Construction Of Phase-B Works At Jawahar Navodaya Vidyalaya At Khunti (Jharkhand), khunti-Jharkhand

Construction Of Phase-B Works At Jawahar Navodaya Vidyalaya At Khunti ( Jharkhand ) -Name Of Work: 1 0.625 BoyS Dormitory With 3 Nos. Warden Residence ( G+2 ) 2 Civil Work 3 Earth Work 4 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil 5 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 6 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 7 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 8 Concrete Work 9 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 10 Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 11 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. 12 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stoneaggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 13 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation, Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres.With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 14 Reinforced Cement Concrete 15 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 16 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 17 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 18 Lintels, Beams, Plinth Beams, Girders, Bressumers 19 Columns, Pillars, Piers, Abutments, Posts And Struts. 20 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 21 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. 22 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-500 D Or More. 23 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 24 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Contentin Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 25 All Works Upto Plinth Level 26 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 27 ( I ) R.C.C. Work In Footing 28 ( Ii ) R.C.C. Work In Beam 29 ( Iii ) R.C.C. Work In Columns 30 All Works Above Plinth Level Upto Floor V Level 31 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 32 ( I ) R.C.C. Work In Lintel 33 ( Ii ) R.C.C. Work In Beam 34 ( Iii ) R.C.C. Work In Columns 35 ( Iv ) R.C.C. Work In Slab 36 Expansion Joint Treatment 37 Providing And Fixing Of Expansion Joint System Related With Floor Location As Per Drawings And Direction Of Engineer-In-Charge. The Joints System Will Be Of Extruded Aluminum Base Members, Self Aligning / Self Centering Arrangement And Support Plates Etc. As Per Astm B221-02. The System Shall Be Such That It Provides Floor To Floor / Floor To Wall Expansion Control System For Various Vertical Localtion In Load Application Areas That Commodates Multi Directional Seismic Movement Without Stress To ItS Components. System Shall Consist Of Metal Profiles With A Universal Aluminum Base Member Designed To Accommodate Various Project Conditions And Finish Floor Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Projects Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self- Centering Arrangement That Freely Rotates / Moves In All Directions. The Self - Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. Provision Of Moisture Barrier Membrane In The Joint System To Have Watertight Joint Is Mandatory Requirement All As Per The Manufactures Design And As Approved By Engineer -In- Charge. ( Material Shall Confirm To Astm 6063 ) . 38 Floor Joint Of 100 Mm Gap 39 Providing And Fixing Of Expansion Joint System Related With Wall Joint ( Internal / External ) Location As Per Drawings And Direction Of Engineer-In- Charge. The Joints Shall Be Of Extruded Aluminum Base Members, Self Aligning / Centering Arrangement And Support Plates As Per Astm B221- 02. The Material Shall Be Such That It Provides An Expansion Joints Systemsuitable For Vertical Wall To Wall / Wall To Corner Application, Both New And Existing Construction In Office Buildings & Complexes With No Slipping Down Tendency Amongst The Components Of The Joint System. The Joint System Shall Utilize Light Weight Aluminum Profiles Exhibiting Minimal Exposed Aluminum Surfaces Mechanically Snap Locking The Multicellular To Facilitate Movement. ( Material Shall Confirm To Astm 6063 ) . 40 Wall Joint Of 100 Mm Gap 41 Providing And Fixing Of Expansion Joint System Of Approved Make And Manufacture For Various Roof Locations As Per Approved Drawings And Direction Of Engineer-In-Charge. The Joints Shall Be Of Extruded Aluminum Base Members With, Self Aligning And Self Centering Arragement Support Plates As Per Astm B221-02. The System Shall Be Such That It Provides Water Tight Roof To Roof / Roof To Corner Joint Cover Expansion Control System That Is Capable Of Accommodating Multidirectional Seismic Movement Without Stress To Its Components. System Shall Consist Of Metal Profile That Incorporates A Universal Aluminum Base Member Designed Toaccommodate Various Project Conditions And Roof Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self-Centering Arrangement That Freely Rotates / Moves In All Directions. The Self Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. The Joint System Shall Resists Damage Or Deterioration From The Impact Of Falling Ice, Exposure To Uv, Airborne Contaminants And Occasional Foot Traffic From Maintenance Personnel. Provision Of Moisture Barrier Membrane In The Joint System To Have Water Tight Joint Is Mandatory Requirement. ( Material Shall Confirm To Astm 6063. ) 42 Roof Joint Of 100 Mm Gap 43 Masonry Work 44 Half Brick Masonry 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.Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) 45 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 46 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Superstructure Above Plinth Level Up To Floor V Levelin : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 47 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 48 Cladding Work 49 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. 50 Granite Stone Slab Colour Black, Cherry / Ruby Red 51 Area Of Slab Upto 0.50 Sqm 52 Area Of Slab Over 0.50 Sqm 53 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 54 Granite Work 55 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 56 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 57 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 58 Wood And Pvc Work 59 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws 60 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 61 Extra For Cutting Rebate In Flush Door Shutters ( Total Area Of The Shutter To Be Measured ) . 62 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 63 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 64 300 Mm Weighing Not Less Than 200 Gms 65 250 Mm Weighing Not Less Than 150 Gms 66 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 67 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Fine Cellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Self Tapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As Per ManufacturerS Specification And Direction Of Engineer-In-Charge. 68 Providing & Fixing Decorative High Pressure Laminated Sheet Of Plain / Wood Grain In Gloss / Matt / Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Quality Conforming To Is : 2046 Type S, Including Cost Of Adhesive Of Approved Quality. 1.5 Mm Thick 69 Providing And Fixing Wire Gauge Shutters Using Stainless Steel Grade 304 Wire Gauge With Wire Of Dia 0.5 Mm And Average Width Of Aperture 1.4 Mm In Both Directions For Doors, Windows And Clerestory Windows With Necessary Screws : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size Kiln Seasoned And Chemically Treated Hollock Wood 70 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 71 Providing And Fixing 6Mm Thick Both Sides Pre-Laminated Cement Bonded Wood Particle Board As Per Is : 15786:2008 Of Approved Brand And Shade With Suitable Full Threaded Steel Screws Etc. On The Backing Of Racks, Drawer, Cupboard, Kitchen Cabinet Under Kitchen Counter Etc. All Complete As Per Direction Of Engineer In-Charge. 72 Providing And Fixing Cupboard Shutter With 19Mm Thick One Side Decorative And Other Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approved Brand Including 2Mm Thick Pvc Edge Banding Tape With Hot Glue By Edge Bending Machine Etc. With Auto Closing Spring Loaded Hinges ( Hydraulic Type ) Etc. Complete As Per Direction Of Engineer In-Charge. ( Payment Of Providing And Fixing Auto Closing Hinges Shall Be Paid Separately ) 73 Providing And Fixing 19Mm Thick Both Side Balancing Lamination Factory Pressed Bwp Grade Marine Ply As Per Is 710 Of Approvedbrand Boxes, Shelves, Racks, Almirah, Cupboard And Drawer Etc. Including Necessary Nails, Screws Etc. Complete As Per Direction Of Engineer-In-Charge. 74 Providing And Fixing Stainless Steel Fancy Handle Of Approved Make Fixed With Ss Screws Etc. Complete As Per Direction Ofengineer-In-Charge. 100 Mm For Kitchen Cabinets 75 Providing And Fixing Stainless Steel Soft Closing Spring Hinges At 0 Degree Hinges ( Hydraulic Type ) Of Approved Make / Brand To Cupboard Shutters With Full Threaded Steel Screws Including Making Necessary Recess In Board And Finished Etc. Complete As Perdirection Of Engineer-In-Charge 76 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 77 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 78 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 79 200 X 10Mm 80 150 X 10Mm 81 Steel Work 82 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 83 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size 84 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 85 Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge. 86 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 87 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 88 Flooring 89 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete.40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 90 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) . Medium Shade Pigment Using 50% White Cement 50% Grey Cement 91 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 92 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 93 Providing And Laying Vitrified Tiles In Floor In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Jointing With Grey Cement Slurry @3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt / Antiskid Finish Of Size Size Of Tile 600 X 600 Mm 94 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm 95 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 96 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 97 P & Laying Cement Concrete 98 Finishing 99 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 100 12Mm Cement Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Exterior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers, And / Or Roundedangles Not Exceeding 80Mm In Girth And Finished Even And Smooth No Extra For Mixing Any Additive. 1:6 ( 1 Cement: 6 Coarse Sand ) 101 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 102 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 103 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade. New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) . 104 Steel Painting:Applying Priming Coat: 105 With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood 106 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 107 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: Two Or More Coats On New Work. 108 Painting With Black Anti-Corrosive Bitumastic Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work 109 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 110 Water Proofing 111 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 112 Providing And Laying In Situ Seven Course Water Proofing Treatment With App ( Atactic Poly-Propylene ) Modified Polymeric Memberane Over Roof Consisting Of First Coat Of Bitumen Primer @ 0.40 Litre Per Sqm, 2Nd, 4Th & 6Th Courses Of Bonding Material @ 1.20 Kg / Sqm, Which Shall Consist Of Blown Type Bitumen Of Grade 85 / 25 Conforming To Is : 702, 3Rd And 5Th Layers Of Roofing Membrane App Modified Polymeric Membrane 1.5 Mm Thick Of 2.25 Kg / Sqm Weight Consisting Of Five Layers Prefabricated With Centre Core As 20 Micron Hmhdpe Film Sandwiched On Both Sides With Polymeric Mix And The Polymeric Mix Is Protected On Both Side With 20 Micron Hmhdpe Film. 7Th, The Top Most Layer Shall Be Finished With Brick Tiles Of Class Designation 10 Grouted With Cement Mortar 1:3 ( 1Cement : 3 Fine Sand ) Mixed With 2% Integral Water Proofing Compound By Weight Of Cement Over A 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat ( Item Of Laying Brick Tiles Shall Be Paid For Separately ) . 113 Providing And Laying Brick Tiles Over Mumty Roofs, Grouted With Cementmortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement, Over 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat:With Common Burnt Clay F.P.S. ( Non Modular ) Brick Tilesof Class Designation 10 114 Providing And Filling Of Aac Lightweight Broken Blocks Sunken Portions. 115 2.1 Mtht. Boundary Wall 116 Plumbing Internal Estimate ( 0.625 Unit Boys Dormitory With 3 Nos Warden Residence ) 117 Sub Head– I Sanitary Installation 118 Providing And Fixing Water Closet Squatting Pan ( Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:. 119 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 120 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement 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 : 121 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 122 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 123 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 124 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 125 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 126 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 127 Providing And Fixing Toilet Paper Holder : 128 C.P. Brass 129 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 130 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 131 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 132 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. 133 Providing And Fixing Stainless Steel A Isi 304 ( 18 / 8 ) Kitchen Sink As Per Is : 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 134 Kitchen Sink With Drain Board 135 510X1040 Mm Bowl Depth 250Mm 136 Kitchen Sink Without Drain Board 137 610X460 Mm Bowl Depth 200 Mm 138 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 139 Size 450X300x150 Mm 140 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 141 Flexible Pipe 142 40 Mm Dia 143 Providing And Fixing Soil, Waste And Vent Pipes : 144 100 Mm Dia 145 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 146 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 147 100 Mm 148 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 149 Providing And Fixing Plain Bend Of Required Degree. 150 100 Mm 151 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 152 Providing And Fixing Heel Rest Sanitary Bend 153 100 Mm Dia 154 Sand Cast Iron S&S As Per Is - 3989 155 Providing And Fixing Double Equal Plain Junction Of Required Degree 156 100X100x100x100 Mm 157 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 158 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 159 100X100x100 Mm 160 Sand Cast Iron S&S As Per Is: 3989 161 Providing And Fixing Single Equal Plain Junction Of Required Degree 162 100X100x100 Mm 163 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 164 Providing And Fixing Terminal Guard: 165 100 Mm 166 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 167 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 168 100 Mm 169 S S 304 Grade Coupling With Epdm Rubber Gasket 170 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 171 100 Mm 172 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 173 100 Mm Diameter Pipe 174 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 175 100 Mm Diameter Pipe 176 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 177 32 Mm Dia. Nominal Bore 178 40 Mm Dia. Nominal Bore 179 50 Mm Dia. Nominal Bore 180 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 181 100 Mm Inlet And 100 Mm Outlet 182 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 183 Cutting Holes Up To 15 X 15 Cm In R.C.C. Floors And Roofs For Passing Drain Pipe Etc. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 184 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 185 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 186 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 187 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 188 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 189 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 190 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 191 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. 192 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. 193 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 194 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 195 Coupler 196 110 Mm 197 Single Tee With Door 198 110X110x110 Mm 199 Bend 87.5° 200 110 Mm 201 Shoe ( Plain ) 202 110 Mm Shoe 203 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Making Good The Wall Etc. Complete. 204 110 Mm 205 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 206 110 Mm Outer Dia 207 50 Mm Outer Dia 208 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 209 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 210 Sub Head– Ii Water Supply 211 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 212 Internal Work – Exposed On Wall. 213 20 Mm Nominal Outer Dia Pipes 214 25 Mm Nominal Outer Dia Pipes 215 32 Mm Nominal Outer Dia Pipes 216 40 Mm Nominal Outer Dia Pipes 217 50 Mm Nominal Outer Dia Pipes 218 65 Mm Nominal Outer Dia Pipes 219 80 Mm Nominal Outer Dia Pipes 220 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I / C Fixing The Pipe With Clamps At 1.00 M Spacing.This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 221 Concealed Including Cutting Chases And Making Good The Wall Etc. 222 15 Mm Nominal Outer Dia Pipes 223 20 Mm Nominal Outer Dia Pipes 224 25 Mm Nominal Outer Dia Pipes 225 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 226 20 Mm Dia. Nominal Bore 227 25 Mm Dia. Nominal Bore 228 32 Mm Dia. Nominal Bore 229 40 Mm Dia. Nominal Bore 230 50 Mm Dia. Nominal Bore 231 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 232 25 Mm Nominal Bore 233 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 234 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 235 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, 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 236 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 237 15 Mm Nominal Bore 238 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 239 15 Mm Nominal Bore 240 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 241 15Mm Nominal Bore 242 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 243 45 Cm Length 244 15 Mm Nominal Bore 245 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 246 150 Mm Diameter 247 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 248 ( A ) 15 Mm Nominal Dia 249 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 250 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 251 Upto 50 Mm Dia. Nominal Bore 252 Subhead– Iii Drainage 253 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 254 150 Mm Diameter 255 200 Mm Diameter 256 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 257 180X150 Mm Size P Type 258 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 259 Providingandlayingnon-Pressurenp2class ( Lightduty ) R.C.C.Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : 260 150 Mm Dia. R.C.C. Pipe 261 250 Mm Dia. R.C.C. Pipe 262 300 Mm Dia. R.C.C. Pipe 263 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 264 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 265 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 266 Extra Depth Formanhole 90X80 Cm 267 With Fpsbricks Class Designation 7.5 268 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 269 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 270 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 271 Electrical Works 0.625Boys Dormitory With 3 Nos. Warden Residence 272 Sub Head - I: Circuit Cum Point Wiring 273 Switch Control Light Points 274 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. 