Water Supply Scheme At Raphei Valley, Lamlongei And Providing / Laying Feeder Line From The Clear Water Main Line Of Mantripukhri Imphal East- 1 Construction Of Approach Road & Levelling 2 Earth Work In Excavation In Hill Cutting I / C Disposa, Imphal East-Manipur

Water Supply Scheme At Raphei Valley, Lamlongei And Providing / Laying Feeder Line From The Clear Water Main Line Of Mantripukhri Imphal East- 1 Construction Of Approach Road & Levelling 2 Earth Work In Excavation In Hill Cutting I / C Disposal Of Excavated Earth Lead Upto 50 Metre And Lift Upto 1.50 M Disposed Earth To Be Leveled And Neatly Dressed 3 A. Hard / Dense Soil 4 B. Hard Shale 5 Earth Work In Excavation Infoundationtrenches Or Drains I / C Dressing Of Sides And Ramming Of Bottom Lift Up To 1.5 Metre I / C Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 Metre A ) Hard Shale. 6 Collection And Stacking Of Shingle Gravel Upto 40Mm Size By Mechanical Transport I / C Loading At Source Unloading And Stacking At Work Site Upto A Lead Of 30 Km 7 Spreading And Leveling To Gradient And Required Camber Shingle / Gravel As Directed By The Engineer In Charge 8 Sh:-Construction Of Rcc Intake Arrangement ) 9 Boring, Providing And Installing Bored Cast-In-Situ Reinforced Cement Concrete Pile Of Specified Diameter And Length Below The Pile Cap In Cement Concrete Concrete Of M35 In Cement Concrete, To Carry A Safe Working Load Not Less Than Specified, Excluding The Cost Of Steel Reinforcement But Including The Cost Of Boring With Casing And / Or Betonite Solutionand Length Ofpile To Be Embeded In The Pile Cap Etc All Completed ( Length Of The Pile For Payment Shall Be Measured Up To Bottomof Pile Cap ) 10 A ) 600 Mm Dia Piles 11 Earthwork In Excavation In Foundation Trenches Or Drains Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M 12 A ) Hard / Dense Soil 13 Providing And Laying Cement Concrete In Foundation And Plinth Excluding The Cost Of Centering And Shuttering In 14 A ) 1:4:8 ( 1 Cem:4 C / Sand:8 Graded Stone Aggregate 40Mm Nom Size ) 15 B ) 1:3:6 ( 1 Cem:3 C / Sand:6 Graded Stone Aggregate 20Mm Size ) 16 Providing Form Work Including Centering And Shuttering So As To Give A Rough Finish, Strutting And Propping Etc, Height Of Propping And Centering Below Supporting Floor To Ceiling Not Exceeding 4 M And Removal Of The Same For In-Situ Reinforced Concrete And Plain Concrete Work In 17 A ) Foundation Footings, Bases Of Columns Etc, And Mass Concrete. 18 B ) Columns, Pillars, Posts And Struts ( Square, Rectangular Or Polygon In Plan ) . 19 C ) Sides And Soffits Of Beams, Beam Haunchings Cantilevers, Girders, Bressumers And Lintels Not Exceeding 1 M In Depth. 20 D ) Floors Etc Upto 200 Mm In Thickness 21 E ) Stair Cases With Sloping Or Stepped, Soffits Including Risers And Stringers Excluding Landing 22 Steel Reinforcement For R.C.C Work I / C Straightening, Cutting, Bending, Placing In Position And Bindingall Complete 23 A ) Mild Steelmedium Tensile Steel Bars 24 B ) Thermo- Mechanically Treated Bars 25 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15 Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircase And Spiral Stair Cases Upto Floor Five Level E / C The Cost Of Centering, Shuttering, Finishing And Reinforcement With 26 A ) 1:1.5:3 ( 1 Cem : 2 C / Sand : 4 Graded Stone Aggregate 20 Mm Nom Size ) 27 Reinforced Cement Concrete Work In Wall ( Any Thickness ) , I / C Attached Pilasters, Buttressess, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Post And Struts Etc. Up To Floor Five Level E / C The Cost Of Centering, Shuttering, Finishing And Reinforcement: 28 A ) 1:1.5:3 ( 1 Cem : 1.5 C / Sand : 3 Graded Stone Aggregate 20 Mm Nom Size ) 29 Reinforced Cement Concrete Work In Arches, Archribs, Domes, Vaults, Shells, Folded Plate And Roofs Havingslope More Than 15 Degree Up To Floor Five Level E / C The Cost Of Centering, Shuttering, Finishing And Reinforcement With ( A ) 1:1.5:3 ( 1Cement: 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 30 Half Brick Masonry 2Nd Class ( Local First Class ) In C.M. 1:3 ( 1 Cem : 3 C / Sand ) In Superstructure 31 15 Mm Cement Plaster 1:3 ( 1 Cem : 3 C / Sand ) 32 White Washing With Lime On New Work ( Three Or More Coats ) To Give An Even Shade. 33 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames Wrought, Framed And Fixed In Position 34 A ) Local Best Quality Leihao 35 Providing And Fixing 35 Mm Thick Panelled Glazed Shutter For Doors, Windows And Clerestory Windows Including Anodised Aluminium Butt Hinges With Necessary Screws. 36 A ) Tolhao Wood Shutter With 12 Mm Thick Teak Wood Particle Board 37 Providing And Fixing M.S. Round Or Square Bars With M.S. Flats At Required Spacing In Window Frame Of Window And Clerestory Window. 38 Supplying Doors And Windows Clamps With 40 Mm X 6 Mm F.B 80 Cm Long Including Bends. 39 Providing And Fixing M.S. Sliding Bolts Bright Finished Or / And Black Enamelled With Nuts And Screws Etc. Complete. 40 A ) 250 X 16 Mm 41 Providing And Fixing M.S. Tower Bolts ( Barrel Type ) With Screws Etc Complete. 42 A ) 250 X 10 Mm 43 Providing And Fixing M.S. Hooks And Eyes 44 A ) 150 Mm 45 Providing And Fixing M.S. Handles With Necessary Screws Etc Complete. A ) 125Mm 46 Steel Work Welded In Built Up Sections, Framed Work In Cutting Hoisting Fitting In Position And Applying A Priming Coat Of Red Lead Paint. 47 A ) In Beams And Cannels, Angles, Tees With Connection Plates Or Angle Cleats As In Main And Cross Beams, Hips And Jack Rafters, Purlins Connection To Common Rafters And The Like. 48 B ) In Gratings, Framed Guard Bars, Ladders, Railings, Brackets And Similar Works. 49 Applying Ready Mixed Priming Coat Pink Primer Of Approved Quality On Wood Work. 50 Applying Ready Mixed Priming Coat ( Red Lead Primer Of Approved Quality ) On Steel Work. 51 Painting Two Coats ( Excluding Priming Coat ) With Chocolate, Red, Grey Or Buff Paint Of Approved Quality On New Steel Or Wood Work. 52 Providing And Fixing Winch Machine Having Capacity Of 5.00 Mt 53 Providing And Fixing Rope 16Mm Dia With U Clamp 54 Sh: Construction Of Aerator 55 Earth Work In Surface Excavation Not Exceeding 30Cm In Depth But Exceeding 1.5 Metres In Width As Well As 10 Sqm On Plan I / C Disposal Of Excavated Earth Lead Upto 50M And Lift Upto 1.5M Disposal Soil To Be Levelled And Neatly Dressed Ina ) Hard / Dense Soil 56 Providing And Laying Cement Concrete In Foundation And Plinth Excluding The Cost Of Centering And Shuttering In 57 A ) 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size ) 58 Steel Reinforcement For R.C.C Work Including Straightening Sutting, Bending, Placing, In Position And Binding All Complete 59 A ) Thermo-Mechanically Treated Bars 60 Providing Form Works I / C Centering And Shuttering So As To Give A Rough Finish, Strutting And Propping Etc. Height Of Propping And Centering Below Supporting Floor To Ceiling Not Exceeding 4 M And Removal Of The Same For In-Situ Reinforced Concrete And Plain Concrete Work In 61 A ) Foundation, Footings, Bases Of Columns Etc. And Mass Concrete. 