 3 ( M-20 ) 1, Cement, 1½ Sand, 3, Graded Stone Aggregate 20Mm. Nominal Size ) And Finishing Smooth With Curing Complete, Including Cost Of Formwork But Excluding Cost Of Reinforcement For R.C.C. Work In ( ) Beam Having Cross Sectional Area 0.12 To 0.18 Sqm. 117 Providing And Laying Ordinary Cement Concrete 1: 1½ : 3 ( M-20 ) 1, Cement, 1½ Sand, 3, Graded Stone Aggregate 20Mm. Nominal Size ) Afor Reinforcement Concrete Chhajjas Not Exceeding 10Cm. Thickness Upto Floor Two Level Incl. Finishing The Exposed Surface With C.M. 1:3 ( 1, Cement, 3, Fine Sand ) To Give A Smooth And Even Surface Centering, Formwork And Curring Comp. Excl. The Cost Of Reinforcement. 118 Providing And Laying 24X24 Vitrified 8Mm Thick Flooring Aver 20Mm. ( Av ) Base Of C.M. 1:6 On New Surface Or Fixing On Existing Flooring By Adhesive Materials Incl. Desmentalling Of Existing Flooring And Jointed With Colour Cement Slurry Including Finished With Flush Pointing And Cleaning The Surface Etc. Complete. A. Dark Shade 119 Providing And Laying 24X24 Vitrified 8Mm Thick Flooring Aver 20Mm. ( Av ) Base Of C.M. 1:6 On New Surface Or Fixing On Existing Flooring By Adhesive Materials Incl. Desmentalling Of Existing Flooring And Jointed With Colour Cement Slurry Including Finished With Flush Pointing And Cleaning The Surface Etc. Complete. B. Light Shade. 120 Providing And Laying 24X24 Vitrified 8Mm Thick Flooring Aver 20Mm. ( Av ) Base Of C.M. 1:6 On New Surface Or Fixing On Existing Flooring By Adhesive Materials Incl. Desmentalling Of Existing Flooring And Jointed With Colour Cement Slurry Including Finished With Flush Pointing And Cleaning The Surface Etc. Complete. C. Antiskid 121 Providing And Laying Marbo Granite Tiles 8Mm. Thick Flooring Over 20Mm. Thick Base. A. Dark Shade 122 Providing And Laying Marbo Granite Tiles 8Mm. Thick Flooring Over 20Mm. Thick Base. B. Light Shade. 123 Providing And Laying Marbo Granite Tiles 8Mm. Thick Flooring Over 20Mm. Thick Base. C. Antiskid 124 Ceramic Flooring Tiles 6Mm Thick In Flooring, Treads Of Steps And Landing Laid On A Bed Of 12Mm Thick C.M. 1:3 Finishing With Flush Pointing In White Cement. ( Incl. Materials And Labour ) 125 Ceramic Flooring Tiles 8Mm Thick In Steps And Dado On 10Mm Thick Cement Plaster 1:3 And Jointed With White Cement. ( Incl. Materials And Labour ) 126 Providng And Fixing Extruded Aluminium Window Having Extruded Aluminium Colour Anodized Section Frame Main Outer Size 127 Mm *38.10 Mm *1.35Mm ( Of Jindal Section No.2443@Wt.1.384 Kg / Mt ) , Horizontal Four Track Member Size 122.20 Mm* 31.75*1.10Mm ( Of Jindal Section:8787, @Wt.1.205 Kg / Mt ) Vertical Member Of Size 122.20Mm*31.75*Mm*1.50Mm ( Of Jindal Section No:8935, @Wt.1.398 Kg / Mt ) With Sliding Shutter Of Horizontal Member Size 40Mm*18Mm*1.29Mm ( Of Jindal Section No:8949@Wt. Of 0.456 Kg / Mt ) , Vertical Member Of Size 40Mm*18 Mm*1.29 Mm ( Of Jindal Section No:8947@Wt. Of 0.456 Kg / Mt / / Section 8948, @ Wt.0.457 Kg / Mt ) With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc Complete For Window. 