Tender For Item Rate For Construction Work-2 ( A ) Excavation In Foundation In Ordinary Soil ( Loam, Clay Or Sand ) Including Lift Upto 1.50 M. And Lead Upto 30 M. And Including Filling Watering And Ramming Of Excavated Earth Into The Trenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In Charge Upto A Distance Of 30 M. From The Foundation Trenches. ( Where Machine Can Not Move ) 3 Extra Rate For Quantities Of Earth Work Executed Under : 4 ( I ) Water And Liquied Mud 5 ( Ii ) In Or Under Foul Condition 6 As In Item No. 251 ( A ) Above But With Machnical Means For Road Work. 7 ( A ) As In Item 251 ( A ) Above But Excavationin Soil Mixed With Moorum, Shingle, Kankar Requiring The Use Of Special Tools And Plant Such As Pickaxes, Sabbals Etc. ( Where Machine Can Not Move ) 8 ( A ) Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In Theform Of Regular Pits Not Exceeding 0.50 M. In Depth And Earth Work In Embankment To Be In 20 Cm. Layers Including Remmingand Dressing The Surface To Required Levels And Slopes And Also Including 1.50 M. Liftand 30 M. Lead. The Earth From Cutting To Be Used In Making Embankment Or To Be Deposited As Spoil Banks With-In 30 M. Distance As Directed By The Engineerincharge. ( Royality Removed By Govt. ) For Small Works / Abadi Area. ( Where Machine Can Not Move ) 9 ( B ) As In Item No. 253 ( A ) Above But With Machnical Means For Road Work. 10 ( A ) Add To Items ( 251-253 ) For Every Additional 30 M. ( 100 Ft. ) Lead Or Part Of30 M ( 100 Ft. ) Or For Every Additional1.50 M. ( 5 Ft. ) Lift Or Part Of 1.50 M. ( 5 Ft. ) 11 ( A ) Sand Filling In Plinth And Under Floor Including Supply Ofnecessary Quantity Of Sand From A Distance Not Exceeding 8 Kms. Fromthe Site Of Work And Including Watering, Dressing Etc. Labour And T&P Etc. Required Forproper Complition Of The Work.Saplings Of Girth Upto 30 Cms. Measured At A Height Of 1 M. Above Ground Leveland Removal Of Rubbish Upto A Distance Of 50 M. Out Side The Periphery Of Areacleared. Including Cost Of Sand. 12 Concrete With 4 Cm. Guage Brick Ballast, White Lime And Surkhi In Foundation And Under Floors In The Proportion Of 100:16:32 Including Supply Of All Materials, Labour Tools & Plants Etc. Required For Proper Completion Of The Work. 13 Concrete With 4 Cm. Gauge Brick Ballast, Fine Sand Of 1.25 F.M. And Cement, In Proportion Of 12:6:1 In Foundations And Under Floors, Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. 14 As In Item 273 Above But In Proportion 10:5:1 15 As In Item 273 Above But In Proportion 8:4:1 16 Concrete With 2.5 Cm Gauge Brick Ballast White Lime And Surkhi In The Proportion Of 100:18:36 In Roof Terracing Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. 17 Cement Concrete With 4 Cm Gauge Approved Stone Grit, Coarse Sand & Cement In The Proportion Of 4:2:1 Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. 18 ( A ) Same As Above Item No. 279 But With 2 Cm. Gauge Stone Grit Instead Of 4 Cm.Gauge 19 ( B ) Same As Item No. 279 ( A ) But In Proportion Of 1:3:6 20 As In Item 279 Above But In Proportions Of 8:4:1Stone Ballast, Coarse Sand And Cement. 21 Cast Cement Concrete Door Sills, Chaukhats, Boundary Posts Shelves And Similar Small Work With Cement, Approvedcoarse Sand And 2 Cm Gauge Stone Grit In Proportions Of 1:2:4 Excluding Its Fixing And Binding The Same With 24 B.W. G.G.I., Binding Wire, Moulds, All Materials Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. The Rateexcludes Making Of Drip Course Which Shall Be Paid Extra. 22 R.C.C. Work With Cement, Approved Coarse Sand & 2 Cm Gauge Approved Stone Grit In Proportions Of 1:2;4 Inlintels Of Door & Windows Excluding Supply Of Reinforcement And Its Bending, But Including Its Fixing And Binding The Same With 24 B.W.G.G.I. Binding Wire And Including Necessary Centering And Shuttering Etc. And Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work Includingcost Of Binding Wire. The Rate Excludes Making Of Drip Course Which Shall Be Paid Extra. 23 As In Item 283 Above But For Slabs. 24 ( A ) As In Item 284 Above But For Slabs In 1:1.5:3. 25 As In Item 283 Above But In Lighter Beam Having Spans Upto 6 M. 26 286As In Item 283 Above But In Heavier Beam Having Spans Above 6 M. 27 As In Item 283 Above But In R.C.C. Raft Foundation And Footing With 4 Cm. Gauge Stone Ballast. 28 As In Item 283 Above But In R.C.C. Raft Foundation And Footing With 4 Cm. Gauge Stone Ballast. But With Cc3:1½:1 29 As In Item 283 Above But In R.C.C. T-Beamand R.C.C. Column. 30 As In Item 283 Above But In R.C.C. In 1:1½:3 ( Column And T-Beam ) 31 ( B ) M-150 Brick Work In One White Lime & Three Surkhi Mortar In Foundation And Plinth Including Supply Of All Materials Labour, Tools & Plants Etc. Required For Proper Completion Of The Work 32 Same As Item No. 302 ( B ) Above But In 1:6 ( One Cement & Six Fine Sand Of 1.25 F.M. ) Mortar. 33 Same As Item No. 302 ( B ) But In 1:5 ( One Cement & Five Fine Sand Of 1.25 F.M. ) Mortar 34 Same As Item No. 302 ( B ) But In 1:4 ( One Cement & Four Fine Sand Of 1.25 F.M. ) Mortar. 35 ( A ) Same As Item No. 302 ( B ) But In 1:4 ( One Cement & Four Corse Sand ) Mortar. 36 Same As Item No. 302 ( B ) But In 1:3 ( One Cement & Three Fine Sand Of 1.25 F.M. ) Mortar. 37 Same As Item No. 302 ( B ) But In 1:3 ( One Cement & Three Coarse Sand ) Mortar. 38 As In Item 302 ( B ) To 307 Above But In Superstructure Including Necessary Cutting & Moulding Of Bricks As Required Thickness Of Walls Not To Be Less Than 1½ Brick. Add Extra Labour To Above Items. 39 As In Item 309 Above But For Walls Of One Brick Thick, Add For Extra Labour 40 As In Item 309 Above But For Walls Of Half Brick Thick, Add For Extra Labour To The Rate Of Item No. 309. 41 2 Cm Thick Damp Proof Course With Cement And Approved Coarse Sand 1:2 With And Including Water Proofing Compound ( 1 Ltr. To 1 Bag Of Cement Of 50 Kg. ) As Ordered By The Engineer Incharge In The Proportion As Specified By The Manufacturer Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work And Including Proper Curing & Shutterings As Necessary. 