275 Group C 276 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 277 Group C 278 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 279 Group C 280 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 281 Group C 282 Mcb Control Light Points 283 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 284 Primary Point Controlled By One Mcb. 285 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 286 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 287 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 288 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 289 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 290 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 291 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 292 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 293 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 294 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 295 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 296 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5 / 6 & 15 / 16 A Modular Socket Outlet And 15 / 16 A Modular Switch, Connections Etc. As Required. 297 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 298 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 299 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 300 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 301 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 302 Telephone Socket Outlet 303 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 304 1 Or 2 Module ( 75Mmx75mm ) 305 6 Module ( 78Mm X 205 Mm X 50 Mm ) 306 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 307 3 Pin , 5 / 6 Amps Socket Outlet 308 5 / 6 Amps Switch 309 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 310 25 Mm 311 32 Mm 312 Subhead -Ii - Fittings & Fixtures 313 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 314 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 315 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 316 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 317 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 318 Supply, Installation, Testing And Commissioning Of150 W Chandelier 319 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 320 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 321 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current ( Bldc ) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value ( Cm / M / W ) Minimum 6.00, Air Delivery Minimum 210 Cum / Min , 350 Rpm ( Tolerance As Per Is : 374-2019 ) , Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C ( Max. ) , Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. 322 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 323 Subhead - Iii - Distribution Boards 324 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 325 6 Way, Double Door 326 8 Way, Double Door 327 12 Way, Double Door 328 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 329 4 Way ( 4 + 12 ) , Double Door 330 6 Way ( 4 + 18 ) , Double Door 331 8 Way ( 4 + 24 ) , Double Door 332 Supplyingand Fixingoffollowingwayssurface / Recessmounting, Vertical Type, 415 V, Tpn Mcb Distribution Board Of Sheet Steel, Dust Protected, Duly Powder Painted, Inclusive Of 200 A Tinned Copper Bus Bar, Common Neutral Link, Earth Bar, Din Bar For Mounting Mcbs ( But Without Mcbs And Incomer ) As Required . ( Note :Vertical Type Mcb Tpdb Is Normally Used Where 3 Phase Outlets Are Required. ) 333 12 Way ( 4 + 36 ) , Double Door 334 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 335 Single Pole 336 Single Pole Neutral 337 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 338 40 A 339 63 A 340 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 341 25 A 342 40 A 343 63 A 344 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand Neutral ) , 240 V, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 345 25 A 346 40 A 347 63 A 348 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 349 Sub Head-Iv , Lightning Conductor 350 Lightning Conductor 351 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 352 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 353 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 354 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 355 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 356 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 357 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 358 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. Details Of Cost For One Set 359 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 360 0.375 GirlS Dormitory With 3 Nos. Warden Residence ( G+2 ) 361 Earth Work 362 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil 363 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 364 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 365 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 366 Concrete Work 367 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 368 Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 369 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. 370 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stoneaggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 371 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation, Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres.With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 372 Reinforced Cement Concrete 373 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 374 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 375 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 376 Lintels, Beams, Plinth Beams, Girders, Bressumers 377 Columns, Pillars, Piers, Abutments, Posts And Struts. 378 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 379 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. 380 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-500 D Or More. 381 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 382 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Contentin Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 383 All Works Upto Plinth Level 384 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 385 ( I ) R.C.C. Work In Footing 386 ( Ii ) R.C.C. Work In Beam 387 ( Iii ) R.C.C. Work In Columns 388 All Works Above Plinth Level Upto Floor V Level 389 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 390 ( I ) R.C.C. Work In Lintel 391 ( Ii ) R.C.C. Work In Beam 392 ( Iii ) R.C.C. Work In Columns 393 ( Iv ) R.C.C. Work In Slab 394 Expansion Joint Treatment 395 Providing And Fixing Of Expansion Joint System Related With Floor Location As Per Drawings And Direction Of Engineer-In-Charge. The Joints System Will Be Of Extruded Aluminum Base Members, Self Aligning / Self Centering Arrangement And Support Plates Etc. As Per Astm B221-02. The System Shall Be Such That It Provides Floor To Floor / Floor To Wall Expansion Control System For Various Vertical Localtion In Load Application Areas That Commodates Multi Directional Seismic Movement Without Stress To ItS Components. System Shall Consist Of Metal Profiles With A Universal Aluminum Base Member Designed To Accommodate Various Project Conditions And Finish Floor Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Projects Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self- Centering Arrangement That Freely Rotates / Moves In All Directions. The Self - Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. Provision Of Moisture Barrier Membrane In The Joint System To Have Watertight Joint Is Mandatory Requirement All As Per The Manufactures Design And As Approved By Engineer -In- Charge. ( Material Shall Confirm To Astm 6063 ) . 396 Floor Joint Of 100 Mm Gap 397 Providing And Fixing Of Expansion Joint System Related With Wall Joint ( Internal / External ) Location As Per Drawings And Direction Of Engineer-In- Charge. The Joints Shall Be Of Extruded Aluminum Base Members, Self Aligning / Centering Arrangement And Support Plates As Per Astm B221- 02. The Material Shall Be Such That It Provides An Expansion Joints Systemsuitable For Vertical Wall To Wall / Wall To Corner Application, Both New And Existing Construction In Office Buildings & Complexes With No Slipping Down Tendency Amongst The Components Of The Joint System. The Joint System Shall Utilize Light Weight Aluminum Profiles Exhibiting Minimal Exposed Aluminum Surfaces Mechanically Snap Locking The Multicellular To Facilitate Movement. ( Material Shall Confirm To Astm 6063 ) . 398 Wall Joint Of 100 Mm Gap 399 Providing And Fixing Of Expansion Joint System Of Approved Make And Manufacture For Various Roof Locations As Per Approved Drawings And Direction Of Engineer-In-Charge. The Joints Shall Be Of Extruded Aluminum Base Members With, Self Aligning And Self Centering Arragement Support Plates As Per Astm B221-02. The System Shall Be Such That It Provides Water Tight Roof To Roof / Roof To Corner Joint Cover Expansion Control System That Is Capable Of Accommodating Multidirectional Seismic Movement Without Stress To Its Components. System Shall Consist Of Metal Profile That Incorporates A Universal Aluminum Base Member Designed To 400 Accommodate Various Project Conditions And Roof Treatments. The Cover Plate Shall Be Designed Of Width And Thickness Required To Satisfy Movement And Loading Requirements And Secured To Base Members By Utilizing Manufacturer’S Pre-Engineered Self-Centering Arrangement That Freely Rotates / Moves In All Directions. The Self Centering Arrangement Shall Exhibit Circular Sphere Ends That Lock And Slide Inside The Corresponding Aluminum Extrusion Cavity To Allow Freedom Of Movement And Flexure In All Directions Including Vertical Displacement. The Joint System Shall Resists Damage Or Deterioration From The Impact Of Falling Ice, Exposure To Uv, Airborne Contaminants And Occasional Foot Traffic From Maintenance Personnel. Provision Of Moisture Barrier Membrane In The Joint System To Have Water Tight Joint Is Mandatory Requirement. ( Material Shall Confirm To Astm 6063. ) 401 Roof Joint Of 100 Mm Gap 402 Masonry Work 403 Half Brick Masonry 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.Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) 404 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 405 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Superstructure Above Plinth Level Up To Floor V Levelin : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 406 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 407 Cladding Work 408 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. 409 Granite Stone Slab Colour Black, Cherry / Ruby Red 410 Area Of Slab Upto 0.50 Sqm 411 Area Of Slab Over 0.50 Sqm 412 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 413 Granite Work 414 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 415 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 416 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 417 Wood And Pvc Work 418 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws 419 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 420 Extra For Cutting Rebate In Flush Door Shutters ( Total Area Of The Shutter To Be Measured ) . 421 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 422 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 423 300 Mm Weighing Not Less Than 200 Gms 424 250 Mm Weighing Not Less Than 150 Gms 425 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 426 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Fine Cellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Self Tapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As Per ManufacturerS Specification And Direction Of Engineer-In-Charge. 427 Providing & Fixing Decorative High Pressure Laminated Sheet Of Plain / Wood Grain In Gloss / Matt / Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Quality Conforming To Is : 2046 Type S, Including Cost Of Adhesive Of Approved Quality.1.5 Mm Thick 428 Providing And Fixing Wire Gauge Shutters Using Stainless Steel Grade 304 Wire Gauge With Wire Of Dia 0.5 Mm And Average Width Of Aperture 1.4 Mm In Both Directions For Doors, Windows And Clerestory Windows With Necessary Screws : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size Kiln Seasoned And Chemically Treated Hollock Wood 429 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 430 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 431 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 432 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 433 200 X 10Mm 434 150 X 10Mm 435 Steel Work 436 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 437 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size 438 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 439 Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge. 440 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 441 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 442 Flooring 443 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete.40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 444 Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) . Medium Shade Pigment Using 50% White Cement 50% Grey Cement 445 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 446 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 447 Providing And Laying Vitrified Tiles In Floor In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Jointing With Grey Cement Slurry @3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Requiredthickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt / Antiskid Finish Of Size Size Of Tile 600 X 600 Mm 448 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm 449 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 450 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 451 P & Laying Cement Concrete 452 Finishing 453 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 454 12Mm Cement Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Exterior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers, And / Or Roundedangles Not Exceeding 80Mm In Girth And Finished Even And Smooth No Extra For Mixing Any Additive. 1:6 ( 1 Cement: 6 Coarse Sand ) 455 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 456 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 457 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade. New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) . 458 Steel Painting:Applying Priming Coat: 459 With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood 460 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 461 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: Two Or More Coats On New Work. 462 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 463 Water Proofing 464 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 465 Providing And Laying In Situ Seven Course Water Proofing Treatment With App ( Atactic Poly-Propylene ) Modified Polymeric Memberane Over Roof Consisting Of First Coat Of Bitumen Primer @ 0.40 Litre Per Sqm, 2Nd, 4Th & 6Th Courses Of Bonding Material @ 1.20 Kg / Sqm, Which Shall Consist Of Blown Type Bitumen Of Grade 85 / 25 Conforming To Is : 702, 3Rd And 5Th Layers Of Roofing Membrane App Modified Polymeric Membrane 1.5 Mm Thick Of 2.25 Kg / Sqm Weight Consisting Of Five Layers Prefabricated With Centre Core As 20 Micron Hmhdpe Film Sandwiched On Both Sides With Polymeric Mix And The Polymeric Mix Is Protected On Both Side With 20 Micron Hmhdpe Film. 7Th, The Top Most Layer Shall Be Finished With Brick Tiles Of Class Designation 10 Grouted With Cement Mortar 1:3 ( 1Cement : 3 Fine Sand ) Mixed With 2% Integral Water Proofing Compound By Weight Of Cement Over A 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat ( Item Of Laying Brick Tiles Shall Be Paid For Separately ) . 466 Providing And Laying Brick Tiles Over Mumty Roofs, Grouted With Cementmortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement, Over 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat:With Common Burnt Clay F.P.S. ( Non Modular ) Brick Tilesof Class Designation 10 467 Providing And Filling Of Aac Lightweight Broken Blocks Sunken Portions. 468 2.1 Mtht. Boundary Wall 469 Plumbing Internal Estimate ( 0.375 Unit Girls Dormitory With 3 Nos Warden Residence ) 470 Sub Head– I Sanitary Installation 471 Providing And Fixing Water Closet Squatting Pan ( Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:. 472 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 473 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement 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 : 474 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 475 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 476 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 477 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 478 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 479 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 480 Providing And Fixing Toilet Paper Holder : 481 C.P. Brass 482 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 483 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 484 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 485 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. 486 Providing And Fixing Stainless Steel A Isi 304 ( 18 / 8 ) Kitchen Sink As Per Is : 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 487 Kitchen Sink With Drain Board 488 510X1040 Mm Bowl Depth 250Mm 489 Kitchen Sink Without Drain Board 490 610X460 Mm Bowl Depth 200 Mm 491 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 492 Size 450X300x150 Mm 493 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 494 Flexible Pipe 495 40 Mm Dia 496 Providing And Fixing Soil, Waste And Vent Pipes : 497 100 Mm Dia 498 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 499 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 500 100 Mm 501 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 502 Providing And Fixing Plain Bend Of Required Degree. 503 100 Mm 504 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 505 Providing And Fixing Heel Rest Sanitary Bend 506 100 Mm Dia 507 Sand Cast Iron S&S As Per Is - 3989 508 Providing And Fixing Double Equal Plain Junction Of Required Degree 509 100X100x100x100 Mm 510 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 511 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 512 100X100x100 Mm 513 Sand Cast Iron S&S As Per Is: 3989 514 Providing And Fixing Single Equal Plain Junction Of Required Degree 515 100X100x100 Mm 516 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 517 Providing And Fixing Terminal Guard: 518 100 Mm 519 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 520 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 521 100 Mm 522 S S 304 Grade Coupling With Epdm Rubber Gasket 523 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 524 100 Mm 525 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 526 100 Mm Diameter Pipe 527 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 528 100 Mm Diameter Pipe 529 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 530 32 Mm Dia. Nominal Bore 531 40 Mm Dia. Nominal Bore 532 50 Mm Dia. Nominal Bore 533 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 534 100 Mm Inlet And 100 Mm Outlet 535 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 536 Cutting Holes Up To 15 X 15 Cm In R.C.C. Floors And Roofs For Passing Drain Pipe Etc. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 537 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 538 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 539 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 540 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 541 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 542 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 543 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 544 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. 545 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. 546 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 547 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 548 Coupler 549 110 Mm 550 Single Tee With Door 551 110X110x110 Mm 552 Bend 87.5° 553 110 Mm 554 Shoe ( Plain ) 555 110 Mm Shoe 556 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Making Good The Wall Etc. Complete. 