Tender For Annual Maintenance Contract For Civil Works In Plant Building And Structures 2023-24, chavara-Kerala

Tender For Annual Maintenance Contract For Civil Works In Plant Building And Structures 2023-24 - 1 Skilled Labour 2 Labour Charges For Mason / Carpenter / Skilled Labour For Brick Work / Carpentary Work, Rcc, Pcc, Plastering, Dr / Rr Masonry, Painting , Plumbing And Other Skilled Works Etcincluding Allrequired Tools And Tacklesetc . 3 Unskilled Labour 4 Labour Charges Forunskilled Worker For Chipping, Cleaning, Earth Work Excavation, Dismantling Brick / Carpentary Work, Uprooting Overgrowth From The Building And Unforeseen Work If Any 5 Demolishing Brick Work 6 Demolishing Brick Work Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge.In Cement Mortar 7 Demolishing Stone Rubble Masonry 8 Demolishing Stone Rubble Masonry Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer -In- Charges:In Cement Mortar 9 Dismantling Floor Tile 10 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead.For Thickness Of Tiles 10 Mm To 25 Mm 11 Dismantling Auminium / Gypsum Partition 12 Dismantling Aluminium / Gypsum Partitions, Doors, Windows, Fixed Glazing And False Ceiling Including Disposal Of Unserviceable Surplus Material And Stacking Of Serviceable Material With In 50 Metres Lead As Directed By Engineer - In-Charge 13 Dismantling Flexible Pavement 14 Dismantling Of Flexible Pavement ( Bituminous Courses ) By Mechanical Means And Disposal Of Dismantled Material Up To A Lead Of 1 Kilo Metre, As Per Direction Of Engineer-In-Charge. 15 Demolishing Rcc 16 Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 17 Demolishing Cement Concrete ( 1:3:6 Or Richer Mix ) 18 Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In-Charge.Nominal Concrete 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 19 Dismantling Door, Windows And Clererstory Window ( Steel / Wood ) 20 Dismantling Doors, Windows And Clerestory Windows ( Steel Or Wood ) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead:Of Area 3 Sq. Metres And Below 21 Taking Out Doors, Windows, Clererstory Window 22 Taking Out Doors, Windows And Clerestory Window Shutters ( Steel Or Wood ) Including Stacking Within 50 Metres Lead:Of Area 3 Sq. Metes And Below 23 Dismantling Old Plaster 24 Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. 25 Removing Slurry / Deposited Sludge 26 Removing Slurry / Deposited Sludge / Solids / Vegetation Over Growth From Drainage For All Depth And Dispose The Waste With In 500 M Lead As Directed By Engineer-In-Charge, Including Removal And Replace The Cover Slab Of Drain If Any, Clearing Mouth Of Inlet To Drain, Ensure Unhindered Flow Through Drain.The Required Manpower, Tools, Safety Apparels And Tackles Shall Be Arranged By The Contractor. 27 Supply And Stacking Of Hard Stone 28 Supplying And Stacking Of Hard Stone ( For Stone Pitching ) 22.5 Cm Thick At Site. 29 Sectioning 30 Area Grading / Sectioning Not Exceeding 30 Cm In Depth But Exceeding 1.5M In Width As Well As 10 Sqm On Plan Including Disposal Of Excavated Earth Up To 50 M And Lift Up To 1.5 M, Disposed Soil To Be Levelled And Neatly Dressed:;All Kinds Of Soil 31 Filling Available Excavated Earth 32 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 33 Red Earth Filling 34 Supplying And Filling In Plinth With Red Earth Under Floors, Including Watering, Ramming Consolidating And Dressing Complete. 35 Earth Work Excavation 36 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan ) Including Disposal Of Excavated Earth, Lead Up To 50 M And Lift Up To 1.5 M, Disposed Earth To Be Levelled And Neatly Dressed.All Kinds Of Soil 37 Dewatering / Shoring - Extra Over Above Item 18 38 Extra Over Above Item, For Dewatering / Shoring Quantities Of Works, Executed In Or Underwater And / Or Liquid Mud, Including Pumping Out Water As Required. 39 Extra For Additional Lift 40 Extra Over Above Item 18 For Every Additional Lift 1.5 M Or Part There Of In Excavation / Banking Excavated Or Stacked Materials.All Kinds Of Soil 41 Disposal Of Building Rubbish 42 Disposal Of Building Rubbish / Malba / Similar Unserviceable, Dismantled Or Waste Materials By Mechanical Means, Including Loading, Transporting, Unloading To Anywhere Within Kmml Or As Approved By Engineer-In-Charge, Beyond 50 M Initial Lead, For All Leads Including All Lifts Involved. 