62 B ) Cylindrical Shells Of Radius More Than 3 M ( Only The Area Of The Underside Shall Be Measured For The Payment ) 63 C ) Vertical Surface Such As Walls ( Any Thickness ) , Partition And The Like I / C Attached Pilasters, Buttresses, Plinth And The String Courses And The Like 64 D ) Flat Surface Such As Suspended Floor, Roofs Landings And The Like 65 E ) Columns, Pillars, Posts And Struts ( Square, Rectangular Or Polygon In Plan ) . 66 F ) Sides Or Soffits Of Beams, Beam Haunchings, Cantilevers, Girders, Brussumers And Lintels Not Exceeding 1M In Depth. 67 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Nreinforcement- All Works Upto Plinth Level 68 A ) 1:1:2 ( 1 Cement : 1 Coarse Sand : 2 Graded Stone Aggregate 20 Mm Nominal Size ) . 69 Reinforced Cement Concrete Work In Walls ( Any Thickness ) I / C Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Post And Strutsetc Upto Floor Five Level Excluding The Cost Ofcentering, Shuttering And Reinforcement With 70 A ) 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size ) . 71 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15 Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircase And Spiral Stair Cases Upto Floor Five Level E / C The Cost Of Centering, Shuttering, Finishing And Reinforcement With 72 A ) 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size ) . 73 Reinforced Cement Concrete Work In Walls ( Any Thickness ) I / C Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Post And Strutsetc Upto Floor Five Level Excluding The Cost Ofcentering, Shuttering And Reinforcement With 74 A ) 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size ) . 75 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth Sides Of Foundation Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50 Metres Lift Upto 1.5 Metre 76 15 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement. 77 White Glazed Tiles 10 Mm In Flooring, Treads Or Steps & Landing Laid On A Bed Of 12 Mm Thick Cement Mortar 1:3 ( 1 Cement:3 Coarse Sand ) Finished With Flush Pointing In White Cement. 78 Sh: Construction Of Settling Tank 79 Earth Work In Excavation In Foundation Trenches Or Drain I / C Dressing Of Sides & Ramming Of Bottoms Lift Upto 1.50 M I / C Getting Out The Soil Withine A Lead Of 50M In Hard / Dense Soil. 80 Providding & Laying Of Cement Concrete Of1:3:6 ( 1Cem 3 Sand 6 Stone Aggt 40Mm Gouge ) E / C The Cost Of Centering & Shuttering In Foundation & Plinth. 81 Providding & Laying Of Cement Concrete Of1:2:4 ( 1Cem2 Sand 4 Stone Aggt 20Mm Gouge ) E / C The Cost Of Centering & Shuttering In Foundation & Plinth. 82 Re-Inforcement For Rcc Work I / C Bending, Binding & Placing In Position Etc Complete, A ) Tor Steel Bars 83 Re-Inforced Cement Concrete Work 1:1.5:3 ( 1Cem 1.5 Sand 3 Stone Aggt 20 Mm Gouge. 84 A ) In Foundation Base . 85 B ) ( I ) In Long Walls 86 Providing Form Work I / C Centering & Shuttering So As To Give A Rough Finish Strutting & Propping To Ceeiling Etc Complete. 87 A ) In Foundation Base Etc. 88 Ii ) Short Walls Outer 89 15 Mm Thick Cement Plaster ( 1:3 1Cem 3 Sand ) Finished With A Floating Coat Of Neat Cement. 90 Filling Available Excaveted Earth ( E / C Rock ) In Trenches Plinth Sides Of Foundation Etc In Layer Not Exceeding 20 Cm In Depth Consolidating Each Layer By Ramming & Watering Lead Upto 50 Metres &Lift Upto 1.50 Metres. 91 Sh: Construction Of Slow Sand Filter 92 Earth Work In Excavation In Foundation Trenches Or Drain I / C Dressing Of Sides & Ramming Of Bottoms Lift Upto 1.50 M I / C Getting Out The Soil Within A Lead Of 50M Ina ) Hard / Dense Soil. 93 Providing And Laying Of Cement Concrete In Foundation And Plinth Excluding The Cost Of Centering And Shuttering In A ) 1:3:6 ( 1 Cement: 3 Coarse Sand: 6 Graded Stone Aggregate 40 Mm Nominal Size ) 94 Providing And Laying Of Cement Concrete In Foundation And Plinth Excluding The Cost Of Centering And Shuttering In A ) 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) 95 Steel Reinforcement For R.C.C Work Including Straightening Sutting, Bending, Placing, In Position And Binding All Completea ) Thermo - Mechanically Treated Bars 96 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shutteringin A ) 1:1.5:3 ( 1Cement: 1.5 C / Sand: 3 Graded Stone Aggt. 40 Mm Nominal Guage ) . 97 Reinforced Cement Concrete Work In Walls ( Any Thickness ) I / C Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Post And Strutsetc Upto Floor Five Level Excluding The Cost Ofcentering, Shuttering And Reinforcement Witha ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggreagate 20 Mm Nominal Size ) 98 Providing Form Works I / C Centering And Shuttering So As To Give A Rough Finish, Strutting And Propping Stc. Height Of Propping And Centering Below Supporting Floor To Ceiling Not Exceeding 4M And Removal Of The Same For In-Situ Reinforced Conrete Work In 99 A ) Foundation, Footings, Bases Of Columns Etc And Mass Concrete. 100 B ) Vertical Surface Such As Walls ( Any Thickness ) , Partition And The Like I / C Attached Pilasters, Buttresses Plinth And The String Courses And The Like 101 15 Mm Thick Cement Plaster 1:3 ( 1Cement 3 Sand ) Finished With A Floating Coat Of Neat Cement 102 Filling Available Excaveted Earth ( E / C Rock ) In Trenches Plinth Sides Of Foundation Etc In Layer Not Exceeding 20 Cm In Depth Consolidating Each Layer By Ramming & Watering Lead Upto 50 Metres &Lift Upto 1.50 Metres. 103 Sh:- Providing & Laying Of Filter Media 104 P / L 20Cm Thick Brick ( Local Best Quality ) 1St Class In Two Layers One On Edge And One On Plain For Under Layer Drainage System For Filter Media Of Slow Sand Filter. 105 P / L Of 30 Cm Thick Gravel In Three Layers Of Each Having Effective Size Of 0.87Mm – 1.40Mm For Top Layer, 2.00Mm – 4.00Mm For Middle Layer And 6.00Mm –12.00Mm For Bottom Layer. 106 P / L Of 90 Cm Thick Sand For Filter Media Having The Following Properties ( A ) Sand Should Be Hard & Resistant, Quartz Orquartzite, Free From Clay And Dirt Of Any Description Etc. 107 ( B ) Effective Size Shall Be 0.30 Mm 108 ( C ) Uniformity Co-Efficient Should Be 2.00 To 3.00 109 ( D ) Silicon Content Should Be Less Than 99.80% 110 ( E ) Watering Less / Shall Not Exceed 3% 111 Sh:Construction Ofrcc Service Reservoir 112 E / W In Surface Excavation Over Areas Exceeding 30 Cm In Depth 1.5 M In Width As Well As 10 Sqm On Plan I / C Disposal Of Excavated Earth Lesd Up To 50M And Lift Upto 1.5 M , Disposed Earth To Be Levelled And Neatly Dressed In ( A ) Hard / Dense Soil. 113 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering Ina ) 1:5:10 ( 1Cement: 5 C / Sand: 10Graded Stone Aggt. 40 Mm Nominal Guage ) . 114 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering In A ) 1:3:6 ( 1Cement: 3 C / Sand: 6 Graded Stone Aggt. 40 Mm Nominal Guage ) . 115 Providing Form Work I / C Centering Shuttering So As To Give A Rough Finishedstruttingand Propping Etc. Ht. Ofpropping And Centering Below Supporting Floor To Ceiling Not Exceeding 4M And Removal Of The Same For Insitu Reinforced Conc. Andplain Concrete Work In ( A ) Foundation, Footings, Bases Of Columns 116 B ) Vertical Surfaces Such As A Walls ( Any Thickness ) Partition And The Like I / C Pillars, Plinth And The Sring Course And The Like. 117 C ) Columns, Pillars, Posts And Struts ( Square, Rectangular Or Polygon In Plan ) . 