557 110 Mm 558 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 559 110 Mm Outer Dia 560 50 Mm Outer Dia 561 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 562 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 563 Sub Head– Ii Water Supply 564 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 565 Internal Work – Exposed On Wall. 566 20 Mm Nominal Outer Dia Pipes 567 25 Mm Nominal Outer Dia Pipes 568 32 Mm Nominal Outer Dia Pipes 569 40 Mm Nominal Outer Dia Pipes 570 50 Mm Nominal Outer Dia Pipes 571 65 Mm Nominal Outer Dia Pipes 572 80 Mm Nominal Outer Dia Pipes 573 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I / C Fixing The Pipe With Clamps At 1.00 M Spacing.This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 574 Concealed Including Cutting Chases And Making Good The Wall Etc. 575 15 Mm Nominal Outer Dia Pipes 576 20 Mm Nominal Outer Dia Pipes 577 25 Mm Nominal Outer Dia Pipes 578 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 579 20 Mm Dia. Nominal Bore 580 25 Mm Dia. Nominal Bore 581 32 Mm Dia. Nominal Bore 582 40 Mm Dia. Nominal Bore 583 50 Mm Dia. Nominal Bore 584 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 585 25 Mm Nominal Bore 586 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 587 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 588 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, 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 589 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 590 15 Mm Nominal Bore 591 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 592 15 Mm Nominal Bore 593 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 594 15Mm Nominal Bore 595 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 596 45 Cm Length 597 15 Mm Nominal Bore 598 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 599 150 Mm Diameter 600 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 601 ( A ) 15 Mm Nominal Dia 602 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 603 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 604 Upto 50 Mm Dia. Nominal Bore 605 Subhead– Iii Drainage 606 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 607 150 Mm Diameter 608 200 Mm Diameter 609 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 610 180X150 Mm Size P Type 611 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 612 Providingandlayingnon-Pressurenp2class ( Lightduty ) R.C.C.Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : 613 150 Mm Dia. R.C.C. Pipe 614 250 Mm Dia. R.C.C. Pipe 615 300 Mm Dia. R.C.C. Pipe 616 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 617 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 618 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 619 Extra Depth Formanhole 90X80 Cm 620 With Fpsbricks Class Designation 7.5 621 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 622 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 623 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 624 Electrical Works 0.375 Girls Dormitory With 3 Nos. Warden Residence 625 Sub Head - I: Circuit Cum Point Wiring 626 Switch Control Light Points 627 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. 628 Group C 629 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 630 Group C 631 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 632 Group C 633 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 634 Group C 635 Mcb Control Light Points 636 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 637 Primary Point Controlled By One Mcb. 638 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 639 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 640 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 641 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 642 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 643 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 644 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 645 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 646 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 647 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 648 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 649 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5 / 6 & 15 / 16 A Modular Socket Outlet And 15 / 16 A Modular Switch, Connections Etc. As Required. 650 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 651 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 652 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 653 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 654 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 655 Telephone Socket Outlet 656 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 657 1 Or 2 Module ( 75Mmx75mm ) 658 6 Module ( 78Mm X 205 Mm X 50 Mm ) 659 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 660 3 Pin , 5 / 6 Amps Socket Outlet 661 5 / 6 Amps Switch 662 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 663 25 Mm 664 32 Mm 665 Subhead -Ii - Fittings & Fixtures 666 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 667 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 668 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 669 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 670 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 671 Supply, Installation, Testing And Commissioning Of150 W Chandelier 672 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 673 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 674 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current ( Bldc ) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value ( Cm / M / W ) Minimum 6.00, Air Delivery Minimum 210 Cum / Min , 350 Rpm ( Tolerance As Per Is : 374-2019 ) , Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C ( Max. ) , Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. 675 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 676 Subhead - Iii - Distribution Boards 677 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 678 6 Way, Double Door 679 8 Way, Double Door 680 12 Way, Double Door 681 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 682 4 Way ( 4 + 12 ) , Double Door 683 6 Way ( 4 + 18 ) , Double Door 684 8 Way ( 4 + 24 ) , Double Door 685 Supplyingand Fixingoffollowingwayssurface / Recessmounting, Vertical Type, 415 V, Tpn Mcb Distribution Board Of Sheet Steel, Dust Protected, Duly Powder Painted, Inclusive Of 200 A Tinned Copper Bus Bar, Common Neutral Link, Earth Bar, Din Bar For Mounting Mcbs ( But Without Mcbs And Incomer ) As Required . ( Note :Vertical Type Mcb Tpdb Is Normally Used Where 3 Phase Outlets Are Required. ) 686 12 Way ( 4 + 36 ) , Double Door 687 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 688 Single Pole 689 Single Pole Neutral 690 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 691 40 A 692 63 A 693 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 694 25 A 695 40 A 696 63 A 697 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand Neutral ) , 240 V, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 698 25 A 699 40 A 700 63 A 701 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 702 Sub Head-Iv , Lightning Conductor 703 Lightning Conductor 704 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 705 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 706 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 707 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 708 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 709 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 710 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 711 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. Details Of Cost For One Set 712 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 713 [ Vice Principalresidence ] ( Type-4 ) 714 Earth Work 715 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil Anddisposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 716 All Kinds Of Soil 717 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 718 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 719 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 720 Concrete Work 721 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 722 Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 723 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. 724 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 725 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres. With Common Burnt Clayf.P.S. ( Non Modulur ) Bricks Of Class Designation 75 726 Reinforced Cement Concrete 727 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 728 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 729 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 730 Lintels, Beams, Plinth Beams, Girders, Bressumers 731 Columns, Pillars, Piers, Abutments, Posts And Struts. 732 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 733 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. 734 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-500 D Or More. 735 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 736 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 737 All Works Upto Plinth Level 738 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 739 ( I ) R.C.C. Work In Footing 740 ( Ii ) R.C.C. Work In Beam 741 ( Iii ) R.C.C. Work In Columns 742 All Works Above Plinth Level Upto Floor V Level 743 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 744 ( I ) R.C.C. Work In Lintel 745 ( Ii ) R.C.C. Work In Beam 746 ( Iii ) R.C.C. Work In Columns 747 ( Iv ) R.C.C. Work In Slab 748 Masonry Work 749 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundations And Plinth In : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 750 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 751 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Superstructure Above Plinth Level Up To Floor V Levelin : 752 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 753 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 754 Cladding Work 755 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. 756 Area Of Slab Upto 0.50 Sqm 757 Area Of Slab Over 0.50 Sqm 758 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 759 Granite Work 760 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 761 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 762 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 763 Wood And Pvc Work 764 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws 765 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 766 Extra For Cutting Rebate In Flush Door Shutters ( Total Area Of The Shutter To Be Measured ) . 767 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 768 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 769 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Finecellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Selftapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As PermanufacturerS Specification And Direction Of Engineer-In-Charge. 770 Providing & Fixing Decorative High Pressure Laminated Sheet Of Plain / Wood Grain In Gloss / Matt / Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Quality Conforming To Is : 2046 Type S, Including Cost Of Adhesive Of Approved Quality. 1.0 Mm Thick 771 Providing And Fixing Wire Gauge Shutters Using Stainless Steel Grade 304 Wire Gauge With Wire Of Dia 0.5 Mm And Average Width Of Aperture 1.4 Mm In Both Directions For Doors, Windows And Clerestory Windows With Necessary Screws : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size, Kiln Seasoned And Chemically Treated Hollock Wood 772 3000 Series Windows ( Double Rebate With Air Tight Glass Shutter Windows ) Providing& Fixing 3000 Series Windows Fabricated From Roll Formed Sections Made Of Galvanized Steel Colour Coated / Powder Coated ( Base Steel As Per Is 513 “D” Quality, Galvanized As Per Is 277 With Zinc Of 120 Grams / Sq. Mtr. ) With Total Coated Thickness Of 0.60 Mm.Paint Specifications:Coated Sections Should Be With Primer Coat Of Epoxy Primer Of 5-7 Microns Thick, Finish Painted With Polyester Paint Of 12-16 Microns Thick And Back Coated With Alkyd Backer Of 5-7 Microns, Or Powder Coated With Pure Polyester Powder Up To 50-60 Microns Thick. 773 Dimensions Of Sections:Section For Frame Should Be Of 98Mm X 50Mm, Section For Mullion Should Be Of 46Mm X 70Mm, Section For Shutter Frame Should Be Of 46Mm X 46 Mm, Section For Fixed Glass Bead Should Be Of 18Mm X 25Mm And Section For Fly Mesh Shutter Frame Should Be Of 20Mm X 40Mm.Fixing Details:Frame And Mesh Shutter Sections Should Be Cut To Length And Mitre Joined With Corner Bracket Made Of Polypropylene. Glass Shutter Should Be Mitre Joined With Corner Brackets Made Of Crca Electroplated. Mullion Section Should Be Joined With Frame / Mullion Using Nylon Mullion Cap Ethyl Propylene Diamine Monomer ( Epdm ) Gasket Should Be Used All Around Glass In Shutter Between Frame And Glazed Shutter And Both Sides Of Fixed Glass. Spoon Profile Should Be Used Around Fly Mesh To Fix Mesh In Mesh Shutter. 774 Accessories:Each Glazed Shutter Should Be Provided With Ms Powder Coated Friction Hinges – 1 Set, High Grade Aluminum Powder Coated Handle -1 No. Each Mesh Shutter Should Be Provided With S.S.Pivot Hinges-1 Set, Elixir Make Handle Shall Be Provided Per Shutter.Window Frame Should Be Fixed To Brick / Concrete Masonary By Using Nylon Self Expanding Caps And Driving Ms Electroplated 80Mm Long Screws Into The Caps Through Frames.Glass: Glass Shutter & Fixed Glass Portions Should Be Provided With A Glass Of 4Mm Plain Float Glass.Meshmesh Shutter Should Be Provided With A Stainless Steel 32 Gauge Fly Mesh Of 304 Grades With 144 Holes Per Square Inch.Grill:-Windows Should Be Provided With Grill Made Of 10Mm Sq. Ms Bars Welded To At 150Mm Center-To-Center, 6Mm X 12Mm Ms Flat. Total Grill Unit Should Be Powder Coated And Fixed To Window Frame With Screws. ( Make: A2z Infra Solutions / Elixir Metform Pvt Ltd. / Lakshmi Fabrications ) 775 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 776 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 777 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 778 300 X 10Mm 779 150 X 10Mm 780 Steel Work 781 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size 782 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With :4.0 Mm Thick Glass Panes ( Weights Not Less Than 10 Kg / Sqm ) 783 Flooring 784 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 785 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 786 Providing And Laying Vitrified Tiles In Floor In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laidon 20 Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Jointing With Grey Cement Slurry @3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. Thetiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet Forplacing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt / Antiskid Finish Ofsize Of Tile 600 X 600 Mm 787 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm. 788 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 789 Finishing 790 12Mm Cement Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Exterior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers, And / Or Roundedangles Not Exceeding 80Mm In Girth And Finished Even And Smooth No Extra For Mixing Any Additive. 1:6 ( 1 Cement: 6 Coarse Sand ) 791 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 792 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 793 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 794 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade. New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) . 795 Applying Priming Coat: 796 With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood 797 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 798 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: 799 Two Or More Coats On New Work. 800 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 801 Water Proofing 802 Providing And Laying In Situ Seven Course Water Proofing Treatment With App ( Atactic Poly-Propylene ) Modified Polymeric Memberane Over Roof Consisting Of First Coat Of Bitumen Primer @ 0.40 Litre Per Sqm, 2Nd, 4Th & 6Th Courses Of Bonding Material @ 1.20 Kg / Sqm, Which Shall Consist Of Blown Type Bitumen Of Grade 85 / 25 Conforming To Is : 702, 3Rd And 5Th Layers Of Roofing Membrane App Modified Polymeric Membrane 1.5 Mm Thick Of 2.25 Kg / Sqm Weight Consisting Of Five Layers Prefabricated With Centre Core As 20 Micron Hmhdpe Film Sandwiched On Both Sides With Polymeric Mix And The Polymeric Mix Is Protected On Both Side With 20 Micron Hmhdpe Film. 7Th, The Top Most Layer Shall Be Finished With Brick Tiles Of Class Designation 10 Grouted With Cement Mortar 1:3 ( 1Cement : 3 Fine Sand ) Mixed With 2% Integral Water Proofing Compound By Weight Of Cement Over A 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat ( Item Of Laying Brick Tiles Shall Be Paid For Separately ) . 803 Providing And Laying Brick Tiles Over Mumty Roofs, Grouted With Cementmortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement, Over 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat:With Common Burnt Clay F.P.S. ( Non Modular ) Brick Tiles Of Class Designation 10 804 Plumbing Internal Estimate ( Type-4 / Vice Principal Residence ) 805 Sub Head– I Sanitary Installation 806 Providing And Fixing Water Closet Squatting Pan ( Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:. 807 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 808 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement 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 : 809 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 810 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 811 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 812 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 813 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 814 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 815 Providing And Fixing Toilet Paper Holder : 816 C.P. Brass 817 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 818 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 819 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 820 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. 821 Providing And Fixing Stainless Steel A Isi 304 ( 18 / 8 ) Kitchen Sink As Per Is : 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 822 Kitchen Sink With Drain Board 823 510X1040 Mm Bowl Depth 250Mm 824 Kitchen Sink Without Drain Board 825 610X460 Mm Bowl Depth 200 Mm 826 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 827 Size 450X300x150 Mm 828 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 829 Flexible Pipe 830 40 Mm Dia 831 Providing And Fixing Soil, Waste And Vent Pipes : 832 100 Mm Dia 833 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 834 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 835 100 Mm 836 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 837 Providing And Fixing Plain Bend Of Required Degree. 838 100 Mm 839 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 840 Providing And Fixing Heel Rest Sanitary Bend 841 100 Mm Dia 842 Sand Cast Iron S&S As Per Is - 3989 843 Providing And Fixing Double Equal Plain Junction Of Required Degree 844 100X100x100x100 Mm 845 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 846 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 847 100X100x100 Mm 848 Sand Cast Iron S&S As Per Is: 3989 849 Providing And Fixing Single Equal Plain Junction Of Required Degree 850 100X100x100 Mm 851 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 852 Providing And Fixing Terminal Guard: 853 100 Mm 854 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 855 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 856 100 Mm 857 S S 304 Grade Coupling With Epdm Rubber Gasket 858 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 859 100 Mm 860 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 861 100 Mm Diameter Pipe 862 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 863 100 Mm Diameter Pipe 864 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 865 32 Mm Dia. Nominal Bore 866 40 Mm Dia. Nominal Bore 867 50 Mm Dia. Nominal Bore 868 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 869 100 Mm Inlet And 100 Mm Outlet 870 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 871 Cutting Holes Up To 15 X 15 Cm In R.C.C. Floors And Roofs For Passing Drain Pipe Etc. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 872 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 873 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 874 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 875 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 876 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 877 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 878 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 879 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. 880 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. 881 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 882 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 883 Coupler 884 110 Mm 885 Single Tee With Door 886 110X110x110 Mm 887 Bend 87.5° 888 110 Mm 889 Shoe ( Plain ) 890 110 Mm Shoe 891 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Making Good The Wall Etc. Complete. 892 110 Mm 893 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 894 110 Mm Outer Dia 895 50 Mm Outer Dia 896 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 897 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 898 Sub Head– Ii Water Supply 899 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 900 Internal Work – Exposed On Wall. 901 20 Mm Nominal Outer Dia Pipes 902 25 Mm Nominal Outer Dia Pipes 903 32 Mm Nominal Outer Dia Pipes 904 40 Mm Nominal Outer Dia Pipes 905 50 Mm Nominal Outer Dia Pipes 906 65 Mm Nominal Outer Dia Pipes 907 80 Mm Nominal Outer Dia Pipes 908 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I / C Fixing The Pipe With Clamps At 1.00 M Spacing.This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 909 Concealed Including Cutting Chases And Making Good The Wall Etc. 910 15 Mm Nominal Outer Dia Pipes 911 20 Mm Nominal Outer Dia Pipes 912 25 Mm Nominal Outer Dia Pipes 913 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 914 20 Mm Dia. Nominal Bore 915 25 Mm Dia. Nominal Bore 916 32 Mm Dia. Nominal Bore 917 40 Mm Dia. Nominal Bore 918 50 Mm Dia. Nominal Bore 919 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 920 25 Mm Nominal Bore 921 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 922 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 923 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, 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 924 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 925 15 Mm Nominal Bore 926 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 927 15 Mm Nominal Bore 928 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 929 15Mm Nominal Bore 930 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 931 45 Cm Length 932 15 Mm Nominal Bore 933 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 934 150 Mm Diameter 935 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 936 ( A ) 15 Mm Nominal Dia 937 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 938 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 939 Upto 50 Mm Dia. Nominal Bore 940 Subhead– Iii Drainage 941 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 942 150 Mm Diameter 943 200 Mm Diameter 944 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 945 180X150 Mm Size P Type 946 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 947 Providingandlayingnon-Pressurenp2class ( Lightduty ) R.C.C.Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : 948 150 Mm Dia. R.C.C. Pipe 949 250 Mm Dia. R.C.C. Pipe 950 300 Mm Dia. R.C.C. Pipe 951 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 952 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 953 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 954 Extra Depth Formanhole 90X80 Cm 955 With Fpsbricks Class Designation 7.5 956 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 957 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 958 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 959 Electrical Works Type - 4 Residence ( Vice Principal Residence ) 960 Sub Head - I: Circuit Cum Point Wiring 961 Switch Control Light Points 962 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. 963 Group C 964 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 965 Group C 966 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 967 Group C 968 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 969 Group C 970 Mcb Control Light Points 971 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 972 Primary Point Controlled By One Mcb. 973 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 974 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 975 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 976 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 977 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 978 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 979 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 980 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 981 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 982 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 983 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 984 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5 / 6 & 15 / 16 A Modular Socket Outlet And 15 / 16 A Modular Switch, Connections Etc. As Required. 985 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 986 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 987 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 988 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 989 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 990 Telephone Socket Outlet 991 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 992 1 Or 2 Module ( 75Mmx75mm ) 993 6 Module ( 78Mm X 205 Mm X 50 Mm ) 994 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 995 3 Pin , 5 / 6 Amps Socket Outlet 996 5 / 6 Amps Switch 997 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 998 25 Mm 999 32 Mm 1000 Subhead -Ii - Fittings & Fixtures 1001 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 1002 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 1003 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 1004 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 1005 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 1006 Supply, Installation, Testing And Commissioning Of150 W Chandelier 1007 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 1008 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 1009 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current ( Bldc ) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value ( Cm / M / W ) Minimum 6.00, Air Delivery Minimum 210 Cum / Min , 350 Rpm ( Tolerance As Per Is : 374-2019 ) , Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C ( Max. ) , Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. 1010 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 1011 Subhead - Iii - Distribution Boards 1012 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1013 6 Way, Double Door 1014 8 Way, Double Door 1015 12 Way, Double Door 1016 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1017 4 Way ( 4 + 12 ) , Double Door 1018 6 Way ( 4 + 18 ) , Double Door 1019 8 Way ( 4 + 24 ) , Double Door 1020 Supplyingand Fixingoffollowingwayssurface / Recessmounting, Vertical Type, 415 V, Tpn Mcb Distribution Board Of Sheet Steel, Dust Protected, Duly Powder Painted, Inclusive Of 200 A Tinned Copper Bus Bar, Common Neutral Link, Earth Bar, Din Bar For Mounting Mcbs ( But Without Mcbs And Incomer ) As Required . ( Note :Vertical Type Mcb Tpdb Is Normally Used Where 3 Phase Outlets Are Required. ) 1021 12 Way ( 4 + 36 ) , Double Door 1022 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1023 Single Pole 1024 Single Pole Neutral 1025 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1026 40 A 1027 63 A 1028 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1029 25 A 1030 40 A 1031 63 A 1032 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand Neutral ) , 240 V, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1033 25 A 1034 40 A 1035 63 A 1036 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 1037 Sub Head-Iv , Lightning Conductor 1038 Lightning Conductor 1039 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 1040 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 1041 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 1042 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 1043 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1044 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1045 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 1046 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. Details Of Cost For One Set 1047 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 1048 [ Type-Iii Residences G+2, 6Units. ] 1049 Earth Work 1050 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil Anddisposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 1051 All Kinds Of Soil 1052 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 1053 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming , Consolidating And Dressing Complete. 1054 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 1055 Concrete Work 1056 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Sizederived From Natural Sources ) 1057 Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 1058 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. 1059 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over75mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 1060 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres. With Common Burnt Clayf.P.S. ( Non Modulur ) Bricks Of Class Designation 75 1061 Reinforced Cement Concrete 1062 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights 1063 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 1064 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 1065 Lintels, Beams, Plinth Beams, Girders, Bressumers 1066 Columns, Pillars, Piers, Abutments, Posts And Struts. 1067 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 1068 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. 1069 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-500 D Or More. 1070 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 1071 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength;Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of Theminimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 1072 All Works Upto Plinth Level 1073 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 1074 ( I ) R.C.C. Work In Footing 1075 ( Ii ) R.C.C. Work In Beam 1076 ( Iii ) R.C.C. Work In Columns 1077 All Works Above Plinth Level Upto Floor V Level 1078 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg / Cum 1079 ( I ) R.C.C. Work In Lintel 1080 ( Ii ) R.C.C. Work In Beam 1081 ( Iii ) R.C.C. Work In Columns 1082 ( Iv ) R.C.C. Work In Slab 1083 Masonry Work 1084 Half Brick Masonry 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. : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 1085 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 1086 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Super Structure Above Plinth Level Up To Floor V Level In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1087 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1088 Cladding Work 1089 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. 1090 Granite Stone Slab Colour Black, Cherry / Ruby Red 1091 Area Of Slab Upto 0.50 Sqm 1092 Area Of Slab Over 0.50 Sqm 1093 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 1094 Granite Work 1095 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 1096 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 1097 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 1098 Wood And Pvc Work 1099 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is :2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Plyveneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Markedstainless Steel Butt Hinges With Necessary Screws 1100 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 1101 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 1102 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 1103 300 Mm Weighing Not Less Than 200 Gms 1104 250 Mm Weighing Not Less Than 150 Gms 1105 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 1106 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Finecellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Selftapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As PermanufacturerS Specification And Direction Of Engineer-In-Charge. 1107 Providing & Fixing Decorative High Pressure Laminated Sheet Of Plain / Wood Grain In Gloss / Matt / Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Quality Conforming To Is : 2046 Type S, Including Cost Of Adhesive Of Approved Quality. 1.5 Mm Thick 1108 Providing And Fixing Wire Gauge Shutters Using Stainless Steel Grade 304 Wire Gauge With Wire Of Dia 0.5 Mm And Average Width Of Aperture 1.4 Mm In Both Directions For Doors, Windows And Clerestory Windows With Necessary Screws : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size 1109 Kiln Seasoned And Chemically Treated Hollock Wood 1110 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 1111 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 1112 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 1113 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 1114 300 X 10Mm 1115 150 X 10Mm 1116 Steel Work 1117 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 1118 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size 1119 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 1120 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 1121 M.S Raling 1122 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 1123 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 1124 Flooring 1125 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 1126 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 1127 Providing And Laying Vitrified Tiles In Floor In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Jointing With Grey Cement Slurry @3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt / Antiskid Finish Of Size Size Of Tile 600 X 600 Mm 1128 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600X600 Mm 1129 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete.Size Of Tile 600X600 Mm 1130 Finishing 1131 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 1132 12Mm Cement Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Exterior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers, And / Or Roundedangles Not Exceeding 80Mm In Girth And Finished Even And Smooth No Extra For Mixing Any Additive. 1:6 ( 1 Cement: 6 Coarse Sand ) 1133 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 1134 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 1135 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade. New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) . 1136 Steel Painting:Applying Priming Coat 1137 With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood 1138 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 1139 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: 1140 Two Or More Coats On New Work. 1141 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 1142 Water Proofing 1143 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 1144 Providing And Laying In Situ Seven Course Water Proofing Treatment With App ( Atactic Poly-Propylene ) Modified Polymeric Memberane Over Roof Consisting Of First Coat Of Bitumen Primer @ 0.40 Litre Per Sqm, 2Nd, 4Th & 6Th Courses Of Bonding Material @ 1.20 Kg / Sqm, Which Shall Consist Of Blown Type Bitumen Of Grade 85 / 25 Conforming To Is : 702, 3Rd And 5Th Layers Of Roofing Membrane App Modified Polymeric Membrane 1.5 Mm Thick Of 2.25 Kg / Sqm Weight Consisting Of Five Layers Prefabricated With Centre Core As 20 Micron Hmhdpe Film Sandwiched On Both Sides With Polymeric Mix And The Polymeric Mix Is Protected On Both Side With 20 Micron Hmhdpe Film. 7Th, The Top Most Layer Shall Be Finished With Brick Tiles Of Class Designation 10 Grouted With Cement Mortar 1:3 ( 1Cement : 3 Fine Sand ) Mixed With 2% Integral Water Proofing Compound By Weight Of Cement Over A 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat ( Item Of Laying Brick Tiles Shall Be Paid For Separately ) . 1145 Providing And Laying Brick Tiles Over Mumty Roofs, Grouted With Cementmortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement, Over 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat:With Common Burnt Clay F.P.S. ( Non Modular ) Brick Tiles Of Class Designation 10 1146 Providing And Filling Of Aac Lightweight Broken Blocks Sunken Portions. 1147 Plumbing Internal Estimate ( Type-3 , 6 Unit ) ( G+2 ) 1148 Sub Head– I Sanitary Installation 1149 Providing And Fixing Water Closet Squatting Pan ( Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:. 1150 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 1151 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement 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 : 1152 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 1153 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 1154 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 1155 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 1156 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 1157 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 1158 Providing And Fixing Toilet Paper Holder : 1159 C.P. Brass 1160 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 1161 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 1162 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 1163 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. 1164 Providing And Fixing Stainless Steel A Isi 304 ( 18 / 8 ) Kitchen Sink As Per Is : 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 1165 Kitchen Sink With Drain Board 1166 510X1040 Mm Bowl Depth 250Mm 1167 Kitchen Sink Without Drain Board 1168 610X460 Mm Bowl Depth 200 Mm 1169 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 1170 Size 450X300x150 Mm 1171 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 1172 Flexible Pipe 1173 40 Mm Dia 1174 Providing And Fixing Soil, Waste And Vent Pipes : 1175 100 Mm Dia 1176 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 1177 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1178 100 Mm 1179 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 1180 Providing And Fixing Plain Bend Of Required Degree. 1181 100 Mm 1182 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1183 Providing And Fixing Heel Rest Sanitary Bend 1184 100 Mm Dia 1185 Sand Cast Iron S&S As Per Is - 3989 1186 Providing And Fixing Double Equal Plain Junction Of Required Degree 1187 100X100x100x100 Mm 1188 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1189 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1190 100X100x100 Mm 1191 Sand Cast Iron S&S As Per Is: 3989 1192 Providing And Fixing Single Equal Plain Junction Of Required Degree 1193 100X100x100 Mm 1194 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1195 Providing And Fixing Terminal Guard: 1196 100 Mm 1197 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1198 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 1199 100 Mm 1200 S S 304 Grade Coupling With Epdm Rubber Gasket 1201 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 1202 100 Mm 1203 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 1204 100 Mm Diameter Pipe 1205 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 1206 100 Mm Diameter Pipe 1207 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1208 32 Mm Dia. Nominal Bore 1209 40 Mm Dia. Nominal Bore 1210 50 Mm Dia. Nominal Bore 1211 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 1212 100 Mm Inlet And 100 Mm Outlet 1213 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 1214 Cutting Holes Up To 15 X 15 Cm In R.C.C. Floors And Roofs For Passing Drain Pipe Etc. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 1215 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 1216 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 1217 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 1218 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 1219 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 1220 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 1221 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 1222 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. 1223 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. 