43 Rr Masonry 44 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size ) Up To Plinth Level With:;Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) Excluding The Cost Of Cement. 45 Brick Work ( In Superstructure ) 46 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level In All Shapes And Sizes Including Cost And Conveyance Of Materials, Steel Tubular Double Scaffolding Etc.Complete.;Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) Excluding Cost Of Cement. 47 Solid Block Masonry For Foundation And Plinth ( 30X20x15cm ) 48 Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 30X20x15 Cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Foundation And Plinth With Thickness 15Cm In: Cm 1:6 ( 1 Cement :6 Coarse Sand ) Etc Complete Excluding The Cost Of Cement. 49 Solid Block Masonry-Super Structure Upto Floor 2M Level ( 30X20x15cm ) 50 Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 30X20x15cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Levelwith Thickness 15Cm In : Cm 1:6 ( 1 Cement : 6 Coarse Sand ) Etc Complete Excluding Cost Of Cement. 51 Solid Block Masonry-Super Structure Above Floor 2M Level ( 30X20x15cm ) 52 Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 30X20x15cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Above Floor Two Level Upto Floor Five Level With Thickness 15Cm In : Cm 1:6 ( 1 Cement : 6 Coarse Sand ) Etc Complete 53 Pcc 1:4:8 - All Work Uptoplinth 54 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:;1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Nominal Size ) 55 Pcc 1:2:4 - All Work Uptoplinth 56 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:;1:2:4 ( Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Excluding Cost Of Cement. 57 Rcc 1:2:4 - All Work Uptoplinth 58 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:;1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Excluding Cost Of Cement And Tmt Steel Bars. 59 Rcc 1:1.5:3 - All Work Uptoplinth 60 Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level:;1:1:5:3 ( 1 Cement 1.5 Coarse Sand :3 Graded Stone Aggregate 20 Mm Nominal Size ( Cement Shall Be Supplied By Kmml ) 61 Rcc 1:1.5:3 - Walls ( Any Thickness ) , Attached Pillasters, Buttresses, Plinth And String Course, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts 62 Reinforced Cement Concrete Work In Walls ( Any Thickness ) , Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Up Tot Floor Five Level Excluding Cost Of Centering, Shuttering, Finishing, Reinforcement And Cement :;1:1.5:3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 63 Rcc 1:1.5:3 - Beams, Suspended Floors, Roofs, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Staircases 64 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs, Having Slope Up To 15 Degree, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . 65 Extra For Laying Rcc In Or Under Waterand Or Liquid Mud 66 Extra For Laying Reinforced Cement Concrete In Or Under Water And / Or Liquid Mud Including Cost Of Pumping Or Bailling Out Water And Removing Slush Etc., Complete.Note:- The Quantity Will Be Calculated By Multiplying The Depth Measured From The Subsoil Water Level Upto The Centre Of Gravity Of The R.C.C. Under Subsoil Water With The Quantity Of R.C.C. In Cubic Metre Executed Under Subsoil Water.The Depth Of Centre Of Gravity Shall Be Reconed Correct To 0.1M. 0.05 M Or More Shall Be Taken As 0.1 And Less Than 0.05 M Ignored.No Extra Payment Shall Be Made For Placing Reinforcement Or Centering & Shuttering Under Subsoil Water Conditions. 67 Digester-Chipping Of Sides Of Digester Pedestal And Filling The Gap With Concrete / Grout In 1:1.5:3 Mix 68 Chipping Of Concrete At Required Depthon Sides Of Digester Pedestal, Levelling The Chipped Portion And Filling The Gap With Concrete / Groutin 1:11 / 2:3 Mix ( 1 Cement, 1 1 / 2 Sand, 3 Nominal Size Aggregate And Suitable Admixture For Rapid Strengthening ) Including Cost And Conveyance Of All Materials, Formwork, Scaffolding, Watering, Curing Etc;Complete. And Clearing The Debris Up To A Distance Of 500M. But Excluding Cost Of Cement. 69 Digester-Chipping Of Foundation Under Side Of The Base Plate Of Digester And Strengthening Of Base Plate, 1:1.5:3 Mix 70 Chipping Of Foundation Under Sideof The Base Plate And Sideof Digester As Required For Welding And Levellingandstrengthening Of Base Plate, Filling The Gap With Concrete / Grout With 1:11 / 2:3 ( 1 Cement, 1 1 / 2 Sand, 3 Nominal Size Aggregate And Suitable Admixture For Rapid Strengthening ) Mix Including Cost And Conveyance Of All Materials, Formwork, Scaffolding, Watering, Curing Etc Complete And Clearing The Debris Up To A Distance Of 500M. But Excluding Cost Of Cement. 