118 ( D ) A ) Sides And Soffits Of Beams, Beam Hunching, Cantilevers, Girds, Buttresses, And Lintels Not Exceeding 1M In Depth. 119 E ) Flat Surface Such As Suspended Floor, Roofs, Landings And The Like 120 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Nreinforcement- All Works Upto Plinth Levela ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size ) 121 Reinforced Cement Concrete Work In Walls ( Any Thickness ) I / C Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Post And Strutsetc Upto Floor Five Level Excluding The Cost Ofcentering, Shuttering And Reinforcement Witha ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggreagate 20 Mm Nominal Size ) 122 A ) Walls 123 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15 Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircase And Spiral Stair Cases Upto Floor Five Level E / C The Cost Of Centering, Shuttering, Finishing And Reinforcement Witha ) 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size ) . 124 Reinforcement For Rcc Work I / C Bending , Binding And Placing In Position Complete. ( Ii ) Tor Steel 125 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering 1:1.5:3 ( 1Cement: 1.5 C / Sand: 3 Graded Stone Aggt. 20 Mm Nominal Guage ) . 126 Neat Cement Punning 127 Providing And Fixing Ci Cover Frame A ) 600 X 450 Mm ( Heavy Duty ) For Manhole 128 Filling Available Excavated Earth ( E / C Rock ) In Trenches, Plinth Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M 129 Extra For Providing And Mixing Approved Water Proofing Materials In Cement Mortar For Plastering On Concrete Work In The Proportion Recommended By The Manufacturer. 130 Sh:Construction Ofrcc Zonalreservoir 131 E / W In Surface Excavation Over Areas Exceeding 30 Cm In Depth 1.5 M In Width As Well As 10 Sqm On Plan I / C Disposal Of Excavated Earth Lesd Up To 50M And Lift Upto 1.5 M , Disposed Earth To Be Levelled And Neatly Dressed In ( A ) Hard / Dense Soil. 132 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering Ina ) 1:5:10 ( 1Cement: 5 C / Sand: 10Graded Stone Aggt. 40 Mm Nominal Guage ) . 133 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering In A ) 1:3:6 ( 1Cement: 3 C / Sand: 6 Graded Stone Aggt. 40 Mm Nominal Guage ) . 134 Providing Form Work I / C Centering Shuttering So As To Give A Rough Finishedstruttingand Propping Etc. Ht. Ofpropping And Centering Below Supporting Floor To Ceiling Not Exceeding 4M And Removal Of The Same For Insitu Reinforced Conc. Andplain Concrete Work In ( A ) Foundation, Footings, Bases Of Columns 135 B ) Vertical Surfaces Such As A Walls ( Any Thickness ) Partition And The Like I / C Pillars, Plinth And The Sring Course And The Like. 136 C ) Columns, Pillars, Posts And Struts ( Square, Rectangular Or Polygon In Plan ) . 137 ( D ) A ) Sides And Soffits Of Beams, Beam Hunching, Cantilevers, Girds, Buttresses, And Lintels Not Exceeding 1M In Depth. 138 E ) Flat Surface Such As Suspended Floor, Roofs, Landings And The Like 139 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Nreinforcement- All Works Upto Plinth Levela ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size ) 140 Reinforced Cement Concrete Work In Walls ( Any Thickness ) I / C Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Post And Strutsetc Upto Floor Five Level Excluding The Cost Ofcentering, Shuttering And Reinforcement Witha ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggreagate 20 Mm Nominal Size ) 141 A ) Walls 142 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15 Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircase And Spiral Stair Cases Upto Floor Five Level E / C The Cost Of Centering, Shuttering, Finishing And Reinforcement Witha ) 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size ) . 143 Reinforcement For Rcc Work I / C Bending , Binding And Placing In Position Complete. ( Ii ) Tor Steel 144 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering 1:1.5:3 ( 1Cement: 1.5 C / Sand: 3 Graded Stone Aggt. 20 Mm Nominal Guage ) . 145 Neat Cement Punning 146 Providing And Fixing Ci Cover Frame A ) 600 X 450 Mm ( Heavy Duty ) For Manhole 147 Filling Available Excavated Earth ( E / C Rock ) In Trenches, Plinth Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M 148 Extra For Providing And Mixing Approved Water Proofing Materials In Cement Mortar For Plastering On Concrete Work In The Proportion Recommended By The Manufacturer. 149 Sh: Const Of Chowkidar Qtrs Cum Godown 150 Earth Work In Excavation In Foundation Trenches Or Drains I / C Dressing Of Sides And Ramming Of Bottom Lift Up To 1.5 Mi / C Getting Out The Excavated Soil And Disposal Of The Surplus Excavated Soil As Directed Within A Lead Of 50 M In ( B ) Hard Dense Soil. 151 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering In A ) 1:4:8 ( 1Cement: 4 C / Sand: 8 Graded Stone Aggt. 40 Mm Nominal Guage ) . 152 Polygonal Rubble Masonry / Rr Masonry ( Uncoursed / Brought To Courses ) Square Rubble Masonary ( Uncoursed / Brought To Courses ) With Hard Stone Of Approved Quality In Foundation Plinth In Cement Mortar 1:6 ( 1Cement:Coarse Sand ) I / C Levelling Up With Cement Concrete1:6:12 ( 1C:6C / Sand:12 Graded Stone Aggt. 20Mm Nominal Gauge ) At Plinth Level. 153 2Nd Class Brick Work ( Local 1St Class ) In Foundation And Plinth In Cement Mortar 1:3 ( 1C: 3C / S ) 154 Half Brick Masonry 2Nd Class ( Local 1St Class ) In Cement Mortar 1:3 ( 1C: 3C / Sand ) In Superstructure. 155 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Frames And Fixed In Position ( B ) Local Best Quality Leihao / Tolhao Wood 156 Providing And Fixing 20Mm Thick Battened Door Andwindow Shutter With Necessary Ledges And Or Braces ( 25Mm ) I / C Bright Finished And Or Black Enameled Ms Iron T-Hinges With Necessary Screws 157 ( B ) Local Best Quality Tolhao / Uchan 158 Providing Wood Work In Trusses, Purlin, Rafter, Post Polates, Wall Plates And The Like Wrought Frames Fixed In Position In Uchan / Tairen / Tplhao / Khangra. 159 Corrugated Gi Sheet 24 Bg Fixed With Galvanized Iron J Or L Hooks 8 Mm Dia Gi Limpet And Bitumen Washers Complete E / C The Cost Of Purlin Rafter And Trusses. 160 Sub Head / Items Of Work 161 Ridges Or Hips 610Mm Overall In Plain Gi Sheet 24 Bg Fixed With Galvanized Iron J Or L Hooks 8Mm Dia Gi Limpet And Bitumen Washer Complete. 162 Filling In Plinth With Sandy Soil Under Floors I / C Watering, Ramming, Consolidating And Dressing Complete. 163 75Mm Cement Conc. Flooring 1:2:4 ( 1 Cement: 2 C / Sand: 4 Stone Aggt. 20 Mm Nominal Guage ) Finished With A Floating Coat Of Neat Cement. 164 15 Mm Cement Plaster 1:3 ( 1 Cement: 3 C / Sand ) 165 Supplying Hd Bolt With 40Mm X 6Mm Fb “U” Shaped 106 Cm Long. 166 Supplying 40Mx3mmx275mm Fb Twisted Plate I / C The Cost Of Bolts & Nuts. 167 P / F Ms Tower Bolt Barrel Type With Screws Etc. Complete.200 X 10 Mm 168 P / F Ms Handles With Necessary Screws Etc. Complete 100 Mm 169 P / F Ms Sliding Bolt Bright Finished And Or Black Enameled With Nuts And Screws Complete. 