1224 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 1225 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 1226 Coupler 1227 110 Mm 1228 Single Tee With Door 1229 110X110x110 Mm 1230 Bend 87.5° 1231 110 Mm 1232 Shoe ( Plain ) 1233 110 Mm Shoe 1234 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Making Good The Wall Etc. Complete. 1235 110 Mm 1236 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 1237 110 Mm Outer Dia 1238 50 Mm Outer Dia 1239 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 1240 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 1241 Sub Head– Ii Water Supply 1242 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1243 Internal Work – Exposed On Wall. 1244 20 Mm Nominal Outer Dia Pipes 1245 25 Mm Nominal Outer Dia Pipes 1246 32 Mm Nominal Outer Dia Pipes 1247 40 Mm Nominal Outer Dia Pipes 1248 50 Mm Nominal Outer Dia Pipes 1249 65 Mm Nominal Outer Dia Pipes 1250 80 Mm Nominal Outer Dia Pipes 1251 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I / C Fixing The Pipe With Clamps At 1.00 M Spacing.This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 1252 Concealed Including Cutting Chases And Making Good The Wall Etc. 1253 15 Mm Nominal Outer Dia Pipes 1254 20 Mm Nominal Outer Dia Pipes 1255 25 Mm Nominal Outer Dia Pipes 1256 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 1257 20 Mm Dia. Nominal Bore 1258 25 Mm Dia. Nominal Bore 1259 32 Mm Dia. Nominal Bore 1260 40 Mm Dia. Nominal Bore 1261 50 Mm Dia. Nominal Bore 1262 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 1263 25 Mm Nominal Bore 1264 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 1265 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 1266 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, 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 1267 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 1268 15 Mm Nominal Bore 1269 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 1270 15 Mm Nominal Bore 1271 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 1272 15Mm Nominal Bore 1273 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 1274 45 Cm Length 1275 15 Mm Nominal Bore 1276 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 1277 150 Mm Diameter 1278 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 1279 ( A ) 15 Mm Nominal Dia 1280 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 1281 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 1282 Upto 50 Mm Dia. Nominal Bore 1283 Subhead– Iii Drainage 1284 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 1285 150 Mm Diameter 1286 200 Mm Diameter 1287 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 1288 180X150 Mm Size P Type 1289 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 1290 Providingandlayingnon-Pressurenp2class ( Lightduty ) R.C.C.Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : 1291 150 Mm Dia. R.C.C. Pipe 1292 250 Mm Dia. R.C.C. Pipe 1293 300 Mm Dia. R.C.C. Pipe 1294 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 1295 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 1296 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 1297 Extra Depth Formanhole 90X80 Cm 1298 With Fpsbricks Class Designation 7.5 1299 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 1300 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 1301 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 1302 Electrical Works Type-3 ( G+2 ) Residence 1303 Sub Head - I: Circuit Cum Point Wiring 1304 Switch Control Light Points 1305 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. 1306 Group C 1307 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1308 Group C 1309 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 1310 Group C 1311 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1312 Group C 1313 Mcb Control Light Points 1314 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 1315 Primary Point Controlled By One Mcb. 1316 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 1317 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 1318 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 1319 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 1320 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 1321 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 1322 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 1323 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1324 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1325 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 1326 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 1327 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5 / 6 & 15 / 16 A Modular Socket Outlet And 15 / 16 A Modular Switch, Connections Etc. As Required. 1328 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1329 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1330 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 1331 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 1332 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 1333 Telephone Socket Outlet 1334 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1335 1 Or 2 Module ( 75Mmx75mm ) 1336 6 Module ( 78Mm X 205 Mm X 50 Mm ) 1337 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1338 3 Pin , 5 / 6 Amps Socket Outlet 1339 5 / 6 Amps Switch 1340 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 1341 25 Mm 1342 32 Mm 1343 Subhead -Ii - Fittings & Fixtures 1344 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 1345 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 1346 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 1347 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 1348 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 1349 Supply, Installation, Testing And Commissioning Of150 W Chandelier 1350 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 1351 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 1352 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current ( Bldc ) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value ( Cm / M / W ) Minimum 6.00, Air Delivery Minimum 210 Cum / Min , 350 Rpm ( Tolerance As Per Is : 374-2019 ) , Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C ( Max. ) , Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. 1353 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 1354 Subhead - Iii - Distribution Boards 1355 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1356 6 Way, Double Door 1357 8 Way, Double Door 1358 12 Way, Double Door 1359 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1360 4 Way ( 4 + 12 ) , Double Door 1361 6 Way ( 4 + 18 ) , Double Door 1362 8 Way ( 4 + 24 ) , Double Door 1363 Supplyingand Fixingoffollowingwayssurface / Recessmounting, Vertical Type, 415 V, Tpn Mcb Distribution Board Of Sheet Steel, Dust Protected, Duly Powder Painted, Inclusive Of 200 A Tinned Copper Bus Bar, Common Neutral Link, Earth Bar, Din Bar For Mounting Mcbs ( But Without Mcbs And Incomer ) As Required . ( Note :Vertical Type Mcb Tpdb Is Normally Used Where 3 Phase Outlets Are Required. ) 1364 12 Way ( 4 + 36 ) , Double Door 1365 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1366 Single Pole 1367 Single Pole Neutral 1368 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1369 40 A 1370 63 A 1371 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1372 25 A 1373 40 A 1374 63 A 1375 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand Neutral ) , 240 V, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1376 25 A 1377 40 A 1378 63 A 1379 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 1380 Sub Head-Iv , Lightning Conductor 1381 Lightning Conductor 1382 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 1383 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 1384 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 1385 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 1386 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1387 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1388 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 1389 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. Details Of Cost For One Set 1390 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 1391 [ Type-Ii Residences ( G+3 ) , 7 Units. ] 1392 Earth Work 1393 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 1394 All Kinds Of Soil 1395 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 1396 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming , Consolidating And Dressing Complete. 1397 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 1398 Concrete Work 1399 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 1400 Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 1401 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. 1402 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) Over75mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 1403 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres. With Common Burnt Clayf.P.S. ( Non Modulur ) Bricks Of Class Designation 75 1404 Reinforced Cement Concrete 1405 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights 1406 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 1407 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 1408 Lintels, Beams, Plinth Beams, Girders, Bressumers 1409 Columns, Pillars, Piers, Abutments, Posts And Struts. 1410 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 1411 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. 1412 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-500 D Or More. 1413 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 1414 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarse Aggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairing Strength;Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of Theminimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Content In Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 1415 All Works Upto Plinth Level 1416 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 1417 ( I ) R.C.C. Work In Footing 1418 ( Ii ) R.C.C. Work In Beam 1419 ( Iii ) R.C.C. Work In Columns 1420 All Works Above Plinth Level Upto Floor V Level 1421 Concrete Of M25 Grade With Minimum Cement Content Of 330 Kg / Cum 1422 ( I ) R.C.C. Work In Lintel 1423 ( Ii ) R.C.C. Work In Beam 1424 ( Iii ) R.C.C. Work In Columns 1425 ( Iv ) R.C.C. Work In Slab 1426 Masonry Work 1427 Half Brick Masonry 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. : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 1428 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 1429 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Super Structure Above Plinth Level Up To Floor V Level In : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1430 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1431 Cladding Work 1432 Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills , Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. 1433 Granite Stone Slab Colour Black, Cherry / Ruby Red 1434 Area Of Slab Upto 0.50 Sqm 1435 Area Of Slab Over 0.50 Sqm 1436 Providing Edge Moulding To 18Mm Thick Marble Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 1437 Granite Work 1438 Extra For Fixing Marble / Granite Stone Over And Above Corresponding Basic Item, In Facia And Drops Of Width Upto 150 Mm With Epoxy Resin Based Adhesive Including Cleaning Etc. Complete. 1439 Extra For Providing Opening Of Required Size & Shape For Wash Basins / Kitchen Sink In Kitchen Platform, Vanity Counters And Similar Location In Marble / Granite / Stone Work Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. 1440 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness To Be Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 1441 Wood And Pvc Work 1442 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is :2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Plyveneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters:35 Mm Thick Including Isi Markedstainless Steel Butt Hinges With Necessary Screws 1443 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 1444 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 1445 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 1446 300 Mm Weighing Not Less Than 200 Gms 1447 250 Mm Weighing Not Less Than 150 Gms 1448 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 1449 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Fine Cellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Self Tapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As Per ManufacturerS Specification And Direction Of Engineer-In-Charge. 1450 Providing & Fixing Decorative High Pressure Laminated Sheet Of Plain / Wood Grain In Gloss / Matt / Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Quality Conforming To Is : 2046 Type S, Including Cost Of Adhesive Of Approved Quality. 1.5 Mm Thick 1451 Providing And Fixing Wire Gauge Shutters Using Stainless Steel Grade 304 Wire Gauge With Wire Of Dia 0.5 Mm And Average Width Of Aperture 1.4 Mm In Both Directions For Doors, Windows And Clerestory Windows With Necessary Screws : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size 1452 Kiln Seasoned And Chemically Treated Hollock Wood 1453 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 1454 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 1455 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 1456 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 1457 200 X 10Mm 1458 150 X 10Mm 1459 Steel Work 1460 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 1461 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size 1462 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 1463 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 1464 Ms Railing 1465 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required.In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works 1466 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 1467 Flooring 1468 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 1469 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 1470 Providing And Laying Vitrified Tiles In Floor In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Jointing With Grey Cement Slurry @3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. The Tiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Requiredthickness, Leveling System And Rubber Mallet For Placing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt / Antiskid Finish Of Size Size Of Tile 600 X 600 Mm 1471 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600X600 Mm 1472 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete.Size Of Tile 600X600 Mm 1473 Finishing 1474 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 1475 12Mm Cement Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Exterior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers, And / Or Roundedangles Not Exceeding 80Mm In Girth And Finished Even And Smooth No Extra For Mixing Any Additive. 1:6 ( 1 Cement: 6 Coarse Sand ) 1476 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 1477 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 1478 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade. New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) . 1479 Steel Painting:Applying Priming Coat 1480 With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood 1481 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 1482 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: 1483 Two Or More Coats On New Work. 1484 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 1485 Water Proofing 1486 Providing And Laying Water Proofing Treatment In Sunken Portion Of Wcs, Bathroom Etc., By Applying Cement Slurry Mixed With Water Proofing Cement Compound Consisting Of Applying : A ) First Layer Of Slurry Of Cement @ 0.488 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.253 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours. B ) Second Layer Of Slurry Of Cement @ 0.242 Kg / Sqm Mixed With Water Proofing Cement Compound @ 0.126 Kg / Sqm. This Layer Will Be Allowed To Air Cure For 4 Hours Followed With Water Curing For 48 Hours. The Rate Includes Preparation Of Surface, Treatment And Sealing Of All Joints, Corners, Junctions Of Pipes And Masonry With Polymer Mixed Slurry. 1487 Providing And Laying In Situ Seven Course Water Proofing Treatment With App ( Atactic Poly-Propylene ) Modified Polymeric Memberane Over Roof Consisting Of First Coat Of Bitumen Primer @ 0.40 Litre Per Sqm, 2Nd, 4Th & 6Th Courses Of Bonding Material @ 1.20 Kg / Sqm, Which Shall Consist Of Blown Type Bitumen Of Grade 85 / 25 Conforming To Is : 702, 3Rd And 5Th Layers Of Roofing Membrane App Modified Polymeric Membrane 1.5 Mm Thick Of 2.25 Kg / Sqm Weight Consisting Of Five Layers Prefabricated With Centre Core As 20 Micron Hmhdpe Film Sandwiched On Both Sides With Polymeric Mix And The Polymeric Mix Is Protected On Both Side With 20 Micron Hmhdpe Film. 7Th, The Top Most Layer Shall Be Finished With Brick Tiles Of Class Designation 10 Grouted With Cement Mortar 1:3 ( 1Cement : 3 Fine Sand ) Mixed With 2% Integral Water Proofing Compound By Weight Of Cement Over A 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat ( Item Of Laying Brick Tiles Shall Be Paid For Separately ) . 1488 Providing And Laying Brick Tiles Over Mumty Roofs, Grouted With Cementmortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement, Over 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat:With Common Burnt Clay F.P.S. ( Non Modular ) Brick Tilesof Class Designation 10 1489 Providing And Filling Of Aac Lightweight Broken Blocks Sunken Portions. 1490 Plumbing Internal Estimate ( Type-2 , 7 Unit ) ( G+3 ) 1491 Sub Head– I Sanitary Installation 1492 Providing And Fixing Water Closet Squatting Pan ( Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:. 1493 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 1494 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement 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 : 1495 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 1496 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 1497 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 1498 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 1499 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 1500 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 1501 Providing And Fixing Toilet Paper Holder : 1502 C.P. Brass 1503 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 1504 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 1505 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 1506 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. 1507 Providing And Fixing Stainless Steel A Isi 304 ( 18 / 8 ) Kitchen Sink As Per Is : 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 1508 Kitchen Sink With Drain Board 1509 510X1040 Mm Bowl Depth 250Mm 1510 Kitchen Sink Without Drain Board 1511 610X460 Mm Bowl Depth 200 Mm 1512 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 1513 Size 450X300x150 Mm 1514 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 1515 Flexible Pipe 1516 40 Mm Dia 1517 Providing And Fixing Soil, Waste And Vent Pipes : 1518 100 Mm Dia 1519 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 1520 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1521 100 Mm 1522 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 1523 Providing And Fixing Plain Bend Of Required Degree. 1524 100 Mm 1525 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1526 Providing And Fixing Heel Rest Sanitary Bend 1527 100 Mm Dia 1528 Sand Cast Iron S&S As Per Is - 3989 1529 Providing And Fixing Double Equal Plain Junction Of Required Degree 1530 100X100x100x100 Mm 1531 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1532 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1533 100X100x100 Mm 1534 Sand Cast Iron S&S As Per Is: 3989 1535 Providing And Fixing Single Equal Plain Junction Of Required Degree 1536 100X100x100 Mm 1537 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1538 Providing And Fixing Terminal Guard: 1539 100 Mm 1540 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1541 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 1542 100 Mm 1543 S S 304 Grade Coupling With Epdm Rubber Gasket 1544 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 1545 100 Mm 1546 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 1547 100 Mm Diameter Pipe 1548 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 1549 100 Mm Diameter Pipe 1550 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1551 32 Mm Dia. Nominal Bore 1552 40 Mm Dia. Nominal Bore 1553 50 Mm Dia. Nominal Bore 1554 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 1555 100 Mm Inlet And 100 Mm Outlet 1556 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 1557 Cutting Holes Up To 15 X 15 Cm In R.C.C. Floors And Roofs For Passing Drain Pipe Etc. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 1558 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 1559 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 1560 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 1561 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 1562 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 1563 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 1564 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 1565 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. 1566 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. 1567 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 1568 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 1569 Coupler 1570 110 Mm 1571 Single Tee With Door 1572 110X110x110 Mm 1573 Bend 87.5° 1574 110 Mm 1575 Shoe ( Plain ) 1576 110 Mm Shoe 1577 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Making Good The Wall Etc. Complete. 1578 110 Mm 1579 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 1580 110 Mm Outer Dia 1581 50 Mm Outer Dia 1582 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 1583 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 1584 Sub Head– Ii Water Supply 1585 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1586 Internal Work – Exposed On Wall. 1587 20 Mm Nominal Outer Dia Pipes 1588 25 Mm Nominal Outer Dia Pipes 1589 32 Mm Nominal Outer Dia Pipes 1590 40 Mm Nominal Outer Dia Pipes 1591 50 Mm Nominal Outer Dia Pipes 1592 65 Mm Nominal Outer Dia Pipes 1593 80 Mm Nominal Outer Dia Pipes 1594 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I / C Fixing The Pipe With Clamps At 1.00 M Spacing.This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 1595 Concealed Including Cutting Chases And Making Good The Wall Etc. 1596 15 Mm Nominal Outer Dia Pipes 1597 20 Mm Nominal Outer Dia Pipes 1598 25 Mm Nominal Outer Dia Pipes 1599 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 1600 20 Mm Dia. Nominal Bore 1601 25 Mm Dia. Nominal Bore 1602 32 Mm Dia. Nominal Bore 1603 40 Mm Dia. Nominal Bore 1604 50 Mm Dia. Nominal Bore 1605 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 1606 25 Mm Nominal Bore 1607 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 1608 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 1609 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, 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 1610 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 1611 15 Mm Nominal Bore 1612 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 1613 15 Mm Nominal Bore 1614 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 1615 15Mm Nominal Bore 1616 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 1617 45 Cm Length 1618 15 Mm Nominal Bore 1619 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 1620 150 Mm Diameter 1621 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 1622 ( A ) 15 Mm Nominal Dia 1623 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 1624 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 1625 Upto 50 Mm Dia. Nominal Bore 1626 Subhead– Iii Drainage 1627 Supply And Fixing Hdpe Double Wall Corrugated ( Dwc ) I.S 16098 ( Part - 2 ) 3013 For Soil / Waste Pipe Under Ground Drainage System Withjointed With Rubber Ring With Good Quality Lubricant For Fittings, Inclusive Of All Necessary Specials Like Bends, Tees, Offsets, Junctions, Re Excavtion And Refillig Etc Complete. 1628 150 Mm Diameter 1629 200 Mm Diameter 1630 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brickmasonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size ( Inside ) The Weight Of Cover To Be Not Lessthan 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design : 1631 180X150 Mm Size P Type 1632 With Fly Ash Bricks ( Non Modular ) Bricks Of Class Designation 7.5 1633 Providingandlayingnon-Pressurenp2class ( Lightduty ) R.C.C.Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : 1634 150 Mm Dia. R.C.C. Pipe 1635 250 Mm Dia. R.C.C. Pipe 1636 300 Mm Dia. R.C.C. Pipe 1637 Constructing Brick Masonry Manholein Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) With Rcc Top Slab With 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Stone Aggregate 40 Mm Nominal Size ) Inside Plastering12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement, Foundation Cocreate 1:3:6 Mix ( 1 Cement :3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Norminal Size ) , And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Norminal Size ) Finished With A Floating Coat Of Neat Cementcomplete As Per Standard Design . 1638 Inside Size 90X80 Cms And 45 Cms Deep Including Ci Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions Total Weight Of Cover & Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg & Weight Of Frame 15 Kg ) 1639 With Common Brunt Clay Fps ( Non Modular ) Bricks Of Class Designation 7.5 1640 Extra Depth Formanhole 90X80 Cm 1641 With Fpsbricks Class Designation 7.5 1642 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910, On 12 Mm Dia Steel Bar Conforming To Is:1786, Having Minimum Cross Section As 23 Mmx25 Mm And Over All Minimum Length 263 Mm And Width As 165 Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequeringesides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Pecifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 1643 Constructing Brick Masonry Road Gully Chamber 50X45x60 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including 500X450 Mm Pre-Cast R.C.C. Horizontal Grating With Frame Complete As Per Standard Design : 1644 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 1645 Electrical Works Type-2 ( G+3 ) Residence 1646 Sub Head - I: Circuit Cum Point Wiring 1647 Switch Control Light Points 1648 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. 1649 Group C 1650 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1651 Group C 1652 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 1653 Group C 1654 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1655 Group C 1656 Mcb Control Light Points 1657 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 1658 Primary Point Controlled By One Mcb. 1659 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 1660 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 1661 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 1662 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 1663 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 1664 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 1665 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 1666 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1667 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1668 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 1669 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 1670 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5 / 6 & 15 / 16 A Modular Socket Outlet And 15 / 16 A Modular Switch, Connections Etc. As Required. 1671 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1672 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1673 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 1674 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 1675 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 1676 Telephone Socket Outlet 1677 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1678 1 Or 2 Module ( 75Mmx75mm ) 1679 6 Module ( 78Mm X 205 Mm X 50 Mm ) 1680 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1681 3 Pin , 5 / 6 Amps Socket Outlet 1682 5 / 6 Amps Switch 1683 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 1684 25 Mm 1685 32 Mm 1686 Subhead -Ii - Fittings & Fixtures 1687 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 1688 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 1689 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 1690 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 1691 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 1692 Supply, Installation, Testing And Commissioning Of150 W Chandelier 1693 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 1694 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 1695 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current ( Bldc ) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value ( Cm / M / W ) Minimum 6.00, Air Delivery Minimum 210 Cum / Min , 350 Rpm ( Tolerance As Per Is : 374-2019 ) , Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C ( Max. ) , Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. 1696 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 1697 Subhead - Iii - Distribution Boards 1698 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1699 6 Way, Double Door 1700 8 Way, Double Door 1701 12 Way, Double Door 1702 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 1703 4 Way ( 4 + 12 ) , Double Door 1704 6 Way ( 4 + 18 ) , Double Door 1705 8 Way ( 4 + 24 ) , Double Door 1706 Supplyingand Fixingoffollowingwayssurface / Recessmounting, Vertical Type, 415 V, Tpn Mcb Distribution Board Of Sheet Steel, Dust Protected, Duly Powder Painted, Inclusive Of 200 A Tinned Copper Bus Bar, Common Neutral Link, Earth Bar, Din Bar For Mounting Mcbs ( But Without Mcbs And Incomer ) As Required . ( Note :Vertical Type Mcb Tpdb Is Normally Used Where 3 Phase Outlets Are Required. ) 1707 12 Way ( 4 + 36 ) , Double Door 1708 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1709 Single Pole 1710 Single Pole Neutral 1711 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1712 40 A 1713 63 A 1714 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1715 25 A 1716 40 A 1717 63 A 1718 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand Neutral ) , 240 V, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 1719 25 A 1720 40 A 1721 63 A 1722 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 1723 Sub Head-Iv , Lightning Conductor 1724 Lightning Conductor 1725 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 1726 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 1727 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 1728 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 1729 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1730 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 1731 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 1732 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. Details Of Cost For One Set 1733 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 1734 [ Guest House ] 1735 Earth Work 1736 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil Anddisposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. 1737 All Kinds Of Soil 1738 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 1739 Supplying And Filling In Plinth With Sand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 1740 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 1741 Concrete Work 1742 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 1743 Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources ) 1744 Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Of Vg-10 Of Approved Quality Using 1.7Kg Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With A Piece Of Cloth Lightly Soaked In Kerosene Oil. 1745 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 6 Graded Stoneaggregate 20 Mm Nominal Size Derived From Natural Sources ) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed Andconsolidated And Grouted With Fine Sand, Including Necessary Excavation, Levelling & Dressing & Finishing The Top Smooth. 1746 Brick Edging In Full Brick Width And Half Brick Depth Including Excavation Refilling And Disposal Of Surplus Earth Lead Upto 50 Metres. With Common Burnt Clayf.P.S. ( Non Modulur ) Bricks Of Class Designation 75 1747 Reinforced Cement Concrete 1748 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 1749 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 1750 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 1751 Lintels, Beams, Plinth Beams, Girders, Bressumers 1752 Columns, Pillars, Piers, Abutments, Posts And Struts. 1753 Edges Of Slabs And Breaks In Floors And Walls Under 20 Cm Wide. 1754 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. 1755 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-500 D Or More. 1756 Add For Plaster Drip Course / Groove In Plastered Surface Or Moulding To R.C.C. Projections. 1757 Providing And Laying In Position Ready Mixed Or Site Batched Design Mix Cement Concrete For Reinforced Cement Concrete Work; Using Coarseaggregate And Fine Aggregate Derived From Natural Sources, Portland Pozzolana / Ordinary Portland / Portland Slag Cement, Admixtures Inrecommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete, To Improve Durability And Workability Without Impairingstrength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concrete.Note: Extra Cement Up To 10% Of The Minimum Specified Cement Content In Design Mix Shall Be Payable Separately. In Case The Cement Contentin Design Mix Is More Than 110% Of The Specified Minimum Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. 1758 All Works Upto Plinth Level 1759 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 1760 ( I ) R.C.C. Work In Footing 1761 ( Ii ) R.C.C. Work In Beam 1762 ( Iii ) R.C.C. Work In Columns 1763 All Works Above Plinth Level Upto Floor V Level 1764 Concrete Of M25 Grade With Minimum Cementcontent Of 330 Kg / Cum 1765 ( I ) R.C.C. Work In Lintel 1766 ( Ii ) R.C.C. Work In Beam 1767 ( Iii ) R.C.C. Work In Columns 1768 ( Iv ) R.C.C. Work In Slab 1769 Masonry Work 1770 Half Brick Masonry With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundations And Plinth In : Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) 1771 Extra For Providing And Placing In Position 2 Nos 6Mm Dia. M.S. Bars At Every Third Course Of Half Brick Masonry. 1772 Brick Work With Non Modular Fly Ash Bricks Conforming To Is:12894, Class Designation 10 Average Compressive Strength In Superstructure Above Plinth Level Up To Floor V Levelin : 1773 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1774 Brick Work With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 In Foundation And Plinth In:Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 1775 Cladding Work 1776 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is: 15622 ( Thickness Tobe Specified By The Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge, In Skirting, Risers Of Stepsand Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointin With Grey Cement Slurry @ 3.3Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. 1777 Wood And Pvc Work 1778 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Non-Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Commercial 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Bothfaces Of Shutters:35 Mm Thick Including Isi Marked Stainless Steel Butt Hinges With Necessary Screws 1779 Extra For Providing Lipping With 2Nd Class Teak Wood Battens 25 Mm Minimum Depth On All Edges Of Flush Door Shutters ( Over All Area Of Door Shutter To Be Measured ) . 1780 Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. 1781 Providing And Fixing Oxidised M.S. Casement Stays ( Straight Peg Type ) With Necessary Screws Etc. Complete. 1782 300 Mm Weighing Not Less Than 200 Gms 1783 250 Mm Weighing Not Less Than 150 Gms 1784 Providing And Fixing Aluminium Hanging Floor Door Stopper Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete. Twin Rubber Stopper 1785 Providing And Fixing Factory Made Door Frame ( Single Rebate ) Made Out Of Single Piece Extruded Solid Pvc Foam Profile With Homogenous Finecellular Structure Having Smooth Outer Integral Skin Having 62 Mm Width & 32 Mm Thickness, Frame Will Be Mitred & Jointed With Self Driven Selftapping Screws Of Size 38 Mm X 4 Mm & Pvc Solvent Cement, Including Fixing The Frame To Wall With Suitable Dia & Length Anchor Fastener As PermanufacturerS Specification And Direction Of Engineer-In-Charge. 1786 Providing & Fixing Decorative High Pressure Laminated Sheet Of Plain / Wood Grain In Gloss / Matt / Suede Finish With High Density Protective Surface Layer And Reverse Side Of Adhesive Bonding Quality Conforming To Is : 2046 Type S, Including Cost Of Adhesive Of Approved Quality. 1.0 Mm Thick 1787 Providing And Fixing Wire Gauge Shutters Using Stainless Steel Grade 304 Wire Gauge With Wire Of Dia 0.5 Mm And Average Width Of Aperture 1.4 Mm In Both Directions For Doors, Windows And Clerestory Windows With Necessary Screws : 30 Mm Thick Shutters With Isi Marked Stainless Steel Butt Hinges Of Required Size, Kiln Seasoned And Chemically Treated Hollock Wood 1788 Providing And Fixing Fly Proof Stainless Steel Grade 304 Wire Gauge, To Windows And Clerestory Windows Using Wire Gauge With Average Width Of Aperture 1.4 Mm In Both Directions With Wire Of Dia. 0.50 Mm All Complete.With 12 Mm Mild Steel U Beading 1789 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete. ( A ) 125 Mm. 1790 Providing & Fixing Stainless Steel Sliding Door Bolts Isi Marked Anodised ( Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade With Nuts And Screws Etc Complete. ( A ) 250Mm X 16Mm . 1791 Providing And Fixing Stainless Steel Towerbolts ( Barrel Type ) With Necessary Screws Etc. Complete. 1792 300 X 10Mm 1793 150 X 10Mm 1794 Steel Work 1795 Providing And Fixing Factory Made Isi Marked Steel Glazed Doors, Windows And Ventilators, Side / Top / Centre Hung, With Beading And All Members Such As F7d, F4b, K11 B And K12 B Etc. Complete Of Standard Rolled Steel Sections, Joints Mitred And Flash Butt Welded And Sash Bars Tenoned And Riveted, Including Providing And Fixing Of Hinges, Pivots, Including Priming Coat Of Approved Steel Primer, But Excluding The Cost Of Other Fittings, Complete All As Per Approved Design, ( Sectional Weight Of Only Steel Members Shall Be Measured For Payment ) . Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) . 1796 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size 1797 Providing And Fixing M.S. Tubular Frames For Doors, Windows, Ventilators And Cupboard With Rectangular / L-Type Sections, Made Of 1.60 Mm Thick M.S. Sheet, Joints Mitred, Welded And Grinded Finish, With Profiles Of Required Size, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 1798 Providing & Fixing Glass Panes With Putty And Glazing Clips In Steel Doors, Windows, Clerestory Windows, All Complete With : 4.0 Mm Thick Glass Panes. 1799 Flooring 1800 Kota Stone Slab Flooring Over 20 Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) : 25 Mm Thick 1801 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete. 1802 Providing And Laying Vitrified Tiles In Floor In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand & Manufacturer, In All Colours And Shade, Laidon 20 Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Jointing With Grey Cement Slurry @3.3 Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc. Thetiles Must Be Cut With The Zero Chipping Diamond Cutter Only . Laying Of Tiles Will Be Done With The Notch Trowel, Plier, Wedge, Clips Of Required Thickness, Leveling System And Rubber Mallet Forplacing The Tiles Gently And Easily.Glazed Vitrified Tiles Matt / Antiskid Finish Ofsize Of Tile 600 X 600 Mm 1803 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm. 1804 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Manufacturer ) , With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm 1805 Finishing 1806 12Mm Cement Plaster In Single Coat On Fair Side Of Single Or Half Brick Wall For Exterior Plastering Up To Floor Two Level Including Internal Rounded Angles Chamfers, And / Or Roundedangles Not Exceeding 80Mm In Girth And Finished Even And Smooth No Extra For Mixing Any Additive. 1:6 ( 1 Cement: 6 Coarse Sand ) 1807 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:6 ( 1 Cement: 6 Coarse Sand ) 1808 6 Mm Cement Plaster On Celling ( A ) 1:3 ( 1 Cement:3 Fine Sand ) 1809 Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work ( Two Or More Coats ) Over And Including Water Thinnable Priming Coat With Cement Primer. 