71 Centering And Shuttering -Foundation, Footing, Base Of Column ( Mass Concrete ) 72 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 73 Centering And Shuttering -Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses 74 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 75 Centering And Shuttering -Suspended Floors, Roofs, Landings, Balconies And Access Platform 76 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 77 Centering And Shuttering-Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 78 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 79 Centering And Shuttering-Columns, Pillars, Piers, Abutments, Posts And Struts 80 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts 81 Centering And Shuttering-Staircase 82 Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Stairs, ( Excluding Landings ) Except Spiral - Staircases ) 83 Extra Additional Height In Centering And Shuttering 84 Extra Additional Height In Centering, Shuttering Where Ever Required With Adequate Bracing, Propping Etc. Including Cost Of De-Shuttering And Decentering At All Levels, Over A Height Of 3.5M, For Every Additional Height Of 1 Metre Or Part Thereof ( Plan Area To Be Measured ) .Suspended Floors, Roofs, Landing, Beams And Balconies ( Plan Area To Be Measured ) 85 Steel Reinforcement-Upto Plinth Level 86 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level;Thermo - Mechanically Treated Bars Of Grade Fe-500D Or More ( Tmt Steel Bars Shall Be Supplied By Company ) . 87 Steel Reinforcement-All Complete Above Plinth Level 88 Steel Reinforcement For R.C.C Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level.;Thermo - Mechanically Treated Bars Of Grade Fe-500D Or More ( Tmt Steel Bars Shall Be Supplied By Company ) 89 Anti Corrosive Nitozinc Primer 90 Providing And Applying Anti Corrosivenitozinc Primer / Cera Cte Sp Ci / Protectosil Cit, Two Or More Coats, Over The Exposed Steel Reinforcementas Per The Manufacture&Apos;S Specification Including Scaffolding Upto Height 5 Mtr And As Directed By Engineer-In-Charge. The Product Shall Be Applied On Corroded Area Of Reinforcement And The Exposed Reinforcement Surface After Throughly Cleaning. Painted Area Of Steel Shall Be Considered For Payment 91 Pockets For Bolt 92 Providing Pockets For Bolt Fixing To Suit The Base Plate Of Already Made As Per The Direction Of The Company Representatives. 93 12 Mm Cement Plaster-Cm 1:3 94 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix Including All Tools And Tackles, Labour Charges, Necessary Scaffolding, Curing Etc Complete At All Heights, Except Cost Of Cement: ;1:3 ( 1 Cement : 3 Fine Sand ) 95 12 Mm Cement Plaster-Cm 1:4 96 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix Including All Tools And Tackles, Labour Charges, Necessary Scaffolding, Curing Etc Completed All Heights, Except Cost Of Cement.;1:4 ( 1 Cement : 4 Fine Sand ) 97 Finishing Floor With Cement Plaster Cm 1:4 98 Finishing Floor With Cement Plaster In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , 15Mm Thick One Coat Floated Hard And Trowelled Smooth And Neat Cement Flushing Coat / Red Oxide / Black Oxide / Thread Lines Including Cost And Conveyance Of All Materials, Labour Charges Etc Complete But Excluding Cost Ofcement. 99 Sbr Polymer-Modified Cement Mortar 100 Providing, Mixing And Applying Sbr Polymer ( Of Approved Make Such As Nitobond;Sbr / Sbr Reomix / Cera Sbr Latex Of M / S Fosroc / Basf / Cera Chem Or Similiar Respectively ) ;Modified;Cement Mortar In Proportion Of 1:4 ( 1 Cement: 4 Graded Coarse Sand With;Polymer Minimum;2% By Wt. Of Cement Used ) Including Surface Cleaning And Application Of Sbr Bonding Slurry To The Prepared;Surface For Proper Adhesion As Per Manufacturers Specification As And;Directions Of Engineer-Incharge.Note: Measurement And Payment: The Pre-Measurement Of Thickness Shall Be;Done Just After;The Surface Preparation Is Completed And Payment Under This;Item Shall Be Made Only After Proper Wet;Curing Has Been Done And Surface;Has Been Satisfactorily Evaluated By Sounding / Tapping With A