42 As In Item 360 Above But 2.5 Cm Thick And Of Cement Concrete Consisting Of 1Part Cement, 1½ Parts Approved Coarse Sand And 3 Parts Approved 10 Mm. Graded Stone Grit And Including Water Proofing Material As Ordered By The Engineer Incharge In The Proportion As Specified By The Manufacturer. 43 M.S. Or Iron Work Of Small Sizes And Section Such As Holding Down Bolts, Hold Fast, Tie Rods Grating Etc. Wrought To Required From Including Supply Of Steel Bolts, Nuts Wastage Etc. And Their Fixing Required For Proper Completion Of The Work. 44 Same As In Item 502 Above But In M.S. Grills / Stair Case Railing / Gates / Trusher / Racks Etc. 45 Same As In Items 502 Above But Steel Z Section Window Excluding Glass Panes. ( I ) Fixed Panels 46 ( Ii ) Openable Panels 47 Same As In Item 502 Above But In Heavy Sizes Such As Trusses, Built Up Gates, Record Racks, Roof Work, Gates Etc. Including Rivetting Or Welding Where Necessary. 48 M.S. ( Tor Steel Or Plain ) In Plain Work Such As R.C.C. Or R.B. Work Including Bending For Proper Shape And Including Supply Of Steel & Its Wastage, Bend, Hooks, And Authorised Overlapping Shall Be Measured And Including Cost Of Binding Wire. 49 12 Mmthick Plaster With Cement And Fine Sand Of 1.25 Fineness Modules In 1:3 Over Brick Work Minimum Thickness Not To Be Less Than 1Cm. Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. 50 As In Item ( 582 ) Above But With Cement And Approved Coarse Sand Mortar In 1:3. 51 As In Item ( 582 ) Above But With Cement And Fine Sand Of 1.25 Fineness Modules Mortar In 1:4. 52 As Per Item No. 584 But With 1:4 Cement And Corse Sand 53 As In Item ( 582 ) Above But With Cement And Fine Sand Of 1.25 Fineness Modules Mortar In 1:6. 54 Add For Extra Labour To All Item Of Plaster If Done Ceiling. 55 Add For Extra Labour And Materials For Plaster Over Rough Face Of One Brick Wall. 56 2 Cm. Thick Cement Plaster In Dado Or Skirting In 1:2 Consisting Of One Part Of Cement & Two Parts Of Approved Coarse Sand Laid In Panels Finished With 3 Mm Floating Coat Of Neat Cementor Cement Mixed With Marble Dust In Ratio 5:1 Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of Thework. 57 Same As Above Item But 1.20Cm. Thick Instead Of 2 Cm Thick. 58 Engraving Lines In Plaster Of Outer Face Wall Vertically And Horizontally To Display The Surface As Stone Facing As Directed By The Engineer-Incharge Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. ( Add For Extra Labour To All Items Of Plaster ) , 59 Extra For Making Chequers Of Approved Patterns On Cement Concrete, Floor, Steps Landing Etc. 60 Supply And Fixing Of Kota Stone In Floor Ing 20 Mm Thick And Joint Filled With 1:2 Cement And Coarse Sand With Approved Colouring Materials To Be Given An Even Shade With 12 Mm Base Coat ( Bedding ) Of 1:2 Cement & Coarse Sand Morter And Polished By Hand Or Machine And Finally Finished With French Manson Polish Or Other Approved Polishincluding Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. 61 As In Item No. New Item ( 1 ) Above But 25 Mm Thick. 62 Supply And Fixing 10 To 12 Mm Thick Kota Stone Tiles In Skirting Or Dado Laid With 1:2 Cement And Approved Coarse Sand Morter Finished With In Its Cement Colour Slurry, Jointing And Polished Of Approved Quality Complete, Including Supply Of All Materials, Labour, Tools Andplants Etc. Required For Proper Completion Of The Work. 63 Supply And Fixing 6 To 8 Mm Thick Ivory Or Light Shades Vitrefied Tiles 600X600 Mm Size In Flooring And Skirting With 1:3Approved Cement Andcoarse Sand Morter Finished With In Its Cement Colour Slurry, Jointing And Polished Of Approved Quality Complete, Including Supply Of All Materials, Labour, Tools Andplants Etc. Required For Proper Completion Of The Work. As Per Direction Of Engineer - In- Charge 64 Finishing Wall With Water Proof Cement Paint Of Approved Make And Quality On New Work With Two Coat To Give An Even Shade Including Supply Of All Materials, Labour, Tools & Plant Etc. Required For Proper Completion Of The Work. 65 Same In Item No. ( 660 ) But For Each Coat Of Water Proof Cement Paint After The First Two Coat To Give An Even Shade 66 Finishing Wall With One Coat Of Water Proof Cement Paint Of Approved Quality On Previously Old Treated Surface With This Paint To Give An Even Shade Including Supply Of All Materials, Labour, Tools & Plant Etc. Required For Proper Completion Of The Work. 67 Same Aas Item 660 But For Weather Coat. 68 Same Aas Item Butover Previously Painted Surface Weather Coat. 69 Providing Cement Primer On Old / New Surfaces 70 Providing Wall Puttyon New Surface With Approvel Quality Material Of Berger / J.K. / Birla Or Similar Make 2 Coats 71 Providing Wall Puttyon Old Surface With Approvel Quality Material Of Berger / J.K. / Birla Or Similar Make 2 Coats 72 Dismantling Sundries Brick Work Including Stacking Of Dismantled Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 73 Dimantling Brick Work Or Stone Work In Lime Or Cement Mortar And Including Stacking Of Materials As Directed Be The Engineer-In-Charge Within A Distance Of 60 Meter ( 200 Feet ) . 74 As In Item ( 692 ) Above But In Mud Mortar. 75 Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 76 Dismantling Jack Arched Or Wooden Beam And Barga Roofs Including Beam, Roof Concrete Andincludingstacking Of Dismantled Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 77 As In Item ( 695 ) Above But Only Roof Concrete. 78 Dismantling Cement Concrete Or Brick Or Granolithic Floors Including Base Concrete And Including Stacking Of Dismantled Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 79 As In Item ( 697 ) Above But Floor To Be Stone Flagged Or Tiled Floor. 