170 250X 16Mm 171 Coal Tarring Two Coats On New Work Using 10Sqm Not Less Than 1.6 Litres Of Coal Tar Of Approved Quality For First Coat And 1.20 Litres For 2Nd Coat. 172 White Washing With Lime On New Work ( Three Or More Coats ) To Give An Even Shade 173 Applying Ready Mixed Priming Coat Pink Primer Of Approved Quality On Wood Work. 174 Painting Two Or More Coats ( E / C Priming Coat ) With Chocolate, Red Gray, Or Buff Paint Of Approved Quality On New Steel Or Wood Work. 175 P / F Local Best Quality Plain Lining Tongue & Grooved I / C Window Plug Complete With Necessary Screws And Priming Coat On The Unexposed Surface – 19 Mm Thick In Local Best Quality Leihao / Tolhao Wood. 176 Godown 177 Reinforced Cement Concrete Work In Suspended Floors, Roof, Landing, Shelves And Their Supports Balconies, Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers, Upto Floor Two Level E / C The Cost Of Centering, Shuttering And Re-Inforcement In 1:1.5:3. ( 1Cement:1.5 Coarse Sand:3 Graded Stone Aggregate 20Mm Nominal Size ) 178 Reinforcement For R.C.C. Work Including Bending, Binding And Placing In Position Complete ( B ) Tor Steel Bars 179 Sh : Const Of Brick Compound Wall With Gate ) 180 Earth Work In Excavation In Foundation Trenches Or Drains I / C Dressing Of Sides And Ramming Of Bottom Lift Up To 1.5 Mi / C Getting Out The Excavated Soil And Disposal Of The Surplus Excavated Soil As Directed Within A Lead Of 50 M In ( B ) Hard Dense Soil. 181 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering Ina ) 1:4:8 ( 1Cement: 4 C / Sand: 8 Graded Stone Aggt. 40 Mm Nominal Guage ) . 182 Reinforcement For Rcc Work I / C Bending , Binding And Placing In Position Complete ( I ) Thermo-Mechanically Treated Bars 183 Ii ) Mild Steel Bar 184 Providing Form Work I / C Centering Shuttering So As To Give A Rough Finishedstruttingand Propping Etc. Ht. Ofpropping And Centering Below Supporting Floor To Ceiling Not Exceeding 4M And Removal Of The Same For Insitu Reinforced Conc. Andplain Concrete Work In ( A ) Foundation, Footings, Bases Of Columns 185 B ) Columns, Pillars, Posts And Struts ( Square, Rectangular Or Polygon In Plan ) . 186 C ) Sides And Soffits Of Beams, Beam Haunching, Cantilevers, Girders, Bressumers And Lintels Not Exceeding 1M In Depth. 187 Providing And Laying In Position Of Specified Grade Of Reinforced Cement Concrete Excluding The Cost Of Centering And Shuttering , Finishing And Reinforcement - All Work Upto Plinth. A ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggreagate 20 Mm Nominal Size ) 188 Reinforced Cement Concrete Work In Walls ( Any Thickness ) I / C Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Post And Strutsetc Upto Floor Five Level Excluding The Cost Ofcentering, Shuttering And Reinforcement Witha ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggreagate 20 Mm Nominal Size ) 189 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15 Degree Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Casesupto Floor Five Level Excluding The Cost Ofcentering, Shuttering And Reinforcement Witha ) 1:1.5:3 ( 1 Cement: 1.5 Coarse Sand: 3 Graded Stone Aggreagate 20 Mm Nominal Size ) 190 Filling Available Excavated Earth ( E / C Rock ) In Trenches, Plinth Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M 191 Half Brick Masonry 2Nd Class ( Local 1St Class ) In Cement Mortar 1:3 ( 1C: 3C / Sand ) In Superstructure. 192 12Mm Cement Plaster 1:3 ( 1 Cement:3Coarse Sand ) 193 Neat Cement Punning 194 Steel Work Welded In Built Up Sections, Framed Work In Cutting, Hoisting, Fitting In Position And Applying A Priming Coat Of Red Lead Paint 195 I ) In Beams And Channels, Angles, Tees With Connecting Plates Or Angles Cleats As In Main And Cross Beams, Hip & Jack Rafters, Purlins Connected To Common Rafter And The Like. 196 Sh:-Construction Of Boulder Sausage As Protection Wall 197 Construction Of Boulder Wall With Broken Or Angular Boulderm Height, 1.50 M Height, 1.65 M Wide At Bottom And 0.90 M At Top And Slope 1:4 Slope I / C Cost Of 3 Mm G.I Wire Netting 10 Cm Diameter Sahi- Kuhipost Or Equivalent Of 2.70 M Long And Driven 1.20 M Inside The Ground Level And 1.50 M Above Level At Interval Of 1.50 M C / C Complete. 198 Sh: Construction Of Land Development & Drainage System 199 Earth Work In Excavation In Foundation Trenches Or Drains Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 Metres Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 Metres 200 A ) H / Dense Soil 201 Filling Available Excavated Earth ( E / C Rock ) In Trenches, Plinth Sides Of Foundation Etc. In Layers Not Exceeding 20 Cm In Depth Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M 202 P / L Cement Concrete In Foundationand Plinth E / C The Cost Of Centering And Shuttering In A ) 1:4:8 ( 1Cement: 4 C / Sand: 8 Graded Stone Aggt. 40 Mm Nominal Guage ) . 203 B ) 1:2:4 ( 1 Cem : 2 C / Sand: 4 Stone Aggt 20 Mm Nominal Size ) 204 2Nd Class ( Local First Class ) Brick Work In Foundation And Plinth In Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) 205 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement. 206 Earth Work In Surface Excavationexceeding 30Cm In Depth But Exceeding 1.5 Metres In Width As Well As 10 Sqm On Plan I / C Disposal Of Excavated Earth Lead Upto 50M And Lift Upto 1.5M Disposal Soil To Be Levelled And Neatly Dressed In A ) H / Dense Soil 207 Sh: Providing Of Pipes I / C Pipes Specials. 208 Cost Of Di Pipes 209 I ) 150Mm Dia 210 Cost Of Gi Pipes 211 I ) 100 Mm Dia 212 Ii ) 80 Mm Dia 213 Iii ) 65 Mm Dia 214 Iv ) 50 Mm Dia 215 Pipes Special And Internal Fitting 216 Sh:- Laying And Fixing Of Pipe Lines 217 Laying In Trenches Centrifugally Cast ( Spun ) Iron Socket And Spigot Pipes Class A Of The Following Nominal Dia ( Excluding Earth Work And Carriage Of Pipes ) . 218 A ) Di Pipes 219 I ) 150Mm Dia 220 B ) Gi Pipes 221 Ii ) 100 Mm Dia 222 Iii ) 80 Mm Dia 223 Iv ) 65 Mm Dia 224 V ) 50 Mm Dia 225 Excavating Trenches Of Required Width For Pipes, Cables Etc. Including Excavation For Sockets And Dressing Of Sides Ramming Of Bottoms Depth Upto 1.5 Metres Including Getting Out Of Excavated Soil And Then Returning The Soils As Required In Layers Not Exceeding 20 Cm In Depthi / C Consolidating Each Deposited Layer By Ramming And Watering Etc. And Diposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. Hard / Dense Soil 226 A ) Pipes, Cables Etc. Not Exceeding 75 Mm Dia. 227 B ) Pipes, Cables Etc. Exceeding 75 Mm Dia But Not Exceeding 300 Mm Dia. 228 Sh:- Procurement Of Pumpsets And Energisation 229 Procurement Of Electrictcally Operated / Hsd Water Pump Sets Having A Discharge 0.03 Cum / Sec At 150 Mtrs Head Kirloskar Model. 230 5 Hp ( Submerssible ) 231 25 Hp 232 40 Hp 233 Installation Of 63 Kva Transformer I / C Cost Of Transformer 234 Lamlongeiw / S Scheme 235 Errection And Stringing Of 11 Kv ( Ht ) Line With Acsr ( Rabbit ) ( 6 / 1 / 3.35 Mm ) Conductor With 9 M Long Stp ) 236 Lamlongei W / S Scheme 237 Sh: Construction Of Land Development 238 Clearing Grass And Removal Of The Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 239 Surface Dressing Of The Ground Including Removing Vegetation And Inequalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish Lead Upto 50 Cm And Lift Upto 1.5 Metres. 