127 Providing And Fixing Window Having Extruded Aluminium Colour Anodized Section Fram Main Outer Size 95Mm*24 Mm*1.17Mm ( Of Jindal Section No:2459@Wt. Of 0.738 Kg / Mt / ) Horizontal Three Track Member Size 92Mm*31.75Mm*1.30Mm ( Of Jindal Section No:8688, @ Wt.1.07 Kg / Mt ) , Vertical Member Of Size 92 Mm*31.75 Mm*1.50 Mm ( Of Jindal Section No:8933, @Wt.1.06 Kg / Mt ) With Sliding Shutters Of Horizontal Member Size 40 Mm*18 Mm*1.29Mm ( Of Jindal Section No:8947@Wt.Of 0.456 Kg / Mt ) , Vertical Member Of Size 40Mm*18Mm*1.29Mm ( Of Jindal Section No:8949 @Wt. Of 0.456 Kg / Mt / With 5 Mm Th Trasparent Bronze Colour Tinted Float Glass With Powerd Coated Aluminum Fittings & Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc. 128 Providing And Fixing Window Having Extruded Aluminium Colour Anodized Section Fram Main Outer Size 63.50Mm*38.10 Mm*1.95Mm ( Of Jindal Section No:4605, @ Wt.1.094 Kg / Rmt ) , Horizontal Two Track Member Of Size 61.85 Mm*31.75 Mm*1.20 Mm ( Of Jindal Section No:8687, @Wt.Of 0.695 Kg / Mt ) , Vertical Member Of Size 61.85 Mm*31.75Mm*1.30Mm ( Of Jindal Section No 8758@ Wt. Of 0.0.659 Kg / Mt ) With Sliding Shutters Horizontal Member Size 40Mm*18Mm*1.29Mm ( Of Jindal Section No:8949@Wt. Of 0.456 Kg / Mt ) , Vertical Member Of Size 4Mm*18Mm*1.29Mm ( Of Jindal Section No:8947@Wt. Of 0.456 Kg / Mt / Section No:8948@Wt. Of 0.457 Kg / Mt ) With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc Complete For Window. 129 Providing And Fixing Standared Extruded Of Allumunium Section Of Size 63.50*38.10*1.95 Mm ( Of Jindal Section No:4605@Wt. 1.094 Kg Per Rmt With Colour Anodized Alluminium Frame With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Colour Anodized Alluminium Frame For Ventilation With 5 Mm Thick Frosted Glass As Details Etc Complete For Window. 130 Providing And Fixing Window Having Extruded Of Alluminium Section Of Size 63 Mm*38.10Mm*1.2Mm ( Jindal Section:2434, @Wt.0.643 Kg Per Mt ) With Colour Anodized Alluminium Frame For Ventilation With 5 Mm Thick Frosted Glass As Details Etc Complete For Ventilation. 131 Providing And Fixing Standared Extruded Of Aluminium Section Of Size 63.50*38.10*1.95 Mm ( Of Jindal Section No:4605, @ Wt. 1.094 Kg Per Rmt With Colour Anodized Alluminium Frame With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass As Details Etc Complete For Fix Window. 132 Providng And Fixing Extruded Aluminium Window Having Extruded Aluminum Colour Powder Coated Section Frame Main Outer Size 127 Mm*38.10 Mm*1.35 Mm ( Of Jindal Sectio No:2443, @Wt.1.384 Kg / Mt ) , Horizontal Four Track Member Size 122.20 Mm*31.75 Mm*1.10 Mm ( Of Jindal Section No:8787, @Wt.1.205 Kg / Mt ) , Vertical Member Of Size 122.20 Mm*31.75 Mm*1.50Mm ( Of Jindal Section No:8935, @Wt.1.398 Kg / Mt ) With Sliding Shutters Of Horizontal Member Size 40 Mm*18 Mm*1.29Mm ( Of Jindal Section No:8949@Wt. Of 0.456 Kg / Mt ) , Vertical Member Of Size 40 Mm*18 Mm*1.29Mm ( Of Jindal Section No:8947@Wt. Of 0.456 Kg / Mt / Section 8948, @Wt.0.456 Kg / Mt ) With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Fram As Per Details Etc Complete For Window. 