Blunt;Metal;Instrument Of 12 Mm Average Thickness Including Scaffoldings Upto 4 M Height ( Cement Required;Shall Be Supplied By The Company Free Of Cost At Our Stores. ) 101 Tiling - I St Quality Ceramic Glazed Wall Tiles 102 Providing And Fixing Premium Quality Ceramic Digital Wall Tiles Of Approved Brands Like;Kajaria / Nitco / Simpolo / Somany / Johnson Or Approved Brand Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacturer ) , In All Colours, Shades Having Size 30X60 Cms Or Nearest Or As Approved By Engineer -In-Charge Over 12Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Course Sand ) In Approved Pattern With Two Or More Desgin Tiles Complete And Jointing Tiles With Spacers And Epoxy Joint Fillers With Matching Shade Including All Surface Preparations, Hacking Etc ( The Required Opc Cement Shall Be Supplied By Kmml At Our Store ) ;Cement Based High Polymer Modified Quick-Set Tile Adhesive ( Water Based ) Conforming To Is : 15477, In Average 3 Mm Thickness Including All Surface Preparations, Hacking Etc 103 Tiling-I St Quality Ceramic Floor Tiles 104 Providing And Fixing Premium Quality Ceramic Digital Anti-Skid Floor Tiles Of Make; Kajaria / Nitco / Simpolo / Somany Or Approved Brand Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacturer ) , In All Colours, Shades Of Size Matching To Wall Tiles Or As Approved By;Engineer -In-Charge, Over 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) In Approved Pattern With Two Or More Desgin Tiles Complete And Jointing Tiles With Spacers And Epoxy Joint Fillers With Matching Shade; Including All Surface Preparations Complete. ( The Required Opc Cement Shall Be Supplied By Kmml At Our Store ) 105 Tiling- Industrial Pattern Vitrified Floor Tiles 106 Providing And Laying Industrial Pattern Vitrifiedfloor Tiles Of Size 300X300 Mm Or Nearest Or Approved By Engineer In Charge Having Thickness 10Mm, Of 1St Quality, Of Approved Make, In All Colours As Instructed By Engineer In Charge, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Including Pointing / Jointing The Tiles With Spacers And Epoxy Joint Fillers With Matching Shades Etc., Complete Including All Surface Preparations. ( The Required Opc Cement Shall Be Supplied By Kmml At Our Store ) . 107 Tiling- First Quality Vitrified Digital Tiles 108 Supply And Laying First Quality Vitrified Digital Tiles Having Size Upto 1200 X 600Mm ( As Directed By Engineeer In Charge ) Of Make Kajaria / Johnson / Somany / Simpolo Or Other Approved Brand For Floors / Walls As Per Architectural Design Laid With Cement Based High Polymer Modified Quick Set Tile Adhensive ( Water Based ) Conforming To Is: 15477, In Average 3 Mm Thickness In Approved Pattern With Two Or More Design Complete And Jointing Tiles With Spacers And Epoxy Joint Fillers With Matching Shades Of Approved Brand, Including All Surface Preparations Complete. 109 Tiling- First Quality Vitrified Digital Size 110 Supply And Laying First Quality Vitrified Digital Tiles Having Size Upto 1200 X 600Mm ( As Directed By Engineeer In Charge ) Of Make Kajaria / Johnson / Somany / Simpolo Or Other Approved Brand For Floors In Approved Pattern With Two Or More Design Complete As Per Architectural Design In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Jointing Tiles With Spacers And Epoxy Joint Fillers With Matching Shades Of Approved Brand Including All Surface Preparations. The Required Cement For Base Preparation Shall Be Supplied By The Company. 111 Tiling- Vitrified Tiles In Skirting, Riser Of Steps 112 Supply And Laying First Quality Vitrified Digital Tiles Having Size Upto 1200 X 600Mm Of Make Kajaria / Johnson / Somany / Simpolo Or Other Approved Brand In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing Tiles With Spacers And Epoxy Joint Fillers With Matching Shades Of Approved Brand Including All Surface Preparations. The Required Cement For Base Preparation Shall Be Supplied By The Company 113 Injecting Approved Grout 114 Providing And Injecting Approved Grout In Proportion Recommended By The Manufacturer Into Cracks / Honey-Comb Area Of Concrete / Masonry By Suitable Gun / Pump At Required Pressure Including Cutting Of Nipples After Curing Etc. Complete As Per Directions Of Engineer-In-Charge. ( The Payment Shall Be Made On The Basis Of Actual Weight Of Approved Grout Injected. ) Stirrer Mixed Approved Chemical Such As Cebex 100 / Flowcable 50 / Cera Expan 250 Of Make M / S Fosroc / Basf / Cera Chem Respectively @ Recommended Proportion Of Weight Of Cement Used ) Modified Cement Slurry Made With Non-Shrink Compound In Concrete / Rcc Work Including Scaffoldings Upto A Height 5 Mtr. ( Excluding Cost Of Cement ) 115 Fixingnipples For Pressure Grouting 116 Providing And Fixing Nipples With Approved Fixing Compound Such As Renderoc Plug / Master Seal 505 / Cera Plug Of Make M / S Fosroc / Basf / Cera Chem Respectively After Drilling Holes For Grouting As Per Technical Specifications Including Subsequent Cutting / Removal And Sealing Of The Hole As Necessary Of Nipples After Completion Of Grouting With Cement Including All Scaffolding.; ( Cement Will Be Supplied By The Company ) 117 Fixing 16 Gauge Ss Welded Mesh 118 Fixing Departmentally Supplied 16 Gauge Ss Welded Mesh Having Size 20X20 Mm Or Nearest Size Firmly To Columns And Beams With Concrete Nails And Plate Washers At Adequate Spacing To Cover The Concrete Surface Prior To Micro Concreting At All Levelsas Per The Instruction Of Engineer In Charge, Including All Cost Of Materials, Scaffoldingupto Height 5 Mtr, Conveyance, Labour Etc. Complete. 119 Providing Glazed Shutters For Doors, Windows And Clerestory 120 Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes Including Isi Marked S.S Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws. Using Anjili Wood / Jack Wood 35 Mm Thick Shutters. 121 Wood Work In Frames - Doors, Windows, Clerestory Windows And Other Frames 122 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length ( Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately ) , Using Good Quality Anjili Wood / Jack Wood 123 Black Anti- Corrosive Bitumastic Paint 124 Painting With Black Anti- Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 125 Acid Proof Paint 126 Painting With Acid Proof Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade:Two Or More Coats On New Work 127 Hire Charge Of Concrete Demolition Hammer 128 Hire Charge Of Concrete Demolition Hammer Of Model Prior To 1000 Avr Hilti Or Equivalent. 129 Soling With Rough Stone 130 Soling With Rough Stone Of Size 200 Mm, Well Packed And Filling Voids With Stone Chips And Required Profile With Hammer Dressed Stones Having No Side Less Than 15 Cm, With Minimum Depth Of 20 Cm Including Preparing The Bedding Surface Etc. All Complete. 131 Encasing Rolled Steel Sections From 0-5M 132 Encasing Rolled Steel Sections From 0-5M, In Beams And Columns, With Cement Concrete 1:1.5:3 ( 1 Cement;: 1.5 Coarse Sand ( Zone - Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Excluding The Cost Of Centering, Shuttering, Finishing, Reinforcement And Cement. Cement And Tmt Steel Bars Shall Be Supplied By Company. 133 Encasing Rolled Steel Sections 5-10M 134 Encasing Rolled Steel Sections 5-10M, In Beams And Columns, With Cement Concrete 1:1.5:3 ( 1 Cement;: 1.5 Coarse Sand ( Zone - Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Excluding The Cost Of Centering, Shuttering, Finishing, Reinforcement And Cement. Cement And Tmt Steel Bars Shall Be Supplied By Company. 135 Encasing Rolled Steel Sections 10-16M 136 Encasing Rolled Steel Sections 10 To 16M, In Beams And Columns, With Cement Concrete 1:1.5:3 ( 1 Cement;: 1.5 Coarse Sand ( Zone - Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Excluding The Cost Of Centering, Shuttering, Finishing, Reinforcement And Cement. Cement And Tmt Steel Bars Shall Be Supplied By Company. 137 Granite Slab 138 Providing And Laying Polished Granite Stone Over Laboratory Working Slab In Required Design And Patterns, In Linear Portions Of The Slab All Complete With 18 Mm Thick Stone Slab Over 20 Mm ( Average ) Thick Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Laid And Jointed With Cement Slurry And Pointing With Granite Fillers Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge Including All Surface Preparations.;Polished Granite Stone Slab Jet Black.;Cement Shall Be Supplied By The Company

INR 2950 /-

INR 50000.0 /-

INR 48.57 Lakhs /-

Work Name : AMC for Civil works in Plant Building and Structures 2023-2024

Sl. No.	Item Description
1	Skilled Labour
2	Labour charges for Mason /Carpenter/Skilled Labour for brick work /carpentary work,RCC, PCC, plastering, DR/RR masonry, painting ,plumbing and other skilled works etcincluding allrequired tools and tacklesetc .