240 Hard / Dense Soil. 241 Earthwork In Excavation In Hill Cutting Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M Disposed Earth To Be Leveled And Neatly Dressed. 242 Hard / Dense Soil. 243 Sh: C / O Of Pump House 244 Earthwork In Excavation In Foundation Trenches Or Drains I / C Dressing Of Sides Ramming Of Bottom Lift Upto 1.5 Mi / C Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50M 245 A ) Hard / Dense Soil 246 Filling Available Excavated Earth ( E / C Rock ) In Layers Not Exceeding 20 Cm In Depth Consolidating Its Deposited Layrsby Ramming And Watering Lead Upto 50 M And Lift Upto1.5 M 247 Filling In Plinth With Sandy Soil Under Floor I / Watering Rammingconsolidating And Dressing Complete. 248 Providing Laying Cement Concrete In Foundation And Plinth E / C The Cost Of Centering And Shuttering In 1:3:6 ( 1 Cement:3 C / Sand:6 S / Aggt 40Mm Nominal Guage ) 249 Polygonal Rubble Masonry / Rr Masonry ( Uncoursed Brought To Course ) Square Rubble Masonry ( Un-Coursed Brought To Course ) With Hard Stone To Approved Quality In Foundationand Plinth In Cement Mortar 1:6 ( 1 Cement:6 Coarse Sand ) I / C Levelling Up With Cement Concrete 1:6:12 ( ( 1 Cement:6 F / Sand:12 S / Aggt 20Mm Nominal Guage ) At Plinth Level 250 Rccwork In Suspended Floors, Roofs, Beams Landing, Shelves, And Their Supports, Balconies, Beams, Plinth Beams , Girders And Cantilevers Up To Floor Two Levels Excluding Thecost Of Centering Shuttering And Reinforcement 1:1.5:3 ( 1 Cement:1.5 C / Sand:3 S / Aggt 20Mm Nominal Guage ) 251 Reinforcement For Rcc I / C Bending, Binding And Placing Inposition Complete 252 A ) Tmt Bar 253 B ) M.S. Bar 254 Providing Form Work I / C Centering Shuttering So As To Give A Wrought Finished Strutting And Popping Etc. Height Of Popping And Centering Bellow Supporting Floor Of Ceiling Not Exceeding 4M Removal Of The Same For In-Situ Reinforced Concrete And Plain Concrete Insideand Soffits, Of Beams Hunching, Cantilevers, Girders, And Lintels Not Exceeding 1M In Depth. 255 50 Mm Cement Concrete Flooring 1:2:4 ( 1 Cement:1 C / Sand:2 S / Aggt 20Mm Nominal Guage ) Finished With Coatingcoat Of Neat Cement 256 2Nd Class ( Local First Class ) Brick Work In Foundation And Plinth In Cement Mortar 1:3 ( 1 Cement :3 C / Sand ) 257 Half Brick Masonry 2Nd Class ( Local First Class ) In Cement Mortar 1:3 ( 1 Cement :3 C / Sand ) In Super Structure 258 Providing And Fixing Ms Round Or Square Bars At Required Spacing In Window Frames Of Window And Clerestory Windows 259 Providing Wood Work Inframes Of Windows, Clesestory Windowsand Other Frames Wrought, Framed And Fixed In Position With Local Best Quality Leihao / Tolhao 260 Providing Wood Work In Trusses, Purlins, Rafters, Post Plates Wall Plates And The Like Wrought Framed And Fixed In Positionwith Uchan / Tairen / Tolhao / Usoi 261 Supplying 40X 3M X 275 Mm Fb Twisted Plate I / C Cost Of Boltand Nuts 262 20 Mm Plank Walling ( Tolhao Local Best Quality ) And Tolaho Wood Beadings 62 X 12 Mm I / C Fitting And Fixing Wth Necessary Screws And Nails Complete ( Frame Work To Be Paid For Seperately ) 263 Coal Tarring Two Coats On New Work Using 10 Sqm. Not Less Than 1.6 Litres Of Coal Tar Of Approved Quality For First Coat, 1.2 Litres For Second Coat 264 Corrugated Gi Sheet Roofing 24 Bg Fixed With Galvanized Iron J Or L Hooks 8Mm Dia Gi Limpet And Bitumen Washers Complete E / C The Cost Of Purlin, Rafter And Trussess 265 Fixing Ridges Or Hips 610 Mm Over All In Plain Gi Sheet 22Bg Fixed With Galvanised Iron J Or L Hooks 8Mm Dia Gi Limpet Andbitumen Washer Complete. 266 Providing And Fixing 20 Mm Plank As Ceave Board With Tolhao / Uchan Wood 267 20 Mm Cement Plaster 1:3 ( 1 Cement:3 C / Sand ) 268 White Washing With Lime On New Work ( Three Or More Coats ) To Give An Even Shade 269 Providing And Fixing 40 Mm Thick Battened And Framed Door And Window Shutters With Necessary Ledges And Braces ( 25Mm ) I / C Bright Finished Or / And Black Enameled Iron T-Hinges With Necessary Screws Local Best Quality Leihao / Tolhao 270 Providing And Fixing Ms Sliding Bolts Bright Finished Or / And Black Enameled With Nuts And Screws Etc Complete 271 250 X 16 Mm 272 Providing And Fixing Ms Tower Bolts ( Barrel Type ) With Screw Etc Complete 273 A ) 250 X 10 Mm 274 B ) 150 X 10 Mm 275 Providing And Fixing Ms Handles With Necessary Screwsetc Complete 100 Mm 276 Providing Ready Mixed Priming Coat Pink Primer Of Approved Quality On Wood Work 277 Painting ( Two Or More Coats E / C Priming Coat ) With Chocholate Red, Green Or Buff Paint Of Approved Quality In All Shades On New Steel Or Woodwork. 278 Providing Woodwork In Frames Of False Ceiling, Partition Etc Sawn And Put Up In Position With Uchan / Tairen / Tus / Usoi 279 Providing And Fixing 1St Class Bamboo Chattai ( Special ) With Wood Beadings Size 40 X 12 Mm Of Best Quality Tolhao Wood Complete. ( Frame Work For Base To Be For Seperately ) 280 Sh: Drilling Of Tubewell ) 281 Drilling Of Tube Well By Drilling Machine For 150 Mm Dia Bore Well Up To A Depth Of 60 Meters

INR 10000 /-

Refer document

INR 4.33 Crore /-

Name of Work: Water Supply Scheme at Raphei Valley, Lamlongei and P/L feeder line from the clear water main line of Mantripukhri Imphal East

Sl. No.	Item Description
1	Construction of approach road & levelling
2	Earth work in excavation in hill cutting i/c disposal of excavated earth lead upto 50 metre and lift upto 1.50 m disposed earth to be leveled and neatly dressed
3	a. Hard /Dense soil
4	b. Hard shale
5	Earth work in excavation infoundationtrenches or drains i/c dressing of sides and ramming of bottom lift up to 1.5 metre i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metre a) Hard shale.
6	Collection and stacking of shingle gravel upto 40mm size by mechanical transport i/c loading at source unloading and stacking at work site upto a lead of 30 km
7	Spreading and leveling to gradient and required camber shingle/gravel as directed by the Engineer in charge
8	SH:-Construction of RCC intake Arrangement)
9	Boring,providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap in cement concrete concrete of M35 in cement concrete,to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with casing and/or betonite solutionand length ofpile to be embeded in the pile cap etc all completed( Length of the pile for payment shall be measured up to bottomof pile cap)
10	a)      600 mm dia piles
11	Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m
12	a)      Hard/Dense soil
13	Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in
14	a)1:4:8 ( 1 cem:4 c/sand:8 graded stone aggregate 40mm nom size)
15	b) 1:3:6 ( 1 cem:3 c/sand:6 graded stone aggregate 20mm size)
16	Providing form work including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in
17	a)      Foundation footings, bases of columns etc, and mass concrete.
18	b)      Columns, pillars, posts and struts (square, rectangular or polygon in plan).
19	c)       sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth.