1810 Finishing Walls With Premium Acrylic Smooth Exterior Paint With Silicone Additives Of Required Shade. New Work ( Two Or More Coats Applied @ 1.43 Ltr / 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm ) . 1811 Applying Priming Coat: 1812 With Ready Mixed Aluminium Primer Of Approved Brand And Manufacture On Resinous Wood And Plywood 1813 With Ready Mixed Red Oxide Zink Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron / Steel Works. 1814 Painting Withsynthetic Enamel Paint Of Approvedbrandand Manufactureto Give An Even Shade: 1815 Two Or More Coats On New Work. 1816 Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. 1817 Water Proofing 1818 Providing And Laying In Situ Seven Course Water Proofing Treatment With App ( Atactic Poly-Propylene ) Modified Polymeric Memberane Over Roof Consisting Of First Coat Of Bitumen Primer @ 0.40 Litre Per Sqm, 2Nd, 4Th & 6Th Courses Of Bonding Material @ 1.20 Kg / Sqm, Which Shall Consist Of Blown Type Bitumen Of Grade 85 / 25 Conforming To Is : 702, 3Rd And 5Th Layers Of Roofing Membrane App Modified Polymeric Membrane 1.5 Mm Thick Of 2.25 Kg / Sqm Weight Consisting Of Five Layers Prefabricated With Centre Core As 20 Micron Hmhdpe Film Sandwiched On Both Sides With Polymeric Mix And The Polymeric Mix Is Protected On Both Side With 20 Micron Hmhdpe Film. 7Th, The Top Most Layer Shall Be Finished With Brick Tiles Of Class Designation 10 Grouted With Cement Mortar 1:3 ( 1Cement : 3 Fine Sand ) Mixed With 2% Integral Water Proofing Compound By Weight Of Cement Over A 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat ( Item Of Laying Brick Tiles Shall Be Paid For Separately ) . 1819 Providing And Laying Brick Tiles Over Mumty Roofs, Grouted With Cementmortar 1:3 ( 1 Cement : 3 Fine Sand ) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement, Over 12 Mm Layer Of Cement Mortar 1:3 ( 1 Cement : 3 Fine Sand ) And Finished Neat:With Common Burnt Clay F.P.S. ( Non Modular ) Brick Tiles Of Class Designation 10 1820 Plumbing Internal Estimate ( Guest House ) 1821 Sub Head– I Sanitary Installation 1822 Providing And Fixing Water Closet Squatting Pan ( Indian Type W.C. Pan ) With 100 Mm Sand Cast Iron P Or S Trap, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:. 1823 White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests. 1824 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type ) With Seat And Lid, 10 Litre Low Level White Vitreous China Flushing Cistern & C.P. Flush Bend With Fittings & C.I. Brackets, 40 Mm Flush Bend, Overflow Arrangement 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 : 1825 W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 1826 Providing And Fixing Floor Mounted, White Vitreous China Single Piece, Double Traps Syphonic Water Closet Of Approved Brand / Make, Shape, Size And Pattern Including Integrated White Vitreous China Cistern Of Capacity 10 Litres With Dual Flushing System, Including All Fittings And Fixtures With Seat Cover, Cistern Fittings, Nuts, Bolts And Gasket Etc Including Making Connection With The Existing P / S Trap, Complete In All Respect As Per Directions Of Engineer-In-Charge. 1827 Providing And Fixing White Vitreous China Battery Based Infrared Sensor Operated Urinal Of Approx. Size 610 X 390 X 370 Mm Having Pre & Post Flushing With Water ( 250 Ml & 500 Ml Consumption ) , Having Water Inlet From Back Side, Including Fixing To Wall With Suitable Brackets All As Per Manufacturers Specification Anddirection Of Engineer-In-Charge. 1828 Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: 1829 White Vitreous China Wash Basin Size 550X400 Mmwith A Pair Of 15 Mm C.P. Brass Pillar Taps 1830 Providing And Fixingwhite Vitreous China Wash Basin Under Counter Basin, With C.I. Concealed Type Brackets Fixed To Walls With Gi Rag Bolts Or Approved Fasteners Etc., Including 32 Mm Cp Brass Waste Coupling, Includingpainting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required All Complete ( Granite Counter Top Will Be Measured And Paid Separately Under Relevent Item ) : As Per Approved Make And Decision Of Engineer-In-Charge 1831 Providing And Fixing Toilet Paper Holder : 1832 C.P. Brass 1833 Providingandfixingcpbrassauto Closing System Basin Pillartap / Hand Washofjaquar Prs - 001 Or Equivalentasapprovedbyengineer-In Charge 1834 Providingandfixingcpbrasssingle Lever Basin Mixerwithout Popowith 450Mm Long Braided Hose ( Connection Pipe ) Basin Pillartapofjaquar Lyr-38001B Or Equivalentasapprovedbyengineer-In Charge. 1835 Providing And Fixing 32Mm C.P Brass Bottle Trap Of Approved Quality & Make As Per The Direction Of Engineer-In-Incharge. 1836 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. 1837 Providing And Fixing Stainless Steel A Isi 304 ( 18 / 8 ) Kitchen Sink As Per Is : 13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Paintingoffittingsandbrackets, Cuttingandmakinggoodthewalls Wherever Required : 1838 Kitchen Sink With Drain Board 1839 510X1040 Mm Bowl Depth 250Mm 1840 Kitchen Sink Without Drain Board 1841 610X460 Mm Bowl Depth 200 Mm 1842 Providing And Fixing White Vitreous China Laboratory Sink With C.I. Brackets, C.P. Brass Chain With Rubber Plug, 40 Mm C.P Brass Waste And 40Mm C.P. Brass Trap With Necessary C.P. Brass Unions Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Wall Wherever Required : 1843 Size 450X300x150 Mm 1844 Providing And Fixing P.V.C. Waste Pipe For Sinkor Wash Basin Including P.V.C. Waste Fittings Complete. 1845 Flexible Pipe 1846 40 Mm Dia 1847 Providing And Fixing Soil, Waste And Vent Pipes : 1848 100 Mm Dia 1849 Hubless Centrifugally Cast ( Spun ) Iron Pipes Epoxy Coated Inside & Outside Is:15905 1850 Providing And Fixing Bend Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1851 100 Mm 1852 Hubless Centrifugally Cast ( Spun ) Iron Epoxy Coated Inside & Outside I.S. 15905 1853 Providing And Fixing Plain Bend Of Required Degree. 1854 100 Mm 1855 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1856 Providing And Fixing Heel Rest Sanitary Bend 1857 100 Mm Dia 1858 Sand Cast Iron S&S As Per Is - 3989 1859 Providing And Fixing Double Equal Plain Junction Of Required Degree 1860 100X100x100x100 Mm 1861 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1862 Providing And Fixing Single Equal Plain Junction Of Required Degree With Access Door, Insertion Rubber Washer 3 Mm Thick, Bolts And Nuts Complete. 1863 100X100x100 Mm 1864 Sand Cast Iron S&S As Per Is: 3989 1865 Providing And Fixing Single Equal Plain Junction Of Required Degree 1866 100X100x100 Mm 1867 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1868 Providing And Fixing Terminal Guard: 1869 100 Mm 1870 Hubless Centrifugally Cast ( Spun ) Iron Pipe Epoxy Inside & Outsideis: 15905 1871 Providingand Fixing Shielded Coupling For Hubless Centrifugally Cast Iron Pipes 1872 100 Mm 1873 S S 304 Grade Coupling With Epdm Rubber Gasket 1874 Providing And Fixing M.S. Stays And Clamps For Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Pipes Of Diameter : 1875 100 Mm 1876 Painting Sand Cast Iron / Centrifugally Cast ( Spun ) Iron Soil, Waste Vent Pipes And Fittings With Two Coats Of Synthetic Enamel Paint Of Any Colour Such As Chocolate Grey, Or Buff Etc. Over A Coat Of Primer ( Of Approved Quality ) For New Work : 1877 100 Mm Diameter Pipe 1878 Providing And Fixing M.S. Holder-Bat Clamps Of Approved Design To Sand Cast Iron / Cast Iron ( Spun ) Pipe Embedded In And Including Cement Concrete Blocks 10X10x10cm Of 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Cost Of Cutting Holes And Making Good The Walls Etc. : 1879 100 Mm Diameter Pipe 1880 Providing And Fixing G.I. Soil / Waste Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1881 32 Mm Dia. Nominal Bore 1882 40 Mm Dia. Nominal Bore 1883 50 Mm Dia. Nominal Bore 1884 Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 1885 100 Mm Inlet And 100 Mm Outlet 1886 Hubless Centrifugally Cast ( Spun ) Iron Epoxycoated Inside & Outside As Per Is:15905 1887 Cutting Holes Up To 15 X 15 Cm In R.C.C. Floors And Roofs For Passing Drain Pipe Etc. And Repairing The Hole After Insertion Of Drain Pipe Etc. With Cement Concrete 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , Including Finishing Complete So As To Make It Leak Proof. 1888 Providing & Fixing In Position Gi 100X50 Elbowfloor Drainincluding Cost Of Cutting And Making Good The Walls And Floors Whereverrequired. 1889 Providingandfixing125mmdias / S Grating ( Withorwithouthole ) For Floor Or Nahani Trap. 1890 Providing And Fixing Soap Dish Holderfrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1131N & Equivalent 1891 Providing And Fixing Soap Dispenser With Glass Bottlefrom Wall Of Standard Shape Withfittings Of Approved Quality With All Complete. Make Jaquar - Acn-1135N & Equivalent 1892 Providing & Fixing600 Mm Towel Rail Long Stanless Steel From Wall Face With Concealedfittings Arrangement Of Approved Quality With All Complete. Make Jaquar - Can-1111Sm 1893 Providing And Fixing Ptmt Soap Dish Holder Having Length Of 138Mm, Breadth 102Mm, Height Of 75Mm With Concealed Fitting Arrangements, Weighing Not Less Than 106 Gms. 1894 Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour. 1895 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms. 1896 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. 1897 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( I ) Single Socketed Pipes. 1898 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings / Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 1899 Coupler 1900 110 Mm 1901 Single Tee With Door 1902 110X110x110 Mm 1903 Bend 87.5° 1904 110 Mm 1905 Shoe ( Plain ) 1906 110 Mm Shoe 1907 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) And Making Good The Wall Etc. Complete. 1908 110 Mm 1909 Supplying And Fixingofhdpe Pipe ( Pe Grade 63 - Pn-8 ) Confirming To Is 14333-1996Chemical Waste Pipes Jointed With Rubber Ring With Good Quality Lubricantwithfittingsinclussive Of Allnecessaryspecialslike Bends, Tees, Offsets, Junctions Etc Laid Under Floor / Under Ceiling / On Walls With Suitable Clamps And Specialscuring, Necessary Chasing, Jointing And Restoring To Original Conditions, Testing Etc. Including All Other Incidental Chargesetc.Complete For Successful Completion Of Work As Per Specifications, And Asdirected By Engineer -In- Charge. 1910 110 Mm Outer Dia 1911 50 Mm Outer Dia 1912 Providing & Fixing In Position Upvc POr S Trap Of Self Cleaning Design Offollowingsizesfor The Embedded Areasmaking Proper Connection Withchemical Sealent Joint , Cutting Chase / Hole In Floors / Slabs And Bringing The Same In Proper Condition In Cement Concrete 1:2:4 Mix Complete As Required. Including Cost Of Cutting And Making Good The Walls And Floors Wherever Required. 1913 Providing & Fixingwater Cooler Wth Stainless Steel Having Storage Capacity Of 80 Liter & Cooling Capacity 60 Liter / Hour With Reverse Osmosis System & Ultra Voilet Membrane Tds Reduction 90% Having Automatic Back Wash System With Filteration Unit & All Other Required Accessories Complete In All Respect As Per Direction Of The Engineer In Charge . 1914 Sub Head– Ii Water Supply 1915 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 1916 Internal Work – Exposed On Wall. 1917 20 Mm Nominal Outer Dia Pipes 1918 25 Mm Nominal Outer Dia Pipes 1919 32 Mm Nominal Outer Dia Pipes 1920 40 Mm Nominal Outer Dia Pipes 1921 50 Mm Nominal Outer Dia Pipes 1922 65 Mm Nominal Outer Dia Pipes 1923 80 Mm Nominal Outer Dia Pipes 1924 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, I / C Fixing The Pipe With Clamps At 1.00 M Spacing.This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And The Cost Of Cutting Chases And Making Good The Same Including Testing Of Joints Complete As Per Direction Of Engineer In Charge. 1925 Concealed Including Cutting Chases And Making Good The Wall Etc. 1926 15 Mm Nominal Outer Dia Pipes 1927 20 Mm Nominal Outer Dia Pipes 1928 25 Mm Nominal Outer Dia Pipes 1929 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 1930 20 Mm Dia. Nominal Bore 1931 25 Mm Dia. Nominal Bore 1932 32 Mm Dia. Nominal Bore 1933 40 Mm Dia. Nominal Bore 1934 50 Mm Dia. Nominal Bore 1935 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 1936 25 Mm Nominal Bore 1937 Providing And Fixing Hand Held Ablution Fitting ( Health Faucet ) With 1.2 Meter Long Flexible Tube And Wall Hook, All Complete Approved Engineer-In-Charge 1938 Supply And Fixing Of 15Mm Cp Brass 2 -Way Bib Cock With Wall Flange And Suitable Length Cp Brass Extension Pipe All Of Approved Engineer-In-Charge 1939 Providing And Placing On Terrace ( At All Floor Levels ) Polyethylene Water Storage Tank, Is : 12701 Marked, 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 1940 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 1941 15 Mm Nominal Bore 1942 Providing And Fixing C.P. Brass Stop Cock ( Concealed ) Of Standard Design And Of Approved Make Conforming To Is:8931. 1943 15 Mm Nominal Bore 1944 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931 1945 15Mm Nominal Bore 1946 Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 1947 45 Cm Length 1948 15 Mm Nominal Bore 1949 Providing And Fixing C.P. Brass Shower Rose With 15 Or 20 Mm Inlet : 1950 150 Mm Diameter 1951 Providing And Fixing Cp Brass Single Lever Telephonic Wall Mixer Of Quality & Make As Approved By Engineer In Charge. 1952 ( A ) 15 Mm Nominal Dia 1953 Providing , Fixing, Testing And Commissioning Of Cp Brass 150 Mmx 150 Mmshower Head With Wall Flange With All Accessories As Required Andmaking Good The Walls Wherever Required. ( Make-Jaquar -Model No- Ohs-35495 Or Equivalent. ) 1954 Supply , Erection , Testing & Commissioning Of Automatic Water Level Control Panel & Related Accessories For Pumping Automation With Consisting Of Automatic Water Level Controller , Level Sensor Withstainless Steel Probe, Motorized Butterfly Valve, Motorized Valve Controller With Complete In All Respect. 1955 Upto 50 Mm Dia. Nominal Bore 1956 Electrical Worksguest House 1957 Sub Head - I: Circuit Cum Point Wiring 1958 Switch Control Light Points 1959 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. 1960 Group C 1961 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Without Independent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Pvc Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1962 Group C 1963 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 1964 Group C 1965 Wiring For Group Controlled ( Looped ) Light Point / Fan Point / Exhaust Fan Point / Call Bell Point ( Withoutindependent Switch Etc. ) With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. ( Switch Control Secondary Points ) 1966 Group C 1967 Mcb Control Light Points 1968 Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. ( Switch Control Primary Points ) 1969 Primary Point Controlled By One Mcb. 1970 Same As Item Above But Secondary Point. I.E. Points To Be Looped With Primary Pointwith 2.5 Sqmm Wire And Point Wiring 1971 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 1972 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required. 1973 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 1974 2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 1975 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 1976 2 X 10 Sq. Mm + 1 X 10 Sq.Mm Earth Wire 1977 4 X 10 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1978 4 X 16 Sq. Mm + 2 X 6 Sq. Mm Earth Wire 1979 Supplying And Fixingsuitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing3 Pin 5 / 6 Amp Modular Socket Outlet And 5 / 6 A Modular Switch, Connection Etc. As Required. 1980 Supply And Wiringfor 250 Volts Singlephase And Neutral 2 Nos 6 Amps Socket Outlate With Control By 1 No Switched With 2.5 Sq.Mm Pvcinsulatedcopper Conductor1100 Volts Grade Stranded Flexible Frls Wires Inconcealed Or Surface Mounted 25 Mm Dia 2Mm Thickpvc Conduit Including Providing And Fixing Of 6 Amps 3 Pin Switch Socket Outlet Of Aprpoved Make And Design In 2 Mm Thick Gi Box With Grid Plate And Earthingofthird Pin Of The Socket With2.5Sq. Mm Pvc Insulated Copper Conductor Strandedflexiblefrlswire. ( Maximum Four No. Of Switches Socket Shall Be Connected On Onecircuit ) 1981 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 6 Pin 5 / 6 & 15 / 16 A Modular Socket Outlet And 15 / 16 A Modular Switch, Connections Etc. As Required. 1982 Supplying And Fixing 63 A, 415 V, Tpn Industrial Type Socketoutlet, With 4 Pole And Earth, Metal Enclosed Plug Topalongwith 63 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1983 Supplying And Fixing 80 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 80 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Outlet And Complete With Connections, Testing And Commissioning Etc. As Required. 1984 Supplying And Fixing 3 Pin, 5 A Ceiling Rose On The Existing Junction Box / Wooden Block Including Connections Etc. As Required. 1985 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess I / C Providing And Fixing 25 Amp Modular Socket Outlet And 25 Amps Modular Sp Mcb, “C” Curve Including Connection, Painting Etc. As Required. ( AcS & Gysers ) 1986 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 1987 Telephone Socket Outlet 1988 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1989 1 Or 2 Module ( 75Mmx75mm ) 1990 6 Module ( 78Mm X 205 Mm X 50 Mm ) 1991 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required. 1992 3 Pin , 5 / 6 Amps Socket Outlet 1993 5 / 6 Amps Switch 1994 Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface / Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 1995 25 Mm 1996 32 Mm 1997 Subhead -Ii - Fittings & Fixtures 1998 Supply, Installation, Testing And Commissioning Of 10 W Bulk Head Light. 1999 Supply, Installation, Testing And Commissioning Of 5W Mirror Light. 2000 Supply, Installation, Testing And Commissioning Of 18W Surface / Recessed Mounted Led Circular Downlighter. 2001 Supply, Installation, Testing And Commissioning Of 18 / 20W Wall / Surface Mouted 4 Ft. Led 2002 Supply, Installation, Testing And Commissioning Of 15Wsurface Mountedled Square Downlighter. 2003 Supply, Installation, Testing And Commissioning Of150 W Chandelier 2004 Supply, Installation, Testing And Commissioning Of 12 / 9Wrecessed Mountedled Circular Downlighter. 2005 Supply, Installation, Testing And Commissioning Of9w ( Nominal ) Wall Bracket Light 2006 Supply, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee 5 Star Rated, Ceiling Fan With Brush Less Direct Current ( Bldc ) Motor, Class Of Insulation: B, 3 Nos. Blades, 30 Cm Long Down Rod, 2Nos. Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value ( Cm / M / W ) Minimum 6.00, Air Delivery Minimum 210 Cum / Min , 350 Rpm ( Tolerance As Per Is : 374-2019 ) , Thd Less Than 10%, Remote Or Electronic Regulator Unit For Speed Control And All Remaining Accessories Including Safety Pin, Nut Bolts, Washers, Temperature Rise=75 Degree C ( Max. ) , Insulation Resistance More Than 2 Mega Ohm, Suitable For 230 V, 50 Hz, Single Phase Ac Supply, Earthing Etc. Complete As Required. 2007 Supplyinstallation, Testing And Commissioning Of 250 Mm Dia Domestic Exhaust Fan 2008 Subhead - Iii - Distribution Boards 2009 Supplying And Fixing Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 V, On Surface / Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 2010 6 Way, Double Door 2011 8 Way, Double Door 2012 12 Way, Double Door 2013 Supplying And Fixing Following Way, Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 Volts, On Surface / Recess Complete With Tinned Copper Busbar, Neutral Busbar, Earth Bar, Din Bar, Detachable Gland Plate, Interconnections, Phosphatized And Powder Painted Including Earthing Etc. As Required. ( But Without Mcb / Rccb / Isolator ) 2014 4 Way ( 4 + 12 ) , Double Door 2015 6 Way ( 4 + 18 ) , Double Door 2016 8 Way ( 4 + 24 ) , Double Door 2017 Supplyingand Fixingoffollowingwayssurface / Recessmounting, Vertical Type, 415 V, Tpn Mcb Distribution Board Of Sheet Steel, Dust Protected, Duly Powder Painted, Inclusive Of 200 A Tinned Copper Bus Bar, Common Neutral Link, Earth Bar, Din Bar For Mounting Mcbs ( But Without Mcbs And Incomer ) As Required . ( Note :Vertical Type Mcb Tpdb Is Normally Used Where 3 Phase Outlets Are Required. ) 2018 12 Way ( 4 + 36 ) , Double Door 2019 Supplying And Fixing 5 A To 32 A Rating, 240 / 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 2020 Single Pole 2021 Single Pole Neutral 2022 Supplying And Fixing Following Rating, Double Pole, 240 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 2023 40 A 2024 63 A 2025 Supplying And Fixing Following Rating, Four Pole, 415 V, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 2026 25 A 2027 40 A 2028 63 A 2029 Supplying And Fixing Following Rating, Double Pole, ( Single Phaseand Neutral ) , 240 V, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 2030 25 A 2031 40 A 2032 63 A 2033 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 2034 Sub Head-Iv , Lightning Conductor 2035 Lightning Conductor 2036 Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. 