80 Dismantling Corrugated Iron Roofs Walls Or Partitions, Including Purlins, Battens And Vertical Supports And Including Stacking Of Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 81 Dismantling Of Girders, Trusses And Other Steel Work Including Stacking Of Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 82 Dismantling Doors Or Windows Including Chaukhats With Hold Fast And Including Stacking Of Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 83 Dismantling Doors Or Windows Leaves Including Stacking Ofmaterials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 84 Dismantling Doors Or Windows Including Chaukhats Butexcluding Hold Fast Andincluding Stacking Of Materials As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 85 Dismantling Existing Plaster Including Disposal Of Refuse As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 86 Raking Out Joint Of Brick Work In Cement Or Lime Morter To A Depth 1 Cm. ( 3 / 8 ) Including Disposal Of Refuse As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 87 Scraping Old White Or Colour Wash Including Disposal Of Refuse As Directed By The Engineer-In-Charge Within A Distance Of 60 Metre ( 200 Feet ) . 88 Consolidation Of Kankar By Hand Rammer Including Opening Out Stacks Sorting Kankar Into Three Sizes, Repairing Patches In Existing Road Suface With Kanker Making Medhi To Retain Water And Ramming And Also Including Carriage Of Metal Upto 30 Meters ( 100 Ft. ) Carriage Of Water 200 Metre Supply And Maintenance Of Barriers And All Tools And Plants Required For Proper Completion Of Work, Kankar To Be Supplied To The Contractor Free At Site. 89 As In Item No. 751 Above But For Consolidation By Road Roller Including Hire And Fuel Charges Etc. Of The Roller. 90 A ) As In Item No. 752 Above But For 12 Cm. ( Loose ) Thick Coat Of Brick Ballast. 91 ( B ) As In Item No. 753 ( A ) Above But Excluding Roller Charges. 92 ( C ) As In Item No. 753 ( A ) Above But Excluding Roller Charges Etc. And Also Excluding All T&P And Sundries Etc. ( Labour Only ) For Departmental Works. 93 ( A ) As In Item No. 753 ( A ) Above But 10 Cm. ( Loose ) Thick Coat Of Brick Ballast. 94 ( B ) As In Item No. 754 ( A ) Above But Excluding Roller Charges. 95 ( C ) As In Item No. 753 ( C ) Above But 8 Cm. ( Loose ) Thick Cost Of Brick Ballast For Departmental Works ( Labour Only ) . 96 ( A ) As In Item No. 752 Above But 12 Cm. ( Loose ) Thick Coat Of Stone Ballast. 97 ( B ) As In Item No. 755 ( A ) Above But Excluding Roller Charges. 98 ( D ) As In Item No. 755 ( A ) Above Butupto10 Cm. ( Loose ) Thick Coat. 99 ( E ) As Item No. 755 ( B ) Above But Upto10cm. ( Loose ) Thick Coat. But Excluding Roller Charges. 100 ( A ) As In Item No. 752Above But For 6 Cm. ( Loose ) To 8 Cm. ( Loose ) Coat Of Stone Ballast. 101 ( B ) As Item No. 756 ( A ) Above But Excluding Roller Charges. 102 ( C ) As In Item No.756 ( A ) Above But Excluding Roller Charges Etc. And Also Excluding All T&P And Sundries Etc. ( Labour Only ) For Departmental Works. 103 Water Allowance To Be Allowed On Item No. 751 To 756 Including Carriage & Cost Of Water Where Water Is Not Available At Site. 104 As In Item No. 757 ( A ) Above But Excluding Roller Charges Etc. And Also Excluding All T&P And Sundries Etc. ( Labour Only ) For Departmental Works. 105 Dag Belling 15Cm ( 6 ) Deep In One Line Aligned With Flags And Jhandies As Directed By Engineer-In-Charge. 106 Painting White / Coloured Traffic Lines 8-15 Cm. Wide In Three Coats With Approved Road Making Paint ( Spirit Base ) As Directed By The Engineer-Incharge, Including Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. 107 ( B ) As In Item No. 761 ( A ) Above But Excluding Cost Of Paint, All T&P And Sundries Etc. ( Labour Rate Only ) For Departmental Works. 108 Painting On Divider 1 Priming And Two Coats Of Enamel Paintincluding Supply Of All Materials, Labour, Tools & Plants Etc. Required For Proper Completion Of The Work. 109 As Per Item Above But Every Coat After Ist Coat And On Old Surface 110 Brick Soling With Strainght Over Burnt Bricks Laid Flat And Dry With Brick Edging On Both Sides Including Preparation Of Subgrade To Prescribed Camber And Including Supply Of Bricks, Filling Joints With Local Earth Of P.I. 5 To 7, Spreading Blinding Coat 1 Cm ( 3 / 8 ) Depth Of Local Earth Over The Entire Surface And Including Supply Of All Materials, Labour Tools & Plants Etc. Required For Proper Completion Of The Work. 111 As In Item No. 762 ( A ) Above But With Bricks Laid On Edge. 112 M-150 Brick On Edge Pavement On Parties With Bricks, Laid Dry Joints Filled With Local Sand Including Preparation Of Base To Proper Slope, And Its Ramming, Spreading Layer Of 1 Cm. ( 3 / 8 ) Depth Of Local Sand Over The Subgrade And Including Supply Of All Materials, Labour Tools &Plants Etc. Required For Proper Completion Of The Work. 113 Renewing Patries 1.5 Meterewide Including Dressing Surface Filling Upto 8Cm ( 3 ) Depth And Making Namunas, At Every 15 Metre Apart On Either Side Of The Road True To Patri Template With Side Slopes Of 1:2 Etc. Trenches For Taking The Earth To Be So Dug That They Form A Continuous Side Drain At Road Boundary. 114 Brick Lining On Both Side Of The Road Of M-150 Bricks 7 Cm. Wide. 11 Cm. Deep, Laid With Mud Mortar Including Labour & Supplyof Bricks Finished To The Required Template And In Proper Alignment And Also Including Dressing And Ramming The Excavated Earth As Directed By The Engineer-In-Charge. 115 Stacking Of Road Metal To The Required Template After Screening At Road Side Including Dressing Of Side Berms As Required Where Metal Is To Be Stacked And Including A Lead Upto 60 Meters ( 200 Ft. ) 116 Bitumen Painting ( Labour Only ) Over W.B. M Surface ( Ist Coat ) Excluding Supply Of Paint And Grit, Including Maintenance Of Sides Parties And Watering Them During Operation For Proper Completion Of The Work As Directed By The Engineer-In-Charge And Excluding Roller Charges And Its Fuel But Including Wages Of Fireman Tar Boiler Man Above And Also Including Shifting Of Materials And All Sundries Etc. 117 As In Item No. 767 Above But Subsequent Coat Of Painting Over Previously Painted Surface. 118 Scraping Old Painted Surface Including Disposal Of All Scraped Material To A Distance Of 30 Meters ( 100 Ft. ) As Directed By Enginer-In-Charge. For Small Area For Big Area As Per Morth Or Mord 119 Blinding Of W.B.M. Or Kankar Kilometer With Local Earth By Spreading Evently To An Average Depth Of 15Mm And Filling Up The Interstices Of The Road Metal. 120 As In Item No. 775 Above But Excluding T&P And Sundries Etc. For Departmental Works. 