20	d)      floors etc upto 200 mm in thickness
21	e)      Stair cases with sloping or stepped, soffits including risers and stringers excluding landing
22	Steel reinforcement for R.C.C work i/c straightening, cutting, bending, placing in position and bindingall complete
23	a)      Mild steelMedium Tensile steel bars
24	b)     Thermo- Mechanically Treated bars
25	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases upto floor five level e/c the cost of centering, shuttering, finishing and reinforcement with
26	a)      1:1.5:3 ( 1 cem : 2 c/sand : 4 graded stone aggregate 20 mm nom size )
27	Reinforced cement concrete work in wall(any thickness), i/c attached pilasters, buttressess, plinth and string courses, fillets, columns, pillars, piers, abutments, post and struts etc. Up to floor five level e/c the cost of centering, shuttering, finishing and reinforcement:
28	a)      1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
29	Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs havingslope more than 15 degree up to floor five level e/c the cost of centering, shuttering, finishing and reinforcement with (a) 1:1.5:3 (1cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
30	Half brick masonry 2nd class ( local first class ) in c.m. 1:3 ( 1 cem : 3 c / sand ) in superstructure
31	15 mm cement plaster 1:3 (1 cem : 3 c /sand )
32	White washing with lime on new work (three or more coats) to give an even shade.
33	Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed and fixed in position
34	a)      Local best quality Leihao
35	Providing and fixing 35 mm thick panelled glazed shutter for doors, windows and clerestory windows including anodised aluminium butt hinges with necessary screws.
36	a) Tolhao wood shutter with 12 mm thick teak wood particle board
37	Providing and fixing M.S. round or square bars with M.S. flats at required spacing in window frame of window and clerestory window.
38	Supplying doors and windows clamps with 40 mm X 6 mm F.B 80 cm long including bends.
39	Providing and fixing M.S. Sliding bolts bright finished or / and black enamelled with nuts and screws etc. complete.
40	a) 250 x 16 mm
41	Providing and fixing M.S. Tower bolts( barrel type ) with screws etc complete.
42	a) 250 x 10 mm
43	Providing and fixing M.S. Hooks and eyes
44	a)150 mm
45	Providing and fixing M.S. Handles with necessary screws etc complete. a)125mm
46	Steel work welded in built up sections, framed work in cutting hoisting fitting in position and applying a priming coat of red lead paint.
47	a)      In beams and cannels, angles, tees with connection plates or angle cleats as in main and cross beams, hips and jack rafters, purlins connection to common rafters and the like.
48	b)      In gratings, framed guard bars, ladders, railings, brackets and similar works.
49	Applying ready mixed priming coat pink primer of approved quality on wood work.
50	Applying ready mixed priming coat (red lead primer of approved quality) on steel work.
51	Painting two coats (excluding priming coat) with chocolate, red, grey or buff paint of approved quality on new steel or wood work.
52	Providing and fixing winch machine having capacity of 5.00 MT
53	Providing and fixing rope 16mm dia with U clamp
54	SH: Construction of Aerator
55	Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5 metres in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50m and lift upto 1.5m disposal soil to be levelled and neatly dressed in a) Hard/Dense Soil
56	Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in
57	a)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
58	Steel Reinforcement for R.C.C work including straightening sutting, bending, placing, in position and binding all complete
59	a) Thermo-Mechanically Treated bars
60	Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in
61	a) Foundation, footings, bases of columns etc. and mass concrete.
62	b) Cylindrical shells of radius more than 3 m (only the area of the underside shall be measured for the payment)
63	c) Vertical surface such as walls(any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like
64	d) Flat surface such as suspended floor, roofs landings and the like
65	e)Columns, pillars, posts and struts (square, rectangular or polygon in plan).
66	f) sides or soffits of beams, beam haunchings, cantilevers, girders, brussumers and lintels not exceeding 1m in depth.
67	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and nreinforcement- All works upto plinth level
68	a) 1:1:2 (1 Cement : 1 Coarse sand : 2 graded stone aggregate 20 mm nominal size).
69	Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and strutsetc upto floor five level excluding the cost ofcentering, shuttering and reinforcement with
70	a) 1:1.5:3 (1 Cement : 1.5 Coarse sand :3 graded stone aggregate 20 mm nominal size).
71	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases upto floor five level e/c the cost of centering, shuttering, finishing and reinforcement with
72	a) 1:1.5:3 (1 Cement : 1.5 Coarse sand :3 graded stone aggregate 20 mm nominal size).
73	Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and strutsetc upto floor five level excluding the cost ofcentering, shuttering and reinforcement with
74	a) 1:1.5:3 (1 Cement : 1.5 Coarse sand :3 graded stone aggregate 20 mm nominal size).
75	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre
76	15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
77	White glazed tiles 10 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement:3 coarse sand) finished with flush pointing in white cement.
78	SH: Construction of Settling Tank
79	Earth work in excavation in foundation trenches or drain i/c dressing of sides & ramming of bottoms lift upto 1.50 m i/c getting out the soil withine a lead of 50m in hard/ dense soil.
80	Providding & Laying of Cement concrete of1:3:6 (1Cem 3 sand 6 stone aggt 40mm gouge) e/c the cost of centering & shuttering in foundation & plinth.
81	Providding & Laying of Cement concrete of1:2:4(1Cem2 sand 4 stone aggt 20mm gouge) e/c the cost of centering & shuttering in foundation & plinth.
82	Re-inforcement for RCC work i/c bending, binding & placing in position etc complete, a) Tor steel bars
83	Re-inforced Cement Concrete work 1:1.5:3 (1cem 1.5 sand 3 stone aggt 20 mm gouge.
84	a) in foundation base .
85	b) ( i)in long walls
86	Providing form work i/c centering & shuttering so as to give a rough finish strutting & propping to ceeiling etc complete.
87	a)in foundation base etc.
88	ii) short walls outer
89	15 mm thick cement plaster (1:3 1cem 3 sand ) finished with a floating coat of neat cement.
90	Filling available excaveted earth (E/C rock) in trenches plinth sides of foundation etc in layer not exceeding 20 cm in depth consolidating each layer by ramming & watering lead upto 50 metres &lift upto 1.50 metres.
91	SH: Construction of Slow Sand Filter
92	Earth work in excavation in foundation trenches or drain i/c dressing of sides & ramming of bottoms lift upto 1.50 m i/c getting out the soil within a lead of 50m ina) Hard/ Dense soil.
93	Providing and Laying of cement concrete in foundation and plinth excluding the cost of centering and shuttering in a) 1:3:6 ( 1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size)
94	Providing and Laying of cement concrete in foundation and plinth excluding the cost of centering and shuttering in a) 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
95	Steel Reinforcement for R.C.C work including straightening sutting, bending, placing, in position and binding all completea) Thermo - Mechanically Treated bars
96	P/L cement concrete in foundationand plinth e/c the cost of centering and shutteringin a)1:1.5:3 (1cement: 1.5 c/sand: 3 graded stone aggt. 40 mm nominal guage).
97	Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and strutsetc upto floor five level excluding the cost ofcentering, shuttering and reinforcement with a) 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggreagate 20 mm nominal size)
98	Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping stc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced conrete work in
99	a) foundation, footings, bases of columns etc and mass concrete.
100	b) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses plinth and the string courses and the like
101	15 mm thick cement plaster 1:3 (1cement 3 Sand) finished with a floating coat of neat cement
102	Filling available excaveted earth (E/C rock) in trenches plinth sides of foundation etc in layer not exceeding 20 cm in depth consolidating each layer by ramming & watering lead upto 50 metres &lift upto 1.50 metres.
103	SH:- Providing & laying of Filter media
104	P/L 20cm thick brick ( local best quality) 1st class in two layers one on edge and one on plain for under layer drainage system for filter media of slow sand filter.
105	P/L of 30 cm thick gravel in three layers of each having effective size of 0.87mm – 1.40mm for top layer, 2.00mm – 4.00mm for middle layer and 6.00mm –12.00mm for bottom layer.
106	P/L of 90 cm thick sand for filter media having the following properties (a)Sand should be hard & resistant, quartz orquartzite, free from clay and dirt of any description etc.
107	(b) Effective size shall be 0.30 mm
108	(c ) Uniformity co-efficient should be 2.00 to 3.00
109	(d)Silicon content should be less than 99.80%
110	(e)Watering less/shall not exceed 3%
111	SH:Construction ofRCC Service reservoir
112	E/W in surface excavation over areas exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan I/c disposal of excavated earth lesd up to 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed in (a)Hard/ Dense soil.
113	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering in a)1:5:10 (1cement: 5 c/sand: 10graded stone aggt. 40 mm nominal guage).
114	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering in a)1:3:6 (1cement: 3 c/sand: 6 graded stone aggt. 40 mm nominal guage).