3	Unskilled Labour
4	Labour charges forunskilled worker for chipping, cleaning, earth work excavation, dismantling brick/carpentary work,uprooting overgrowth from the building and unforeseen work if any
5	Demolishing brick work
6	Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
7	Demolishing stone rubble masonry
8	Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
9	Dismantling floor tile
10	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
11	Dismantling Auminium/Gypsum partition
12	Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge
13	Dismantling flexible pavement
14	Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
15	Demolishing RCC
16	Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
17	Demolishing cement concrete (1:3:6 or richer mix)
18	Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
19	Dismantling door, windows and clererstory window(steel/wood)
20	Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
21	Taking out doors, windows, clererstory window
22	Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metes and below
23	Dismantling old plaster
24	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
25	Removing slurry/deposited sludge
26	Removing slurry/ deposited sludge / solids/vegetation over growth from drainage for all depth and dispose the waste with in 500 m lead as directed by Engineer-in-Charge, including removal and replace the cover slab of drain if any,clearing mouth of inlet to drain, ensure unhindered flow through drain.The required manpower, tools,safety apparels and tackles shall be arranged by the contractor.
27	Supply and stacking of hard stone
28	Supplying and stacking of hard stone ( for stone pitching ) 22.5 cm thick at site.
29	Sectioning
30	Area grading/ Sectioning not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:;All Kinds of soil
31	Filling available excavated earth
32	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
33	Red earth filling
34	Supplying and filling in plinth with red earth under floors, including watering, ramming consolidating and dressing complete.
35	Earth work excavation
36	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
37	Dewatering/shoring - Extra over above item 18
38	Extra over above item,for dewatering/shoring quantities of works, executed In or underwater and/or liquid mud, including pumping out water as required.
39	Extra for additional lift
40	Extra over above item 18 for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
41	Disposal of building rubbish
42	Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to anywhere within KMML or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
43	RR masonry
44	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:;Cement mortar 1:6 (1 cement : 6 coarse sand) excluding the cost of cement.
45	Brick work(in superstructure)
46	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes including cost and conveyance of materials, steel tubular double scaffolding etc.complete.;Cement mortar 1:6 (1 cement : 6 coarse sand) excluding cost of cement.
47	Solid block masonry for Foundation and plinth (30x20x15cm)
48	Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete excluding the cost of cement.
49	Solid block masonry-super structure upto floor 2m level (30x20x15cm)
50	Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two levelwith thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete excluding cost of cement.
51	Solid block masonry-super structure above floor 2m level(30x20x15cm)
52	Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
53	PCC 1:4:8 - All work uptoplinth
54	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:;1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
55	PCC 1:2:4 - All work uptoplinth
56	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:;1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding cost of cement.
57	RCC 1:2:4 - All work uptoplinth
58	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:;1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding cost of cement and TMT steel bars.
59	RCC 1:1.5:3 - All work uptoplinth
60	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:;1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size (Cement shall be supplied by KMML)
61	RCC 1:1.5:3 - Walls(any thickness), attached pillasters, buttresses, plinth and string course, fillets, columns, pillars, piers, abutments, posts and struts
62	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing, reinforcement and cement :;1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
63	RCC 1:1.5:3 - Beams, suspended floors, roofs, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases
64	Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 degree, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
65	Extra for laying RCC in or under waterand or liquid mud
66	Extra for laying reinforced cement concrete in or under water and /or liquid mud including cost of pumping or bailling out water and removing slush etc., complete. Note:- The quantity will be calculated by multiplying the depth measured from the subsoil water level upto the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water.The depth of centre of gravity shall be reconed correct to 0.1m. 0.05 m or more shall be taken as 0.1 and less than 0.05 m ignored.No extra payment shall be made for placing reinforcement or centering & shuttering under subsoil water conditions.
67	Digester-Chipping of sides of digester pedestal and filling the gap with concrete/grout in 1:1.5:3 mix
68	Chipping of concrete at required depthon sides of digester pedestal, levelling the chipped portion and filling the gap with concrete/groutin 1:11/2:3 mix ( 1 cement, 1 1/2 sand, 3 nominal size aggregate and suitable admixture for rapid strengthening) including cost and conveyance of all materials, formwork, scaffolding, watering, curing etc;complete. and clearing the debris up to a distance of 500m. but excluding cost of cement.
69	Digester-Chipping of foundation under side of the base plate of digester and strengthening of base plate,1:1.5:3 mix
70	Chipping of foundation under sideof the base plate and sideof digester as required for welding and levellingandstrengthening of base plate,filling the gap with concrete/grout with 1:11/2:3 ( 1 cement, 1 1/2 sand, 3 nominal size aggregate and suitable admixture for rapid strengthening) mix including cost and conveyance of all materials,formwork,scaffolding, watering, curing etc complete and clearing the debris up to a distance of 500m. but excluding cost of cement.