121 Earth Work On Edges Of Painted Surface Or C.C. Km. In A Width Of 1 / 2 Meters On Either Side Of Road For Proper Completion Of Work. 122 As In Item No. 775 Above But Excluding T&P And Sundries Etc. For Departmental Works. 123 Cleaning The Existing Painted / Primed Surface And Laying Premix 2Cm. ( 3 / 4 ) Thick Over A Tack Coat With Graded Approved Grit And Bitumin ( Labour Only ) Including Heating The Paint And Grit To The Required Temperature And Mixing Either In Mixer / Hand Drum Or By Manualincluding Cartage Of Materials, Maintenance Of Side Parties And Watering Them During Operation For Proper Completion Of The Work As Directed By The Engineer-In-Charge . Including Labour Charges For Tack Coat. 124 As In Item No. 781 Above Excluding T&P And Sundries Etc. For Departmental Works. 125 As In Item No. 781 Above But In Patches. 126 As In Item No. 781 ( A ) But In Patches. 127 Cleaning The Premix Surface And Laying Seal Coat With Approved 6Mm ( 1 / 4 ) Graded Grit And Bitumin ( Labour Only ) Including Heating The Paint To The Required Temperature And Mixing Either In Mixer, Hand Drum Including Cartage Of Materials, Maintenance Of Side Parties Andwatering Them During Operation For Proper Completion Of The Work As Directed By The Engineer-In-Charge Including All T&P And Sundries To Be Arranged By The Contractor But Exculding Roller Charges And Fuel Wood. 128 As In Item No. 783 Above But In Patches. 129 Providing Andapplying Primer Coat Over Prepared Surface Of Granular Base With Slowsetting Bitumen Emulsion With Spray Set Including Cleaning Of W.B.M. Surface Spreaying Primer @ 0.6 Kg / Sqm ( Excludingemulsion ) All Labour T & P Etc. As Per Mort&H Specification. ( Labour Rate Only ) In Patches 130 Brick Soling With Straight Over Brunt Bricks Laid Flat And Dry ( Labour Only ) Including Preparation Of Subgrade To Prescribed Camber, Filling Joints With Local Earth Spreading A Blinding Coat 1 Cm ( 3 / 8 ) Depth Of Local Earth Over The Entire Surface And Including Labour T&P Etc.Required For Proper Completion Of The Work.. 131 As In Item No. 785 Above But With Bricks Laid On Edge. 132 Laying Of Hume Pipe In Position ( Labour Only ) Including Labour And T&P Etc. Requiredfor Proper Completion Of The Work 133 Np-3 Type 134 ( I ) 350 Mm Dia 135 ( Ii ) 600 Mm Dia 136 ( Iii ) 800 Mm Dia 137 ( Iv ) 900 Mm Dia 138 ( V ) 1000 Mm Dia 139 Fixing Of Joints In Hume Pipe With Juit And Cement Etc.Including Cost Of All Matrial Labour And T&P Etc. Requiredfor Proper Completion Of The Work, ( I ) 350 To 600 Mm Dia ( Ii ) 800 To 1000 Mm Dia 140 ( A ) Laying And Consolidation Of Stone Ballastin Soling. By Hand Rammer For Patches. ( Labour Rate Only ) Including Filling Of Pot Holes Including Cartage Of Water Within 200M Distance And Blinding Etc. Complete. 141 ( B ) Laying And Consolidation Of Brick Ballast / Batsin Soling. By Hand Rammer For Patches. ( Labour Rate Only ) Including Filling Of Pot Holes Including Cartage Of Water Within 200M Distance And Blinding Etc. Complete. 142 Barricating With Approved Wooden Ballies Vertical 10Cm. Dia And 2M Long Fixed In Ground 45 Cm Deep And 2M Apart Including 2 Rows Of Horizontal Ballies Not Less Than 8Cm Dia 45 Cm Apart Centre To Centretiedby Narial Rope Including Cartage Of All Material And Also Including Hire Charges Of Balliescomplete As Direction Of Engineer In Charge. For Two Days 143 As Item Above But For More Than 02 Days. 144 As Per Item Above But With Three Rows Ofhorizontal Ballies. 145 Dismantling Of Old Brick Laid On Edge Kharanja Including Stacking Of Old Bricks . 146 As Per Item Above But Bricks Laid Flat / C.C. Interlocking Tiles 147 Providing & Laying Of Hot Applied Thermoplastic Compound 2.5 M.M. Thick Including Reflectorising Glass Beads @ 250 Gms. / Sq.Mt. Area. Thickness Of2.5 Mm. Inclusive Of Surface Applied Glass Beads As Per I.R.C. 2.35. The Finished Surface Must Be Level, Uniform And Free From Steaks And Holes.Supplying & Laying Of Empty Cement Bags 148 Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 ( 1:2:4 ) Coarse And Fine Aggregates Confirming To Is 383 Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weight Batcher Using Approved Mix Design, Laid In Approved Fixed Side Form Work ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels. Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints As Per Norms, Applying Debonding Strips Primer, Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction, Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 Including Cost Of Polythene Sheet And Dowel Bar And Also Including Complete Shifting Of Matrials & Concrete Etc. ( M-15 ) 149 Same As Above But When Thikness Of Cc Is Less Then 20 Cm. ( Without Dowel Bar ) 150 Construction Of Un-Reinforced, Dowel Jointed At Expansion And Construction Joint Only, Plain Cement Concrete Pavement, Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 ( 1:1½:3 ) Coarse And Fine Aggregates Confirming To Is 383 Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Concrete Mixer Of Not Less Then 0.2 Cum Capacity And Appropriate Weight Batcher Using Approved Mix Design, Laid In Approved Fixed Side Form Work ( Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels. Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints As Per Norms, Applying Debonding Strips Primer, Sealant, Dowel Bars, Near Approaches To Bridge / Culvert And Construction, Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Curing Compound ( Where Specified ) And Water Finishing To Lines And Grade As Per Drawing And Technical Specification Clause 1501 Including Cost Of Polythene Sheet And Dowel Bar And Also Including Complete Shifting Of Matrials & Concrete Etc. ( M-20 ) 151 Same As Above But When Thikness Of Cc Is Less Then 20 Cm. ( Without Dowel Bar ) 152 Supplyof 60Mm Thick Isi Marked Confirming To Is: 15658-2006 I Shaped Mechanically Compressed Interloking Cement Concerete Paver Blocks, Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. High Pressureand Control Vibration Machine Having Plan Dimension 200 X ( 160+120Mm ) With Minimum 5Mm Thick Topping Of O.P. Cement Mixed With 25% Marble Powder. The Compressive Strength Of Concerete Paver Block Shall Not Be Less Than 35 Mpa And 4.00 Kg Per Nos Including Cost Of