115	Providing form work i/c centering shuttering so as to give a rough finishedstruttingand propping etc. ht. ofpropping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced conc. andplain concrete work in (a) Foundation, footings, bases of columns
116	b) Vertical surfaces such as a walls (any thickness) partition and the like i/c pillars, plinth and the sring course and the like.
117	c)Columns, pillars, posts and struts (square, rectangular or polygon in plan ).
118	(d)a) Sides and soffits of beams, beam hunching, cantilevers, girds, buttresses, and lintels not exceeding 1m in depth.
119	e) Flat surface such as suspended floor, roofs, landings and the like
120	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and nreinforcement- All works upto plinth level a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
121	Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and strutsetc upto floor five level excluding the cost ofcentering, shuttering and reinforcement with a) 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggreagate 20 mm nominal size)
122	a) Walls
123	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases upto floor five level e/c the cost of centering, shuttering, finishing and reinforcement with a) 1:1.5:3 (1 Cement : 1.5 Coarse sand :3 graded stone aggregate 20 mm nominal size).
124	Reinforcement for RCC work i/c bending , binding and placing in position complete.(ii) Tor Steel
125	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering 1:1.5:3 (1cement: 1.5 c/sand: 3 graded stone aggt. 20 mm nominal guage).
126	Neat cement punning
127	Providing and fixing CI cover frame a) 600 x 450 mm (heavy duty) for manhole
128	Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
129	Extra for providing and mixing approved water proofing materials in cement mortar for plastering on concrete work in the proportion recommended by the manufacturer.
130	SH:Construction ofRCC Zonalreservoir
131	E/W in surface excavation over areas exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan I/c disposal of excavated earth lesd up to 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed in (a)Hard/ Dense soil.
132	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering in a)1:5:10 (1cement: 5 c/sand: 10graded stone aggt. 40 mm nominal guage).
133	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering in a)1:3:6 (1cement: 3 c/sand: 6 graded stone aggt. 40 mm nominal guage).
134	Providing form work i/c centering shuttering so as to give a rough finishedstruttingand propping etc. ht. ofpropping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced conc. andplain concrete work in (a) Foundation, footings, bases of columns
135	b) Vertical surfaces such as a walls (any thickness) partition and the like i/c pillars, plinth and the sring course and the like.
136	c)Columns, pillars, posts and struts (square, rectangular or polygon in plan ).
137	(d)a) Sides and soffits of beams, beam hunching, cantilevers, girds, buttresses, and lintels not exceeding 1m in depth.
138	e) Flat surface such as suspended floor, roofs, landings and the like
139	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and nreinforcement- All works upto plinth level a) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)
140	Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and strutsetc upto floor five level excluding the cost ofcentering, shuttering and reinforcement with a) 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggreagate 20 mm nominal size)
141	a) Walls
142	Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies,shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases upto floor five level e/c the cost of centering, shuttering, finishing and reinforcement with a) 1:1.5:3 (1 Cement : 1.5 Coarse sand :3 graded stone aggregate 20 mm nominal size).
143	Reinforcement for RCC work i/c bending , binding and placing in position complete.(ii) Tor Steel
144	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering 1:1.5:3 (1cement: 1.5 c/sand: 3 graded stone aggt. 20 mm nominal guage).
145	Neat cement punning
146	Providing and fixing CI cover frame a) 600 x 450 mm (heavy duty) for manhole
147	Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
148	Extra for providing and mixing approved water proofing materials in cement mortar for plastering on concrete work in the proportion recommended by the manufacturer.
149	SH: Const of Chowkidar Qtrs cum Godown
150	Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottom lift up to 1.5 mi/c getting out the excavated soil and disposal of the surplus excavated soil as directed within a lead of 50 m in (b) hard dense soil.
151	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering in a)1:4:8 (1cement: 4 c/sand: 8 graded stone aggt. 40 mm nominal guage).
152	Polygonal rubble masonry/ RR masonry (uncoursed/ brought to courses ) square rubble masonary ( uncoursed/ brought to courses) with hard stone of approved quality in foundation plinth in cement mortar 1:6(1cement:coarse sand)i/c levelling up with cement concrete1:6:12(1c:6c/sand:12 graded stone aggt. 20mm nominal gauge) at plinth level.
153	2nd class brick work (local 1st class) in foundation and plinth in cement mortar 1:3 ( 1c: 3c/s)
154	Half brick masonry 2nd class( local 1st class) in cement mortar 1:3 (1c: 3c/sand) in superstructure.
155	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought frames and fixed in position (b) Local best quality Leihao/Tolhao wood
156	Providing and fixing 20mm thick battened door andwindow shutter with necessary ledges and or braces (25mm) i/c bright finished and or black enameled MS iron T-hinges with necessary screws
157	(b)   Local best quality Tolhao/Uchan
158	Providing wood work in trusses, purlin, rafter, post polates, wall plates and the like wrought frames fixed in position in Uchan/Tairen/ Tplhao/ Khangra.
159	Corrugated GI sheet 24 BG fixed with galvanized iron J or L hooks 8 mm dia GI limpet and bitumen washers complete e/c the cost of purlin rafter and trusses.
160	Sub Head/ Items of work
161	Ridges or hips 610mm overall in plain GI sheet 24 BG fixed with galvanized iron J or L hooks 8mm dia GI limpet and bitumen washer complete.
162	Filling in plinth with sandy soil under floors i/c watering, ramming, consolidating and dressing complete.
163	75mm cement conc. Flooring 1:2:4 (1 cement: 2 c/sand: 4 Stone aggt. 20 mm nominal guage) finished with a floating coat of neat cement.
164	15 mm cement plaster 1:3( 1 cement: 3 c/sand)
165	Supplying HD bolt with 40mm X 6mm FB “U” shaped 106 cm long.
166	Supplying 40mx3mmx275mm FB twisted plate i/c the cost of bolts & nuts.
167	P/F MS tower bolt barrel type with screws etc. complete.200 x 10 mm
168	P/F MS handles with necessary screws etc. complete 100 mm
169	P/F MS sliding bolt bright finished and or black enameled with nuts and screws complete.
170	250x 16mm
171	Coal tarring two coats on new work using 10sqm not less than 1.6 litres of coal tar of approved quality for first coat and 1.20 litres for 2nd coat.
172	White washing with lime on new work (three or more coats) to give an even shade
173	Applying ready mixed priming coat pink primer of approved quality on wood work.
174	Painting two or more coats (e/c priming coat) with chocolate, red gray, or buff paint of approved quality on new steel or wood work.
175	P/F local best quality plain lining tongue & grooved i/c window plug complete with necessary screws and priming coat on the unexposed surface – 19 mm thick in local best quality Leihao/Tolhao Wood.
176	Godown
177	Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level e/c the cost of centering, shuttering and re-inforcement in 1:1.5:3.( 1cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size)
178	Reinforcement for R.C.C. work including bending, binding and placing in position complete (b)Tor steel bars
179	SH : Const of brick compound wall with gate)
180	Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottom lift up to 1.5 mi/c getting out the excavated soil and disposal of the surplus excavated soil as directed within a lead of 50 m in (b) hard dense soil.
181	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering in a) 1:4:8 (1cement: 4 c/sand: 8 graded stone aggt. 40 mm nominal guage).
182	Reinforcement for RCC work i/c bending , binding and placing in position complete (i) Thermo-Mechanically treated bars
183	ii) Mild Steel bar
184	Providing form work i/c centering shuttering so as to give a rough finishedstruttingand propping etc. ht. ofpropping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced conc. andplain concrete work in (a) Foundation, footings, bases of columns
185	b) Columns, pillars, posts and struts (square, rectangular or polygon in plan ).
186	c)sides and soffits of beams,beam haunching,cantilevers,girders,bressumers and lintels not exceeding 1m in depth.
187	Providing and laying in position of specified grade of Reinforced cement concrete excluding the cost of centering and shuttering ,finishing and reinforcement - All work upto plinth. a) 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggreagate 20 mm nominal size)
188	Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and strutsetc upto floor five level excluding the cost ofcentering, shuttering and reinforcement with a) 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggreagate 20 mm nominal size)
189	Reinforced cement concrete work in beams,suspended floors,roofs having slope upto 15 degree landings, balconies,shelves,chajjas,lintels,bands,plain window sills,staircases and spiral stair casesupto floor five level excluding the cost ofcentering, shuttering and reinforcement with a) 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggreagate 20 mm nominal size)
190	Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
191	Half brick masonry 2nd class( local 1st class) in cement mortar 1:3 (1c: 3c/sand) in superstructure.
192	12mm cement plaster 1:3( 1 cement:3coarse sand)
193	Neat cement punning
194	Steel work welded in built up sections,framed work in cutting, hoisting,fitting in position and applying a priming coat of red lead paint
195	i) In beams and channels,angles,Tees with connecting plates or angles cleats as in main and cross beams, hip & jack rafters,purlins connected to common rafter and the like.