71	Centering and shuttering -Foundation, footing, base of column (mass concrete)
72	Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
73	Centering and shuttering -Walls (any thickness) including attached pilasters, butteresses, plinth and string courses
74	Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
75	Centering and shuttering -Suspended floors, roofs, landings, balconies and access platform
76	Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
77	Centering and shuttering-Lintels, beams, plinth beams, girders bressumers and cantilevers
78	Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
79	Centering and shuttering-Columns, Pillars, Piers, Abutments, Posts and Struts
80	Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
81	Centering and shuttering-Staircase
82	Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
83	Extra additional height in centering and shuttering
84	Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
85	Steel reinforcement-upto plinth level
86	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level;Thermo - Mechanically Treated bars of grade Fe-500D or more (TMT steel bars shall be supplied by company).
87	Steel reinforcement-all complete above plinth level
88	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.;Thermo - Mechanically Treated bars of grade Fe-500D or more (TMT steel bars shall be supplied by company)
89	Anti corrosive Nitozinc primer
90	Providing and applying anti corrosiveNitozinc primer/Cera cte SP CI/ protectosil CIT, two or more coats, over the exposed steel reinforcementas per the manufacture's specification including scaffolding upto height 5 mtr and as directed by Engineer-in-charge. The product shall be applied on corroded area of reinforcement and the exposed reinforcement surface after throughly cleaning. painted area of steel shall be considered for payment
91	Pockets for bolt
92	Providing pockets for bolt fixing to suit the base plate of already made as per the direction of the company representatives.
93	12 mm cement plaster-CM 1:3
94	12 mm cement plaster finished with a floating coat of neat cement of mix including all tools and tackles, labour charges, necessary scaffolding, curing etc complete at all heights, except cost of cement: ;1:3 ( 1 cement : 3 fine sand)
95	12 mm cement plaster-CM 1:4
96	12 mm cement plaster finished with a floating coat of neat cement of mix including all tools and tackles,labour charges,necessary scaffolding,curing etc completed all heights,except cost of cement.;1:4 ( 1 cement : 4 fine sand)
97	Finishing Floor with cement plaster CM 1:4
98	Finishing Floor with cement plaster in cement mortar 1:4 ( 1 Cement : 4 coarse sand), 15mm thick one coat floated hard and trowelled smooth and neat cement flushing coat /Red oxide/black oxide/ thread lines including cost and conveyance of all materials, labour charges etc complete but excluding cost ofcement.
99	SBR polymer-modified Cement mortar
100	Providing, mixing and applying SBR polymer (of approved make such as Nitobond;SBR/SBR Reomix/Cera SBR Latex of M/s Fosroc/BASF/Cera Chem or Similiar respectively);modified;Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with;polymer minimum;2% by wt. of cement used) including surface cleaning and application of SBR bonding slurry to the prepared;surface for proper adhesion as per manufacturers specification as and;directions of Engineer-incharge.Note: Measurement and payment: The pre-measurement of thickness shall be;done just after;the surface preparation is completed and Payment under this;item shall be made only after proper wet;curing has been done and surface;has been satisfactorily evaluated by sounding / tapping with a blunt;metal;instrument of 12 mm average thickness including scaffoldings upto 4 m height (Cement required;shall be supplied by the company free of cost at our stores.)
101	Tiling - I st quality ceramic glazed wall tiles
102	Providing and fixing premium quality ceramic digital wall tiles of approved brands like;Kajaria/Nitco/Simpolo/Somany/Johnson or approved brand conforming to IS : 15622 (thickness to be specified by the manufacturer), in all colours, shades having size 30x60 cms or nearest or as approved by Engineer -in-Charge over 12mm thick bed of cement mortar 1:3 (1 cement: 3 course sand) in approved pattern with two or more desgin tiles complete and jointing tiles with spacers and epoxy joint fillers with matching shade including all surface preparations, hacking etc (The required OPC Cement shall be supplied by KMML at our store); cement based high polymer modified quick-set tile adhesive ( Water based) conforming to IS : 15477, in average 3 mm thickness including all surface preparations, hacking etc
103	Tiling-I st quality ceramic floor tiles
104	Providing and fixing premium quality ceramic digital anti-skid floor tiles of make; Kajaria/Nitco/Simpolo/Somany or approved brand conforming to IS : 15622 (thickness to be specified by the manufacturer), in all colours, shades of size matching to wall tiles or as approved by;Engineer -in-Charge, over 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand)in approved pattern with two or more desgin tiles complete and jointing tiles with spacers and epoxy joint fillers with matching shade; including all surface preparations complete. (The required OPC Cement shall be supplied by KMML at our store)
105	Tiling- Industrial pattern vitrified floor tiles
106	Providing and laying industrial pattern vitrifiedfloor tiles of size 300x300 mm or nearest or approved by Engineer in charge having thickness 10mm, of 1st quality, of approved make, in all colours as instructed by Engineer in charge, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing/jointing the tiles with spacers and epoxy joint fillers with matching shades etc., complete including all surface preparations. (The required OPC cement shall be supplied by KMML at our store).