All Material Labour T & P . ( I. ) Grey 153 Supplyof 60Mm Thick Isi Marked Confirming To Is: 15658-2006 I Shaped Mechanically Compressed Interloking Cement Concerete Paver Blocks, Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. High Pressureand Control Vibration Machine Having Plan Dimension 200 X ( 160+120Mm ) With Minimum 5Mm Thick Topping Of O.P. Cement Mixed With 25% Marble Powder. The Compressive Strength Of Concerete Paver Block Shall Not Be Less Than 35 Mpa And 4.00 Kg Per Nos Including Cost Of All Material Labour T & P . ( Ii ) Color 154 Supplyof 80Mm Thick Isi Marked Confirming To Is: 15658-2006 I Shaped Mechanically Compressed Interloking Cement Concerete Paver Blocks, Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. High Pressureand Control Vibration Machine Having Plan Dimension 200 X ( 160+120Mm ) With Minimum 5Mm Thick Topping Of O.P. Cement Mixed With 25% Marble Powder. The Compressive Strength Of Concerete Paver Block Shall Not Be Less Than 40 Mpa And Weight 4.50 Kg Per No. Confirming To Is: 15658-2006 Including Cost Of Material, Labour, T & P ( I. ) Grey 155 Supplyof 80Mm Thick Isi Marked Confirming To Is: 15658-2006 I Shaped Mechanically Compressed Interloking Cement Concerete Paver Blocks, Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. High Pressureand Control Vibration Machine Having Plan Dimension 200 X ( 160+120Mm ) With Minimum 5Mm Thick Topping Of O.P. Cement Mixed With 25% Marble Powder. The Compressive Strength Of Concerete Paver Block Shall Not Be Less Than 40 Mpa And Weight 4.50 Kg Per No. Confirming To Is: 15658-2006 Including Cost Of Material, Labour, T & P ( Ii ) Color 156 Supplyof 100Mm Thick Isi Marked Confirming To Is: 15658-2006 I Shaped Mechanically Compressed Interloking Cement Concerete Paver Blocks, Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. High Pressureand Control Vibration Machine Having Plan Dimension 200 X ( 160+120Mm ) With Minimum 5Mm Thick Topping Of O.P. Cement Mixed With 25% Marble Powder. The Compressive Strength Of Concerete Paver Block Shall Not Be Less Than 50 Mpa And Weight 5Kg Per No. Confirming To Is: 15658-2006 Including Cost Of Material, Labour, T & P . ( I. ) Grey 157 Supplyof 100Mm Thick Isi Marked Confirming To Is: 15658-2006 I Shaped Mechanically Compressed Interloking Cement Concerete Paver Blocks, Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. High Pressureand Control Vibration Machine Having Plan Dimension 200 X ( 160+120Mm ) With Minimum 5Mm Thick Topping Of O.P. Cement Mixed With 25% Marble Powder. The Compressive Strength Of Concerete Paver Block Shall Not Be Less Than 50 Mpa And Weight 5Kg Per No. Confirming To Is: 15658-2006 Including Cost Of Material, Labour, T & P . ( Ii ) Color 158 Supply And Laying Of 60Mm Thick Precast Cement Concerete I-Shape Interlocking Paver Blocks Isi Markconfirming To Is: 15658-2006 With Top Layer Of Minimum 5 Mm Thicknesshaving Plan Dimension 200X ( 160+120Mm ) Of O.P. Cement , Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. The Compressive Strength Of Concrete Paver Block Shall Not Be Less Than 35Mpaand Weight 4Kg Perincluding Cost Of Material, With A Blanket Layer Of 4.00Cm. Thick Fine Sand. Includinglabour, T & Petc Required For Proper Completion Of The Work As Directed By Engineer-In-Charge. 159 Supply & Laying Of 80Mm Thick Precast Cement Concerete I-Shape Interlocking Paver Blocks Isi Markconfirming To Is: 15658-2006 With Top Layer Of Minimum 5 Mm Thicknesshaving Plan Dimension 200X ( 160+120Mm ) Of O.P. Cement , Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. The Compressive Strength Of Concrete Paver Block Shall Not Be Less Than 40Mpaand Weight 4.5Kg Perincluding Cost Of Material, With A Blanket Layer Of 4.00Cm. Thick Fine Sand. Includinglabour, T & Petc Required For Proper Completion Of The Work As Directed By Engineer-In-Charge. 160 Supply & Laying Of 100Mm Thick Precast Cement Concerete I-Shape Interlocking Paver Blocks Isi Markconfirming To Is: 15658-2006 With Top Layer Of Minimum 5 Mm Thicknesshaving Plan Dimension 200X ( 160+120Mm ) Of O.P. Cement , Smooth High Gloss Finish, Skid Resistant; Manufactured From Rubber Moulds Through Vibro-Compression Mechanism. The Compressive Strength Of Concrete Paver Block Shall Not Be Less Than 50Mpaand Weight 5 Kg Perincluding Cost Of Material, With A Blanket Layer Of 4.00Cm. Thick Fine Sand. Includinglabour, T & Petc Required For Proper Completion Of The Work As Directed By Engineer-In-Charge. 161 Providing & Supply Gunny Bagsincluding Cost Of Sand And Stitching Of Bags And Laying In Position. 162 P / L Of 20Mm Primixing Carpatwith All Work Complete 163 P / L Of Seal Coat 164 Supplying & Stacking Of 22-4 -53 Mm Size Stone Ballest With All Comp Of Work 165 Supplying & Stacking Ofstone Dust With All Comp Of Work 166 Laying Of Interlocking Tiles ( Labour Only ) 167 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. 168 A ) 15 Mm Dia. Nominal Outer Dia Pipes 169 B ) 20 Mm Dia. Nominal Outer Dia Pipes 170 C ) 25 Mm Dia. Nominal Outer Dia Pipes 171 D ) 32 Mm Dia. Nominal Outer Dia Pipes 172 E ) 40 Mm Dia. Nominal Outer Dia Pipes 173 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Coldwater Supply, Including All Cpvc Plain & Brassthreaded Fittings I / C Fixing The Pipe With Clamps At1.00 M Spacing. This Includes Jointing Of Pipes &Fittings, With One Step Cpvc Solvent Cement And Thecost Of Cutting Chases And Making Good The Sameincluding Testing Of Joints Complete As Per Direction Ofengineer-In-Charge. Concealed Work, Includingcutting Chases And Making Good The Wall Etc. 174 A ) 15 Mm Dia. Nominal Outer Dia Pipes 175 B ) 20 Mm Dia. Nominal Outer Dia Pipes 176 C ) 25 Mm Dia. Nominal Outer Dia Pipes 177 D ) 32 Mm Dia. Nominal Outer Dia Pipes 178 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Coldwater Supply Including All Cpvc Plain & Brassthreaded Fittings. This Includes Jointing Of Pipes &Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Ofengineerin-Charge. External Work.. 179 A ) 15 Mm Dia. Nominal Outer Dia Pipes 180 B ) 20 Mm Dia. Nominal Outer Dia Pipes 181 C ) 25 Mm Dia. Nominal Outer Dia Pipes 182 D ) 32 Mm Dia. Nominal Outer Dia Pipes 183 E ) 40 Mm Dia. Nominal Outer Dia Pipes 184 F ) 50 Mm Dia. Nominal Outer Dia Pipes 185 G ) 62.50 Mm Dia. Nominal Outer Dia Pipes 186 H ) 75 Mm Dia. Nominal Outer Dia Pipes 187 I ) 100 Mm Dia. Nominal Outer Dia Pipes 188 J ) 150 Mm Dia. Nominal Outer Dia Pipes 189 Providing And Fixing Brass Stop Cock Isi Markedapproved Quality As Per Direction Of Engineer-In-Charge. 