196	SH:-Construction of Boulder Sausage as protection wall
197	Construction of boulder wall with broken or angular boulderm height,1.50 m height, 1.65 m wide at bottom and 0.90 m at top and slope 1:4 slope i/c cost of 3 mm G.I wire netting 10 cm diameter sahi- kuhipost or equivalent of 2.70 m long and driven 1.20 m inside the ground level and 1.50 m above level at interval of 1.50 m c/c complete.
198	SH: Construction of land development & drainage system
199	Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres
200	a) H/Dense soil
201	Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m
202	P/L cement concrete in foundationand plinth e/c the cost of centering and shuttering in a)1:4:8 (1cement: 4 c/sand: 8 graded stone aggt. 40 mm nominal guage).
203	b) 1:2:4 (1 cem : 2 c/sand: 4 stone aggt 20 mm nominal size)
204	2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand)
205	12 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
206	Earth work in surface excavationexceeding 30cm in depth but exceeding 1.5 metres in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50m and lift upto 1.5m disposal soil to be levelled and neatly dressed in a) H/Dense soil
207	SH: Providing of Pipes i/c pipes specials.
208	Cost of DI pipes
209	i) 150mm dia
210	Cost of GI pipes
211	i) 100 mm dia
212	ii)80 mm dia
213	iii)65 mm dia
214	iv)50 mm dia
215	Pipes special and internal fitting
216	SH:- Laying and fixing of pipe lines
217	Laying in trenches centrifugally cast (spun) iron socket and spigot pipes class A of the following nominal dia (excluding earth work and carriage of pipes).
218	a) DI pipes
219	i) 150mm dia
220	b) GI pipes
221	ii) 100 mm dia
222	iii)80 mm dia
223	iv)65 mm dia
224	v)50 mm dia
225	Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides ramming of bottoms depth upto 1.5 metres including getting out of excavated soil and then returning the soils as required in layers not exceeding 20 cm in depthi/c consolidating each deposited layer by ramming and watering etc. and diposal of surplus excavated soil as directed within a lead of 50 m. Hard /Dense soil
226	a) pipes, cables etc. not exceeding 75 mm dia.
227	b) pipes, cables etc. exceeding 75 mm dia but not exceeding 300 mm dia.
228	SH:- Procurement of Pumpsets and Energisation
229	Procurement of electrictcally operated/HSD water Pump Sets having a discharge 0.03 Cum/sec at 150 mtrs head KIRLOSKAR Model.
230	5 HP (Submerssible)
231	25 HP
232	40 HP
233	Installation of 63 KVA transformer i/c cost of transformer
234	LamlongeiW/S Scheme
235	Errection and stringing of 11 KV (HT) line with ACSR (Rabbit) (6/1/3.35 mm) conductor with 9 m long STP)
236	Lamlongei W/S Scheme
237	SH: Construction of Land Development
238	Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
239	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres.
240	Hard/Dense Soil.
241	Earthwork in excavation in hill cutting including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be leveled and neatly dressed.
242	Hard/Dense Soil.
243	SH: C/O of Pump house
244	Earthwork in excavation in foundation trenches or drains i/c dressing of sides ramming of bottom lift upto 1.5 mi/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m
245	a) Hard/ Dense soil
246	Filling available excavated earth(e/c rock)in layers not exceeding 20 cm in depth consolidating its deposited layrsby ramming and watering lead upto 50 m and lift upto1.5 m
247	Filling in plinth with sandy soil under floor i/watering rammingconsolidating and dressing complete.
248	Providing laying cement concrete in foundation and plinth e/c the cost of centering and shuttering in 1:3:6 (1 cement:3 c/sand:6 s/aggt 40mm nominal guage)
249	Polygonal rubble masonry/RR masonry(uncoursed brought to course) square rubble masonry (un-coursed brought to course) with hard stone to approved quality in foundationand plinth in cement mortar 1:6( 1 cement:6 coarse sand) i/c levelling up with cement concrete 1:6:12 ((1 cement:6 f/sand:12 s/aggt 20mm nominal guage) at plinth level
250	RCCwork in suspended floors,roofs, beams landing, shelves,and their supports,balconies,beams,plinth beams ,girders and cantilevers up to floor two levels excluding thecost of centering shuttering and reinforcement 1:1.5:3 (1 cement:1.5 c/sand:3 s/aggt 20mm nominal guage)
251	Reinforcement for RCC i/c bending,binding and placing inposition complete
252	a) TMT bar
253	b) M.S. bar
254	Providing form work i/c centering shuttering so as to give a wrought finished strutting and popping etc. height of popping and centering bellow supporting floor of Ceiling not exceeding 4m removal of the same for in-situ Reinforced concrete and plain concrete insideand soffits, of beams hunching, cantilevers, girders, and lintels not exceeding 1m in depth.
255	50 mm cement concrete flooring 1:2:4 ( 1 cement:1 c/sand:2 s/aggt 20mm nominal guage) finished with coatingcoat of neat cement
256	2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 ( 1 cement :3 c/sand)
257	half brick masonry 2nd class (local first class) in cement mortar 1:3 ( 1 cement :3 c/ sand) in super structure
258	Providing and fixing MS round or square bars at required spacing in window frames of window and clerestory windows
259	Providing wood work inframes of windows, clesestory windowsand other frames wrought,framed and fixed in position with local best quality Leihao/tolhao
260	Providing wood work in trusses, purlins, rafters, post plates wall plates and the like wrought framed and fixed in positionwith Uchan/tairen/tolhao/ usoi
261	Supplying 40x 3m x 275 mm FB twisted plate i/c cost of boltand nuts
262	20 mm plank walling(Tolhao local best quality)and Tolaho wood beadings 62 x 12 mm i/c fitting and fixing wth necessary screws and nails complete ( frame work to be paid for seperately)
263	Coal tarring two coats on new work using 10 sqm. Not less than 1.6 litres of coal tar of approved quality for first coat, 1.2 litres for second coat
264	Corrugated GI sheet roofing 24 BG fixed with galvanized iron J or L hooks 8mm dia GI limpet and bitumen washers complete e/c the cost of purlin,rafter and trussess
265	Fixing Ridges or hips 610 mm over all in plain GI sheet 22BG fixed with galvanised iron J or L hooks 8mm dia GI limpet andbitumen washer complete.
266	Providing and fixing 20 mm plank as ceave board with Tolhao/ Uchan wood
267	20 mm cement plaster 1:3 ( 1 cement:3 c/sand)
268	White washing with lime on new work ( three or more coats)to give an even shade
269	Providing and fixing 40 mm thick battened and framed door and window shutters with necessary ledges and braces (25mm)i/c bright finished or/and black enameled iron T-hinges with necessary screws local best quality Leihao/tolhao
270	Providing and fixing MS sliding bolts bright finished or/ and black enameled with nuts and screws etc complete
271	250 x 16 mm
272	Providing and fixing MS tower bolts (barrel type) with screw etc complete
273	a) 250 X 10 mm
274	b) 150 x 10 mm
275	Providing and fixing MS handles with necessary screwsEtc complete 100 mm
276	Providing ready mixed priming coat pink primer of approved quality on wood work
277	Painting ( two or more coats e/c priming coat) with chocholate red,green or buff paint of approved quality in all shades on new steel or woodwork.
278	Providing woodwork in frames of false ceiling,partition etc sawn and put up in position with Uchan/Tairen/tus/Usoi
279	Providing and fixing 1st class bamboo chattai ( special) with wood beadings size 40 x 12 mm of best quality Tolhao wood complete.(frame work for base to be for seperately)
280	SH: Drilling of Tubewell)
281	Drilling of Tube Well by Drilling machine for 150 mm dia bore well up to a depth of 60 meters