133 Providing & Fixing Window Having Extruded Alluminium Colour Power Coated Section Frame Main Outer Size 95 Mm*24 Mm*1.17 Mm ( Of Jindal Section No:2459@Wt. Of 0.738 Kg / Mt ) , Horizontal Three Track Member Size 92 Mm*31.75 Mm*1.30Mm ( Of Jindal Section No:8688, @Wt.1.07 Kg / Mt ) , Vertical Member Of Size 92 Mm*31.75Mm*1.50 Mm ( Of Jindal Section No:8933, @ Wt.1.06 Kg / Mt ) With Sliding Shutters Of Horizontal Member Size 40 Mm*18Mm*1.29Mm ( Of Jindal Section No:8947@Wt. Of 0.456 Kg / Mt ) , Vertical Member Of Size 40Mm*18Mm*1.29Mm ( Of Jindal Section No:8949@Wt. Of 0.456 Kg / Mt / With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc. 134 Providing & Fixing Window Having Extruded Aluminium Colour Power Coated Section Frame Main Outer Size 63.50*38.10*1.95 Mm ( Jindal Section No:4605, @Wt.1.094Kg / Rmt ) , Horizontal Two Track Member Size 61.85 Mm*31.75Mm*1.20Mm ( Of Jindal Section No:8687@ Wt. Of 0.695 Kg / Mt ) , Vertical Member Of Size 61.85 Mm*31.75 Mm*1.30 Mm ( Of Jindal Section No:8758@Wt. Of 0.0.659 Kg / Mt ) , With Sliding Shutters Of Horizontal Member Size 40Mm*18Mm*1.29 Mm ( Of Jinal Section No:8949@Wt. Of 0.456 Kg / Mt ) , Vertical Member Of Size 40Mm*18Mm*1.29 Mm ( Of Jindal Section No: 8947@Wt. Of 0.456 Kg / Mt / Section 8948, @Wt.0.457 Kg / Mt ) With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminum Fittings And Fixtures And Transparent Silicon Sealant Glass Fixing To Frame As Per Details Etc. 135 Providing And Fixing Standared Extruded Of Aluminium Section Of Size 63.50*38.10*1.95 Mm ( Of Jindal Section No:4605, @ Wt. 1.094 Kg / Rmt With Colour Powder Coated Alluminium Frame With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass With Powder Coated Aluminiumframe For Ventilation With 5 Mm Thick Frosted Glass As Details Etc Complete For Window. 136 Providing And Fixing Standared Extruded Of Aluminium Section Of Size 63Mm*38.10 Mm*1.2Mm ( Jindal Section No:2434, @Wt.0.643 Kg Per Mt With Colour Powder Coated Alluminium Frame For Ventilation With 5 Mm Thick Frosted Glass As Details Etc Complete For Ventilation. 137 Providing And Fixing Standared Extruded Of Aluminium Section Of Size 63.50*38.10*1.95 Mm ( Of Jindal Section No:4605, @Wt. 1.094 Kg / Rmt With Colour Powder Coated Alluminium Fram With 5 Mm Thick Transparent Bronze Colour Tinted Float Glass As Details Etc Complete For Fix Window 138 Providing Erecting And Fixing Double Coated Syntex Or Equivlent Pvc. ( Isi ) Mark Water Tank Of Reqd Capacity Each With All Necessary Fittings & Connection Etc. Comp On Terrace. 139 Pro. & Fixing In Expansion Joint 100 Mm Thick Sil Flex ( Capcell Hd 100 ) Expansion Joint Board Of Best Quality And Approved Make Incl. Cutting To Required Size And Shape At All Levels Etc. Complete As Directed. 140 Provindg And Lying And Fixing 50 Mm Thick Expansion Joint By Hydro Cell Semi Rigid Uy Resistance With High Performance Laminated Closed Cell Polythene Foam Joint Filler In Sheet Foam As Directed , Etc. Complete. 