190 A ) 15 Mm Nominal Bore 191 B ) 20 Mm Nominal Bore 192 Providing And Fixing Brass Stop Bib Cockisi Markedapproved Quality As Per Direction Of Engineer-In-Charge. 193 A ) 15 Mm Nominal Bore 194 B ) 20 Mm Nominal Bore 195 Providing And Fixing Ball Valve ( Brass ) Isi Marked Approved Quality Complete , High & Low Pressure With Plastic Floats Complite As Per Direction Of Engineer-In-Charge. High Or Low Pressure With Plastic Floats: 196 A ) 15 Mm Nominal Bore 197 B ) 20 Mm Nominal Bore 198 C ) 25 Mm Nominal Bore 199 Providing And Fixing C.P. Brass Bib Cock Of Approved Quality Confirming To Is:8931 200 A ) 15 Mm Nominal Bore 201 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Confirming To Isi Standards And Weighing Not Less Than 810 Gms. 202 A ) 15Mm Nominal Bore. 203 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Approved Quality Confirming To Isi Standardsis 8931 204 A ) 15Mm Nominal Bore. 205 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Confirming To Is:8931 206 A ) 15 Mm Nominal Bore 207 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank Lsi: 12701 Marked ( Sintex Or Equivalent ) With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank Complete As Per Direction Of Engineer-In-Charge. 208 Providing And Fixing Water Closet Squatting Pan ( Indiantype W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Includingflush Pipe, Manually Controlled Device ( Handle Lever ) Conforming To Is : 7231, With All Fittings And Fixturescomplete, Including Cutting And Making Good The Wallsand Floors Wherever Required: 209 White Glazed Earthen Ware ( Indian Type ) / Neycer W.C. Pan 580 Mm Dia. 210 Providing And Fixing White Vitreous China Flat Back Or Wallcorner Type Lipped Front Urinal Basin Of 30X260x350 Mmand 340X410x265 Mm Sizes Respectively With Automaticflushing Cistern With Standard Flush Pipe And C.P. Brassspreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting Andmaking Good The Walls And Floors Wherever Required : 211 One Urinal Basin With 5 Litre White P.V.C. Automaticflushing Cistern 212 Range Of Four Urinal Basins With 10 Litre White P.V.C.Automatic Flushing Cistern 213 Providing And Fixing White Vitreous China Flat Back Halfstall Urinal Of Size 580X380x350 Mm With White Pvcautomatic Flushing Cistern, With Fittings, Standard Sizec.P. Brass Flush Pipe, Spreaders With Unions And Clamps ( All In C.P. Brass ) With Waste Fitting As Per Is : 2556, C.I.Trap With Outlet Grating And Other Couplings In C.P.Brass, Including Painting Of Fittings And Cutting Andmaking Good The Walls And Floors Wherever Required: 214 Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushingcistern 215 Range Of Two Half Stall Urinals With 5 Litre Pvc. Automaticflushing Cistern 216 Range Of Three Half Stall Urinals With 10 Litre Pvc.Automatic Flushing Cistern 217 Range Of Four Half Stall Urinals With 10 Litre Pvc.Automatic Flushing Cistern 218 Providing And Fixing One Piece Construction White Vitreouschina Squatting Plate With An Integral Longitudinalflushing Pipe, White P.V.C. Automatic Flushing Cistern, With Fittings, Standard Size G.I. / Pvc Flush Pipe For Backand Front Flush With Standard Spreader Pipes Withfittings, G.I Clamps And C.P. Brass Coupling Complete, Including Painting Of Fittings And Cutting And Makinggood The Walls And Floorsetc. Wherever Required : 219 Single Squatting Plate With 5 Litre P.V.C. Automaticflushing Cistern 220 Range Of Two Squatting Plates With 5 Litre P.V.C.Automatic Flushing Cistern 221 Range Of Three Squatting Plates With 10 Litre P.V.C.Automatic Flushing Cistern 222 Range Of Four Squatting Plates With 10 Litre P.V.C.Automatic Flushing Cistern 223 Providingandfixingwashbasinwithc.I.Brackets, 15 Mmc.P.Brasspillartaps, 32Mmc.P.Brasswasteof Standard Pattern, Including Painting Of Fittings And Brackets, Cuttingandmakinggoodthewallswherever Require: 224 White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps 225 White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap 226 White Vitreous China Wash Basin Size 550X400 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps 227 White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillar Tap 228 White Vitreous China Angle Back Wash Basin Of Size 600X480 Mm With Single 15 Mm C.P. Brass Pillar Tap 229 White Vitreous China Angle Back Wash Basin Of Size 400X400 Mm With Single 15 Mm C.P. Brass Pillar Tap 230 White Vitreous China Flat Back Wash Basin Size 450X300 Mm With Single 15 Mm C.P. Brass Pillar Tap 231 Providing And Fixing While Vitreous China Pedestal For Wash Basin Completely At The Back For The Reception Of Pipes And Fittings. 232 Providingandfixingstainlesssteelaisi304 ( 18 / 8 ) Kitchensinkasperis13983withc.I.Bracketsand Stainless Steel Plug 40 Mm, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required:Kitchen Sink With Drain Board 233 510X1040 Mm Bowl Depth 250 Mm 234 510X1040 Mm Bowl Depth 225 Mm 235 510X1040 Mm Bowl Depth 200 Mm 236 470X420 Mm Bowl Depth 178 Mm 237 Providing And Fixing Water Vitreous China Water Closer Squalling Pan ( Indian Type ) 238 Long Pattern W.C. Pan Of Size 580 Mm 239 Orissa Pattern W.C. Pan Size 580X440 Mm 240 Providing And Fixing Water Vitreous China Pedestal Type ( Eurepean Type / Wash Down Type ) Water Closer Pan. 241 Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To European Type W.C. Of Quality And Make As Approved By Engineer–In-Charge 242 Providing And Fixing P.V.C. Low Level Flushing Cistern With Manually Controlled Device ( Handle Lever ) Conforming To Is 7231, With All Fittings And Fixtures Complete. 243 10 Litre Capacity – White 244 Providing And Fixing Controlled Flush, Low Level Cistern Made Of Vitreous China With All Fittings Complete. 