107	Tiling- first quality vitrified digital tiles
108	Supply and laying first quality vitrified digital tiles having size upto 1200 x 600mm (as directed by Engineeer in charge) of make Kajaria/johnson/somany/Simpolo or other approved brand for floors/walls as per architectural design laid with cement based high polymer modified quick set tile adhensive (water based) conforming to IS: 15477, in average 3 mm thickness in approved pattern with two or more design complete and Jointing tiles with spacers and epoxy joint fillers with matching shades of approved brand, including all surface preparations complete.
109	Tiling- first quality vitrified digital size
110	Supply and laying first quality vitrified digital tiles having size upto 1200 x 600mm (as directed by Engineeer in charge) of make Kajaria/johnson/somany/Simpolo or other approved brand for floors in approved pattern with two or more design complete as per architectural design in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand) and jointing tiles with spacers and epoxy joint fillers with matching shades of approved brand including all surface preparations. The required cement for base preparation shall be supplied by the company.
111	Tiling- Vitrified tiles in skirting, riser of steps
112	Supply and laying first quality vitrified digital tiles having size upto 1200 x 600mm of make Kajaria/johnson/somany/Simpolo or other approved brand in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand)and jointing tiles with spacers and epoxy joint fillers with matching shades of approved brand including all surface preparations. The required cement for base preparation shall be supplied by the company
113	Injecting approved grout
114	Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed approved chemical such as cebex 100/Flowcable 50/Cera Expan 250 of make M/s Fosroc/BASF/Cera Chem respectively @ recommended proportion of weight of cement used) modified Cement slurry made with non-shrink compound in concrete/RCC work including scaffoldings upto a height 5 mtr. (Excluding cost of Cement)
115	Fixingnipples for pressure grouting
116	Providing and fixing nipples with approved fixing compound such as Renderoc Plug/Master seal 505/Cera Plug of make M/s Fosroc/BASF/Cera Chem respectively after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement including all scaffolding.;(Cement will be supplied by the company)
117	Fixing 16 gauge SS welded mesh
118	Fixing departmentally supplied 16 gauge SS welded mesh having size 20x20 mm or nearest size firmly to columns and beams with concrete nails and plate washers at adequate spacing to cover the concrete surface prior to micro concreting at all levelsas per the instruction of engineer in charge, including all cost of materials, scaffoldingupto height 5 mtr, conveyance, labour etc. complete.
119	Providing glazed shutters for doors, windows and clerestory
120	Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked S.S pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood/ jack wood 35 mm thick shutters.
121	Wood work in frames - doors, windows, clerestory windows and other frames
122	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
123	Black anti- corrosive bitumastic paint
124	Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
125	Acid proof paint
126	Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work
127	Hire charge of concrete demolition hammer
128	Hire charge of concrete demolition hammer of model prior to 1000 AVR Hilti or equivalent.
129	Soling with rough stone
130	Soling with rough stone of size 200 mm, well packed and filling voids with stone chips and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete.
131	Encasing rolled steel sections from 0-5m
132	Encasing rolled steel sections from 0-5m, in beams and columns, with cement concrete 1:1.5:3 (1 cement;: 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing, reinforcement and cement. Cement and TMT steel bars shall be supplied by company.
133	Encasing rolled steel sections 5-10m
134	Encasing rolled steel sections 5-10m,in beams and columns, with cement concrete 1:1.5:3 (1 cement;: 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing, reinforcement and cement. Cement and TMT steel bars shall be supplied by company.
135	Encasing rolled steel sections 10-16m
136	Encasing rolled steel sections 10 to 16m, in beams and columns, with cement concrete 1:1.5:3 (1 cement;: 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size), excluding the cost of centering, shuttering, finishing, reinforcement and cement. Cement and TMT steel bars shall be supplied by company.
137	Granite slab
138	Providing and laying Polished Granite stone over laboratory working slab in required design and patterns, in linear portions of the slab all complete with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with granite fillers of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge including all surface preparations.;Polished Granite stone slab jet Black.;Cement shall be supplied by the company