141 Providing And Laying And Fixing 25 Mm Thick Expansion Joint By Hydro Cell Semi Rigid Uv Resistance With High Performance Laminated Closed Cell Polythene Foam Joint Filler In Shet Foam As Directed, Etc. Complete. 142 Applying And Providing Expansion Joint Sealing System On 100 Mm Vide Joint Tincluding Cleaning Of Exansion Joint By Mechanical Means Provision Of Adhesive And Flexible Membrane With Required Bond Length As Per Menufracturer Specificaion And 4 Mm Thick Alluminium Strip Covering With One Side Sloted And Bolted With Suitable System, Inclusive Of All Manpower, Machinery And Meterial As Per Specification And As Directed 143 Providing And Filling The Expansion Joint By Thioflex 600 Polymer Or Equivalent Confirm To Bs 4254-1983 As Per Required Shade And Manufactured Specification By Making Groove Of 50Mm*12.5Mm Lather By Cutting Or By Repairing Groove And Removing Mortar Drop Or Any Other Foreign Materials Incl.Applying Primer And Filling Required Size ( Oversize Of Joint Pu Foam Etc. Complete. 144 Providing And Filling The Expansion Joint By Thioflex 600 Polymer Or Equivalent Confirm To Bs 4254-1983 As Per Required Shade And Manufactured Specification By Making Groove Of 25Mm*12.5Mm Lather By Cutting Or By Repairing Groove And Removing Mortar. 145 Providing And Fixing 25 Cm Wide & 3Mm Thick Exterior Composite Panel In Existing Expansion Joint Horizontally & Vertically With All Material, Hardware, Acessories & Fittings Etc Completed. 146 Providing And Fixing Pre-Cast Concrete Kerb Stone Of Gray Cement Based Concrete Block 30 Cm Length, 30 Cm Height And 15 Cm Thick Of M250 Grade Concret As Per Approved Design And Icluding Excavation For Fixing In Proper Line And Level, Filling The Joint With C:M 1:3 ( 1 Cement:3 Fine Sand ) Etc Complete. 147 Providing And Fixing Pre-Cast Rubber Dye Inter Locking Concrete Block 60 Mm Thick With Grade Of Concrete M200 Pnumatic Compressed By Mechanically Pressed And As Per Approved Design Including 75 Mm Sand Layer For Levelling And Filling The Joint With Sand In Proper Line And Level Etc Complete 148 Providing And Fixing Pre Cast Rubber Dye Inter Locking Concrete Block 60 Mm Thick With Grade Of Concrete M250 Pnumatic Compressed By Mechanically Pressed And As Per Approved Design Including 75 Mm Sand Layer For Levelling And Filling The Joint With Sand In Proper Line And Level. 149 Providing And Fixing 6 Mm Thick Lexan Polycarbonate Multi Wall Roofing Sheet Fixed With Hilti Screw And Rubber Silicon Sealer And Alluminium Strip Of Size 50*3 Mm Etc Complete As Directed By Engineer In Charge. 150 Finishing Wall With Weather Proof Exterior Emulsion Paint On Wall Surface ( Two Coats ) To Give An Required Shape Even Shade After Thoroughly Brushing The Surface To Rempve All Dirt, And Remains Of Loose Powdered Materials Etc Complete. 151 Applying Two Coats Of Birla Or Asian Acrylic Lappy ( Purty ) 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 Matterand Sand Papered Smooth. 152 Providing And Laying Broken Chine Mosaic Flooring Or Terrace Using 12 Mm To 20 Mm Broken Pieces Of Glazed Tiles To Be Laid Over Cement Mortar 1:3 To Plain Or Shape And Tobe Tempered To Bring Mortar Creme Out Upto Surface Using.