245 10 Litre ( Full Flush ) Capacity-White 246 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including Pvcwaste Fittings Complete.Semi Rigid Pipe 247 32 Mm Dia / 40 Mm Dia 248 Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass ( Of Approved Quality ) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. 249 Providing And Fixing Soil, Waiste And Vent Pipes:100 Mm Dia 250 Sand Cast Iron S&S As Per Is - 3989 251 Centrifugally Cast ( Spun ) Iron Socket & Spigot ( S&S ) Pipe As Per Is: 3989 252 Hubless Centrifugally Cast ( Wpun ) Iron Pipes Epoxy Coated Inside & Outside Is 15905 253 75 Mm Dia Meter 254 Sand Cast Iron S&S As Per Is - 1729 255 Centrifugally Cast ( Spun ) Iron Socket & Spigot ( S&S ) Pipe As Per Is: 3989 256 Hubless Centrifugally Cast ( Wpun ) Iron Pipes Epoxy Coated Inside & Outside Is 15905 257 Cutting Chases In Brick Masonry Walls For Following Diameter Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes And Making Good The Same With Cement Concrete 1:3:6 ( 1 Cement :3 Coarse Sand :6 Graded Stone Aggregate 12.5 Mm Nominal Size ) , Including Necessary Plaster And Pointing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) : 258 100 Mm Dia 259 75 Mm Dia 260 50 Mm Dia 261 Providing And Fixing Vitreous China Dual Purpose Closet Suitable For Use As Squatting Pan Or European Type Water Closet ( Anglo Indian W.C. Pan ) With Seat & Lid Fixed With C.P. Brass Hinges And Rubber Buffers, 10 Litre Low Level Flushing Cistern With Fitting And Brackets, 40 Mm Flush Bend, 20 Mm Over Flow Pipe, With Specials Of Standard Make And Mosquito Proof Coupling Of Approved Municipal Design Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required. 262 White Vitreous China Dual Purpose W.C. Pan With White Solid Plastic Seat And Lid With White Vitreous China Flushing Cistern And C.P. Flush Bend Isi Mark Kajaria Eqvilent Indian Made Brand. 263 Providing And Fixing White Vitreous China Extended Wall Mounting Water Closet Of Size 780X370x690 Mm Of Approved Shape Including Providing & Fixing White Vitreous China Cistern With Dual Flush Fitting Of Flushing Capacity 3 Litre / 6 Litre ( Adjustable To 4 Litre / 8 Litre ) , Including Seat Cover And Cistern Fittings, Nuts, Bolts And Gasket Etc Complete. Isi Mark Kajaria Eqvilent Indian Made Brand. 264 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Less Than 4.50Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design.100X100 Mm Size P Type 265 With Common Burnt Clay ( Non Modular ) Bricks Of Class-150 266 150X100 Mm Size P Type 267 With Common Burnt Clay ( Non Modular ) Bricks Of Class-150 268 Supplying And Fixing C.I. Cover Without Frame For Manholes: 269 455X610 Mm Rectangular C.I. Cover ( Light Duty ) The Weight Of The Cover To Be Not Less Than 23Kg 270 500 Mm Diameter C.I. Cover ( Medium Duty ) The Weight Of The Cover To Be Not Less Than 58 Kg 271 560 Mm Diameter C.I. Cover ( Heavy Duty ) The Weight Of The Cover To Be Not Less Than 108 Kg 272 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality 273 Square Shape 450 Mm Internal Dimensions 274 Circular Shape 450 Mm Internal Diameter 275 Md – 10 276 Square Shape 450 Mm Internal Dimension 277 Circular Shape 500 Mm Internal Diameter 278 Supplying And Fixing C.I. Cover 300X300 Mm Without Frame For Gully Trap ( Standard Pattern ) The Weight Of Cover To Be Not Less Than 4.5 Kg 279 Providing And Fixing Toilet Paper Holder Standrad Size Isi Marked C.P. Brass As Per Direction Engineer-In-Charge 280 Retro Reflective Signs ( Type-Iv Sheet ) For Both Sideproviding And Fixing Retro-Reflective Signboards Comprising Of Customised Modular Pu Epoxy Coated Ms Angle Iron Frame Work, Aluminum Composite Panel ( Acp ) As Base Board. Micro Prismatic Retro-Reflective Sheet And Electro Cut Colored Overlay Film / Latex Printing. The Horizontal And Vertical Members Including Inclined Outer Members Of The Ms Frame Module Shall Be Made Of Pair Ms Angle Iron. No Panel Size Shall Be More Than One Sqm And Each Panel Shall Be Braced Diagonally ( One Way Only ) With Ms Angle. The Ms Frame Module Shall Have Length Not More Than 3 Mtr. The Aluminum Composite Panel ( Acp ) Shall Have A Thickness Of 4Mm With 0.5 Mm Thick Skin Of Aluminum On Both Sides. The Acp Shall Be Fixed On The Ms Frame With Pop Riveting Or With Self Taping Ss Screws 5Mm Dia Spaced Not More Than 300Mm Centre To Centre Ensuring That No Riveting Is Seen On Either Face Of The Frame. On The Front Visible Face Of The Acp, Micro Prismatic Retro-Reflective Sheet Conforming To Type-Iv Of Astm: D 4956-09 Shall Be Pressure Fixed. The Retro-Reflective Sheeting Shall Be Tested For 3 Year Outdoor Weathering Test In Indian Conditions As Per Irc 67: 2012 & Proof Of The Same In Form Of Government Report Shall Be Uploaded With Quoting Tender. The Rate Include All Materials, Labour, Equipments, Fabrication, Transportation, Erection, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge. Signage On Ms Angle Frame Of ( 35X35x5 ) Mm 281 Retro-Reflectorised Traffic Sign As Per Irc 67-2012Providing And Fixing Of Retro-Reflectorised Cautionary, Mandatory And Informatory Sign As Per Irc 67:2012 Made Of High Intensity Grade Sheeting Vide Clause 801.3, Fried Over Aluminum Sheeting Type-Iv 1.5 Mm Thick Supported On A Mild Steel Angle Iron Post 75Mm X 75 Mm X6 Mm Firmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm Below Ground Level As Per Approved Drawing. The Retro-Reflective Sheeting Shall Be Tested For 3 Year Outdoor Weathering Test In Indian Conditions As Per Irc 67: 2012 & Proof Of The Same In Form Of Government Report Shall Be Uploaded With Quoting Tender. 282 A ) 90 Cm Equilateral Triangle With Diffinitation Plate Size ( 20 Cm X 60 Cm ) 283 B ) 60 Cm Equilateral Triangle With Diffinitation Plate Size ( 20 Cm X 60 Cm ) 284 C ) 60 Cm Circular With Diffinitation Plate ( 20 Cm X 60 Cm ) 285 D ) 80 Mm X 60 Mm Rectangular With Diffinitation Plate ( 20 Cm X 50 Cm ) 286 E ) 60 Mm X 60 Mm Rectangular With Diffinitation Plate ( 20 Cm X 50 Cm ) 287 F ) 60 Cm X 60 Cm Square With Diffinitation Plate ( 20 Cm X 60 Cm ) 288 G ) 90 Cm High Octagon 289 H ) 50 X 60 Cm Single Chevron 290 I ) 155 X 60 Cm Double Chevron 291 J ) 30 X 90 Cm ( Left / Right ) Object Hazard 292 K ) 45 X 90 Cm Two Way Object Hazard 293 L ) 30 X 90 Cm +45 X 78 Cm Guarded / Unguarded Railway Crossing 294 Road Marking With Hot Applied Thermoplastic Compound With Reflectorising Glass Beads On Bituminous Surfaceproviding And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes. Rates Are Inclusive Of All Taxes, Royalty, Etc. All T&P / Machine Material And Labour Required For Proper Completion Of Work. 295 ( A ) Bricksm-150 296 ( B ) Bricks M-100 297 ( C ) Bricks-Straight Over Brunt 298 ( D ) Bricks- Tiles ( Ist Class ) 299 ( E ) Brick Bats M-75 300 ( F ) Brick Bats ( O.B. ) 301 Fly Ash Bricks ( Specification / Strength Should Not Be Less Then Bricksm-150 ) Size 230X110x75mm 302 Fly Ash Bricks Tiles ( Specification / Strength Should Not Be Less Then Bricksm-150 ) Size 230X110x38mm 303 Fly Ash Concrete Curve Stone ( Specification / Strength Should As Per Mord / Morth ) Size 300X300x150mm ( M30 ) 304 Ballast ( M-150 Or Over Burnt Brick Ballast ) 305 ( A ) 5.00Cm. Gauge 306 ( B ) 4.00 Cm. Gauge 307 ( C ) 2.50 Cm. Gauge 308 Ballast ( Hard Stone ) Rates For Jwalapur / Haridwar Quarry. Size Shall Be As Per U.P.P.W.D. Or I.R.C. Code. Rates Are Same For Both. Stone Grading Materials 309 Aggregate - For 37.5 Mm Maximum Size - 22.4 Mm To 5.6 Mm 310 Aggregate - For 37.5 Mm Maximum Size - 45 Mm To 22.5 Mm 311 Aggregate - For 37.5 Mm Maximum Size - Below 5.6 Mm 312 Aggregate - For 53 Mm Maximum Size - 22.5 Mm To 5.6 Mm 313 Aggregate - Grading I ( 40 Mm Nominal Size ) 10 Mm - 5 / 4.75 Mm 314 Aggregate - Grading I ( 40 Mm Nominal Size ) 25 Mm – 10 Mm 315 Aggregate - Grading I ( 40 Mm Nominal Size ) 37.25 Mm - 25 Mm 316 Aggregate-Grading I 90 Mm To 45 Mm 317 Aggregate-Grading Ii 63 Mm To 45 Mm 318 Aggregate-Grading Iii 53 Mm To 22.4 Mm 319 Aggregates 22.4 Mm To 2.36 Mm For Wet Mix Macadam 320 Aggregates 45 Mm To 22.4 Mm For Wet Mix Macadam 321 Crushed Sand Or Grit Passing 2.36 Mm And Retained On 180 Micron 322 Crushed Stone Aggregate 26.5 Mm To 75 Micron 323 Crushed Stone Chipping 13.2 Mm Nominal Size 324 Crushed Stone Chipping 6.7 Mm Size 100% Passing 11.2 Mm And Retained On 2.36 Mm 325 Crushed Stone Chipping 6.7 Mm Size 100% Passing 9.5 Mm And Retained On 2.36 Mm 326 Crushed Stone Chipping 9.5 Mm Nominal Size 327 Crushed Stone Coarse Aggregate Passing 53 Mm And Retained On 2.8 Mm 328 Fine Aggregate / Crushed Sand 2.36 Mm To 75 Micron 329 Stone Boulder Of Size 150 Mm And Below 330 Stone For Coarse Rubble Masonry 1St Sort 331 Stone For Coarse Rubble Masonry 2Nd Sort 332 Stone For Random Rubble Masonry 333 Stone For Stone Set Pavement ( 300 Mm X 200 Mm X 150 Mm ) 334 Well Graded Material For Sub-Base - Grading I 2.36 Mm Below 335 Well Graded Material For Sub-Base - Grading I 53 Mm To 9.5 Mm 336 Well Graded Material For Sub-Base - Grading I 9.5 Mm To 2.36 Mm 337 Well Graded Material For Sub-Base - Grading Ii 2.36 Mm Below 338 Well Graded Material For Sub-Base - Grading Ii 26.5 Mm To 9.5 Mm 339 Well Graded Material For Sub-Base - Grading Ii 9.5 Mm To 2.36 Mm 340 Well Graded Material For Sub-Base - Grading Iii 2.36 Mm Below 341 Well Graded Material For Sub-Base - Grading Iii 4.75 Mm To 2.36 Mm 342 Well Graded Material For Sub-Base - Grading Iii 9.5 Mm To 4.75 Mm 343 Boulder With Minimum Size Of 300 Mm For Pitching At Site 344 Granular Material Or Hard Murrum For Gsb Works At Site 345 Close Graded Granular Sub-Base Material 37.5 Mm To 9.5 Mm 346 Close Graded Granular Sub-Base Material 9.5 Mm To 4.75 Mm 347 Close Graded Granular Sub-Base Material 4.75Mm To 75 Micron Mm 348 Close Graded Granular Sub-Base Material 2.36 Mm 349 Coarse Graded Granular Sub-Base Material 4.75Mm To 75 Micron Mm 350 Coarse Graded Granular Sub-Base Material 4.75 Mm To 2.36 Mm 351 Coarse Graded Granular Sub-Base Material 9.5 Mm To 4.75 Mm 352 Coarse Graded Granular Sub-Base Material 26.5 Mm To 4.75 Mm 353 Coarse Graded Granular Sub-Base Material 26.5 Mm To 9.5 Mm 354 Coarse Graded Granular Sub-Base Material 37.5 Mm To 9.5 Mm 355 Coarse Graded Granular Sub-Base Material 53 Mm To 26 .5Mm 356 Stone Screening Material For Wbm Grading-2And3 357 Miscellaneous Items 358 Cement Grey Ppc 359 Cement Port Land ( Ordinary ) 360 Cement White Viz J.K. / Birla 361 Wall Putty J.K / Birla White 362 Plaster Of Parish Sakarni Or Eqvivalent 363 Cinder 364 Distemper Oil Bound 365 Tiles ( White Glazed Or Equivalent ) 366 ( A ) Kotastone ( Machine Cut ) 60 X 60 Cm. 367 ( A ) Marble White 60 X 60 Cm. 368 ( B ) Marble White 60 X 60 Cm. 369 Granite Stone Black Or Grey Polished 370 Bulk Bitmen V.G.-10, Crmb -55. Emulsion 371 Polythene Sheet ( 125 Micron ) 372 Plastic Waste Which Is Cleaned Is Cut Into A Size Between 2.36Mm And 600 Microns And Of Maximum Size 2.36 Mm Length And 2.00Mm Width. 373 Ceremic Tiles Bell / Khjaria / Somani / J&J As Per Isi ( White, Cloudy Or Ordinary Colours 374 ( A ) For Floor Size 300 X 300 375 ( B ) For Wall Size 200 X 300 376 ( C ) Vitrified Tiles Size 600 X 600 377 Rcc Hume Pipe Np-3 ( S&S Type ) 378 Rcc Hume Pipe 350Mm Dia 379 Rcc Hume Pipe 450Mm Dia 380 Rcc Hume Pipe 600Mm Dia 381 Rcc Hume Pipe 900Mm Dia 382 Rcc Hume Pipe 1000Mm Dia 383 Rcc Hume Pipe 1200Mm Dia 384 Mason 385 ( A ) Ordinary 386 ( B ) For Floor And Tile Work 387 Carpenter 388 Black Smith 389 Hammer Man 390 Fitter 391 Painter 392 ( A ) Plumber Licensed With Kit Or Koshal Vikash Certificate 393 ( B ) Electrician Licensed With Kitor Koshal Vikash Certificate 394 Mate 395 Beldar / Mali 396 Bhishti With Mushk 397 White Washer 398 Belder For Bitumen Or Tar Work 399 Glazier 400 Bhainsa Buggi With Driver 401 Tractor Trolley With Driver Excluding P.O.L. 402 Amin / Tracer 403 Chaukidar 404 Jeep / Truck / Tractor / Roller Driver 405 Generator Operator 406 Mixol Operator 407 Pump Operator 408 Cleaner 409 Sweeper ( Full Time ) 410 Sweeper ( Part Time ) 411 Tractor With Harrow Or Water Tankertrolly With Driver And P.O.L. 412 J.C.B. Machine With Driver With P.O.L. 413 Crane ( 20-50 Tonnee ) With Driver And P.O.L. 414 Ricksaw Thela With Driver 415 Hire Charges Of Taxi With Permit ( Jeep / Car ) Not More Then Three Years Oldincluding Driver, Maintenance Etc All, But Excluding Fuel ( Disel / Petrol )