2037 Fixing Of Lightning Conductor Finial ( Single Prong ) With Base Plate Including Holes Etc. Complete As Required. 2038 Jointing Copper / G.I. Tape ( With Another Copper / G I Tape, Base Of The Finial Or Any Other Metallic Object ) By Riveting / Nut Bolting / Sweating And Soldering Etc As Required. 2039 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Horizontal Run ) 2040 Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 2041 Fixing Of Copper / G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. ( For Vertical Run ) 2042 Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required. 2043 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. Details Of Cost For One Set 2044 Providing And Fixing 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Re-Filling Etc. As Required. 2045 Cutting & Filling 2046 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 Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. 2047 Ordinary Rock 2048 Footpath 2.00 Mt. Wide 2049 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 Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge 2050 All Kinds Of Soil 2051 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering. All Work Upto Plinth Level. 2052 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 10 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources ) 2053 Providing And Laying 60Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved S;Ze, Design & Shape, Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 2054 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Ncluding Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm ) , Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge ( Length Of Finished Kerb Edging Shall Be Measured For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge ) . 2055 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : 2056 Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture 2057 Supplying And Stacking At Site. 2058 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Ofoundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 2059 Deduct Pcc 2060 Kurb Stone 2061 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 2062 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 2063 Bituminus Road For 3.5 Mtr Wide & 10.0 Mtr Long Road 2064 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 Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-Incharge. 2065 All Kinds Of Soil 2066 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering. All Work Upto Plinth Level. 2067 1:5:10 ( 1 Cement : 5 Course Bound: 10 Graded Stone Aggregate 40Mm Nominal Size ) 2068 Preparation And Consolidation Of Sub Grade With Power Road Roller Of 8 To 12 Tonne Capacity After Excavating Earth To An Average Of 22.5 Cm Depth, Dressing To Camber And Consolidating With Road Roller Including Making Good The Undulations Etc. And Re-Rolling The Sub Grade And Disposal Of Surplus Earthwith Lead Upto 50 Metres. 2069 Supplying And Stacking At Site.90 Mm To 45 Mm Size Stone Aggregate 2070 Supplying And Stacking At Site63 Mm To 45 Mm Size Stone Aggregate 2071 Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Pecifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Densi 2072 Sub Base With Stone Aggregate 90 Mm To 45 Mm Including Stone Screening 13.2 Mm Size. 2073 Laying, Spreading And Compacting Stone Aggregate Of Specified Sizes To Wbm Pecifications In Uniform Thickness, Hand Picking, Rolling With 3 Wheeled Road / Vibratory Roller 8-10 Tonne Capacity In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fill Up Interstices Of Coarse Aggregate, Watering And Compacting To The Required Densi 2074 Base Course With 63 Mm To 45 Mm Size Including Stone Screening 13.2 Mm Size 2075 Supplying And Stacking At Sitestone Screening 13.2 Mm Nominal Size ( Type A ) 2076 Supplying And Stacking At Sitestone Screening 11.2 Mm Nominal Size ( Type B ) 2077 Supplying And Stacking At Sitered Bajri 2078 Supplying And Stacking At Sitemoorum 2079 2.5 Cm Premix Carpet Surfacing With 2.25 Cum And 1.12 Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively Per 100 Sqm And 52 Kg And 56 Kg Of Hot Bitumen Per Cum Of Stone Chippings Of 13.2 Mm And 11.2 Mm Size Respectively, Including A Tack Coat With Hot Straight Run Bitumen, Including Consolidation With Road Roller Of 6 To 9 Tonne Capacity Etc. Complete ( Tack Coat To Be Paid For Separately ) .With Paving Asphalt Grade Vg - 10 Heated And Then Mixed With Solvent At The Rate Of 70 Grams Per Kg Of Asphalt 2080 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement Concrete In Position To The Required Line, Level And Curvature, Jointed With Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) , Ncluding Making Joints With Or Without Grooves ( Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm ) , Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In-Charge ( Length Of Finished Kerb Edging Shall Be Measured For Payment ) . ( Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge ) . 2081 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade : 2082 Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture 2083 Providing And Applying Tack Coat Using Hot Straight Run Bitumen Of Grade Vg - 10, Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler, Cleaning And Preparing The Existing Road Surface As Per Specifications :On W.B.M. @ 0.75 Kg / Sqm 2084 Providing And Laying Seal Coat Of Premixed Fine Aggregate ( Passing 2.36 Mm And Retained On 180 Micron Sieve ) With Bitumen Using 128 Kg Of Bitumen Of Grade Vg - 10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface, Including Rolling And Finishing With Road Roller All Complete 2085 Excavating, Supplying And Filling Of Local Earth ( Including Royalty ) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. 2086 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Havingthermal Stability For Hot & Cold Water Supply Including All Cpvc Plain &Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With Onestep Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Completeas Per Direction Of Engineer In Charge. 2087 External Work 2088 20 Mm Dia Nominal Bore 2089 25 Mm Dia Nominal Bore 2090 32 Mm Dia Nominal Bore 2091 40 Mm Dia Nominal Bore 2092 50 Mm Dia Nominal Bore 2093 65 Mm Dia Nominal Bore 2094 80 Mm Dia Nominal Bore 2095 Providing And Fixing C.I. Double Acting Air Valve Of Approved Quality With Bolts, Nuts, Rubber Insertions Etc. Complete ( The Tail Pieces, Tapers Etc If Required Will Be Paid Separately ) : 2096 50 Mm Dia 2097 80 Mm Dia 2098 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 2099 20 Mm Nominal Bore 2100 25 Mm Nominal Bore 2101 32 Mm Nominal Bore 2102 40 Mm Nominal Bore 2103 50 Mm Nominal Bore 2104 65 Mm Nominal Bore 2105 80 Mm Nominal Bore 2106 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 2107 Providing And Fixing G.I. Union In Gi Pipe Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete ( New Work ) 2108 25 Mm Nominal Bore 2109 32 Mm Nominal Bore 2110 40 Mm Nominal Bore 2111 50 Mm Nominal Bore 2112 65 Mm Nominal Bore 2113 80 Mm Nominal Bore 2114 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality 2115 Ld- 2.5 2116 Rectangular Shape 600*450 Mm Internal Dimensions 2117 Constructing Masonry Gate Valve Chamber 30X30x50 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement :4 Coarse Sand ) For Stop Cock, With C. I. Surface Box 100X100 X75 Mm ( Inside ) With Hinged Cover Fixed In Cement Concrete Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : 2118 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 2119 Constructing Masonry Chamber 60X45x50 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Water Meter Complete With C.I. Double Flap Surface Box 400X200x200 Mm ( Inside ) With Locking Arrangement And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) , I / C Necessary Excavation, Foundation Concrete 1:5:10 ( 1 Cement : 5 Fine Sand:10 Graded Stone Aggregate 40 Mm Nominal Size ) And Inside Plastering With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 12 Mm Thick, Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : 2120 With Common Burnt Clay F.P.S. ( Non Module ) Brick Of Class Designation 7.5 2121 Take 1.00 Mtr Length 2122 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 Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. 2123 All Kinds Of Soil 2124 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 2125 Qty. = 25% Of Them No 1 2126 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shttering - All Work Up To Plinth Level 2127 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) . 2128 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 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 2129 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 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources ) 2130 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 2131 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 2132 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In : 2133 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 2134 12 Mm Cement Plaster Finished With A Floating Coat Of Neat Cement Of Mix : 2135 1:4 ( 1 Cement: 4 Fine Sand ) 2136 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. And Disposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 2137 All Kinds Of Soil 2138 Pipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm 2139 Providing And Laying Non-Pressure Np2 Class ( Light Duty ) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : 2140 450 Mm Dia. R.C.C. Pipe 2141 Providingandlayingcementconcrete 1 : 5 : 10 ( 1 Cement : 5 Coarse Sand : 10 Gradded Stoneaggregate40 Mm Nominal Size ) Alround S.W. Pipesincludingbed Concrete As Per Standard Design. 2142 450 Mm Diameter S.W.Pipe 2143 Excavating Trenches Of Required Width For Pipes, Cables, Etc Including Excavation For Sockets, And Dressing Of Sides, Ramming Of Bottoms, Depth Upto 1.5 M, Including Getting Out The Excavated Soil, And Then Returning The Soil As Required, In Layers Not Exceeding 20 Cm In Depth, Including Consolidating Each Deposited Layer By Ramming, Watering, Etc. Anddisposing Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M : 2144 All Kinds Of Soil 2145 Pipes, Cables Etc. Exceeding 80 Mm Dia But Not Exceeding 300 Mm Dia 2146 Providing And Laying Non-Pressure Np2 Class ( Light Duty ) R.C.C. Pipes With Collars Jointed With Stiff Mixture Of Cement Mortar In The Proportion Of 1:2 ( 1 Cement : 2 Fine Sand ) Including Testing Of Joints Etc. Complete : 2147 150 Mm Dia. R.C.C. Pipe 2148 250 Mm Diameter S.W. Pipe 2149 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shttering - All Work Up To Plinth Level 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) . 2150 150 Mm Diameter S.W.Pipe ( 282.46*0.35*0.10=9.89 ) 2151 250 Mm Diameter S.W. Pipe ( L*0.45*0.10=0.40 ) 2152 Constructing Brick Masonry Manholein Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) With Rcc Top Slab With 1 : 2 : 4 Mix ( 1 Cement : 2 Coarse Sand : 4Gradestone Aggregate 20Mm Nominal Size ) ; Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand : 8 Gradedstoneaggregate40 Mm Nominalsize ) Insideplastering 12 Mm Thickwith Cementmortar 1:3 ( 1Cement 3 Coarse Sand ) Finished With A Floating Coat Of Neat Cement And Makingchannels Incementconcrete 1:2:4 ( 1Cement : 2 Coarse Sand: 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finishd With A Floating Coat Ofneatcement Completeasper Standard Design 2153 Inside Size 90 X 80 Cm & 45 Cmdeep Including Ci Cover With Frame ( Light Duty ) 455 X 610Mm Internal Dimensions, Total Weight Of Cover & Frame To Be Not Lessthan 38 Kg ( Weight Of Cover 23 Kg And Weight Of Frame 15 Kg ) 2154 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Classic Designation 7.5 2155 Extra For Depth For Manholes: 2156 Size 90 X 80 Cm 2157 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 2158 Constructing Brick Masonry Circular Type Manhole 0.91 M Internal Dia At Bottom And 0.56M Dia At Top With Fps Bricksclass Designation 75In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Inside Cement Plaster 12Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With A Floating Coat Of Of Neat Cement, Foundation Concrete 1:3:6 Mix ( 1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 40Mm Nominal Size ) And Making Necessary Channel In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design. 2159 0.91M Deep With Sfrc Cover And Frame ( Heavy Duty Hd-20 Grade Designation ) 560Mm Internal Diameter Conforming To I.S:12592, Total Weight Of Cover And Frame To Be Not Less Than 182Kg. Fixed In Cement Concrete 1:2:4 Mix ( 1Cement: 2 Coarse Sand: 4 Graded Stone Aggregate 20Mm Nominal Size ) Including Centering, Shuttering All Complete. ( Excavation Foot Rests And 12Mm Thick Cement Plaster At The External Surface Shall Be Paid For Separately ) 2160 With Common Burnt Clay F.P.S. ( Non Module ) Brick Of Class Designation 7.5 2161 Extra Depth For Circuler Type Manholes 0.91 M Internal Dia ( At Bottom ) Beyond 0.91M To 1.67 M . 2162 With Common Burnt Clay F.P.S. ( Non Module ) Brick Of Class Designation 7.5 2163 Providing And Fixing Square Mouths. W. Gully Trapclass Sp-1 Complete With C.I. Gratingbrickmasonry Chamber With Water Tight Ci Cover With Frame Of 300 X 300 Mm Size ( Inside ) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design 2164 180 X 150 Mm. Size P Type 2165 With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 2166 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20x10 Cm Cement Concrete Blocks 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) As Per Standard Design : 2167 With 20 Mm Dia Round Bar 2168 Size Of Tank = 5.70 X 2.10 X 1.70 Mtr Septic Tank ( 100 UserS ) 2169 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. 2170 All Kinds Soil 2171 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. 2172 Earth Work In Excavation 1.50-3.00 Mtr 2173 All Kinds Soil 2174 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 2175 20 % Of Excavation Of Items ( 1.A.1+2.A.1 ) 2176 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 2177 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) . 2178 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge.“ ( Note :- Cement Content Considered In This Item Is @ 330 Kg / Cum.“Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately ) . 2179 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 2180 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 2181 Pcc 2182 Raft 2183 Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 2184 Wall 2185 Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 2186 Rcc Bend Beam 2187 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 2188 Slab 2189 Edges Of Slabs And Breaks In Floors And Walls. 2190 Under 20 Cm Wide 2191 Side 2192 Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete. 2193 Thermo-Mechanically Treated Bars. 2194 Up To Plinth 2195 Qty Same As Item No 5 2196 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete.40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 2197 For Maintaining Slope 2198 6 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 2199 1:3 ( 1 Cement: 3 Fine Sand ) 2200 Outer Side 2201 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality 2202 Hd-20 2203 Circular Shape 560 Mm Internal Diameter 2204 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910 On 12Mm Dia Steel Bar Conforming To Is : 1786 Having Minimum Cross Section As 23 Mmx25mm And Over All Minimum Length 263 Mm And Width As 165Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 2205 Providing And Fixing Soil, Waste And Vent Pipes 2206 100 Mm Dia. 2207 Centrifugally Cast ( Spun ) Iron Socketed Pipe As Per Is: 3989. 2208 Inlet + Outlet 2209 Vent Pipe 2210 Providing And Fixing Terminal Guard : 2211 100 Mm 2212 Sand Cast Iron S&S As Per Is - 3989 2213 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks Of Class Designation 75 And S.W. Drain Pipe 100 Mm Diameter, 1.8M Long Complete As Per Standard Design.With F.P.S. Bricks 2214 Size Of Tank = 5.00 X 2.00 X 1.24 Mtrseptic Tank ( 50 UserS ) 2215 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. 2216 All Kinds Soil 2217 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. 2218 Earth Work In Excavation 1.50-3.00 Mtr 2219 All Kinds Soil 2220 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 2221 20 % Of Excavation Of Items ( 1.A.1+2.A.1 ) 2222 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 2223 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) . 2224 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge.“ ( Note :- Cement Content Considered In This Item Is @ 330 Kg / Cum.“Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately ) . 2225 Upto Plinth Level 2226 Raft 2227 Slab 2228 Rcc Bend Beam 2229 Rccwall 2230 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 2231 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 2232 Pcc 2233 Raft 2234 Slab Beam 2235 Walls ( Any Thickness ) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. 2236 Wall 2237 Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 2238 Rcc Bend Beam 2239 Suspended Floors, Roofs, Landings, Balconies And Access Platform. 2240 Slab 2241 Edges Of Slabs And Breaks In Floors And Walls. 2242 Under 20 Cm Wide 2243 Side 2244 Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete. 2245 Thermo-Mechanically Treated Bars. 2246 Up To Plinth 2247 Qty Same As Item No 5 2248 1:3 ( 1 Cement: 3 Fine Sand ) 2249 For Maintaining Slope 2250 6 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 2251 1:3 ( 1 Cement: 3 Fine Sand ) 2252 Outer Side 2253 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality 2254 Hd-20 2255 Circular Shape 560 Mm Internal Diameter 2256 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910 On 12Mm Dia Steel Bar Conforming To Is : 1786 Having Minimum Cross Section As 23 Mmx25mm And Over All Minimum Length 263 Mm And Width As 165Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 2257 Providing And Fixing Soil, Waste And Vent Pipes 2258 100 Mm Dia. 2259 Centrifugally Cast ( Spun ) Iron Socketed Pipe As Per Is: 3989. 2260 Inlet + Outlet 2261 Vent Pipe 2262 Providing And Fixing Terminal Guard : 2263 100 Mm 2264 Sand Cast Iron S&S As Per Is - 3989 2265 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks Of Class Designation 75 And S.W. Drain Pipe 100 Mm Diameter, 1.8M Long Complete As Per Standard Design.With F.P.S. Bricks 2266 Size Of Tank = 2.30 X 1.10 X 1.80 Mtrseptic Tank ( 20 UserS ) 2267 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. 2268 All Kinds Soil 2269 Take 100 % Qty Of Items 1.A 2270 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M. 2271 Earth Work In Excavation 1.50-3.00 Mtr 2272 All Kinds Soil 2273 Take 100 % Qty Of Items 2.A 2274 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Up To 1.5 M. 2275 20 % Of Excavation Of Items ( 1.A.1+2.A.1 ) 2276 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 2277 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) . 2278 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge.“ ( Note :- Cement Content Considered In This Item Is @ 330 Kg / Cum.“Excess / Less Cement Used As Per Design Mix Is Payable / Recoverable Separately ) . 2279 Upto Plinth Level 2280 Raft 2281 Slab 2282 Rccwall 2283 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: 2284 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete. 2285 Pcc 2286 Raft 2287 Wall 2288 Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers. 2289 Slab 2290 Edges Of Slabs And Breaks In Floors And Walls. 2291 Under 20 Cm Wide 2292 Side 2293 Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete. 2294 Thermo-Mechanically Treated Bars. 2295 Up To Plinth 2296 Qty Same As Item No 5 2297 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement, Including Cement Slurry, But Excluding The Cost Of Nosing Of Steps Etc. Complete. 2298 40 Mm Thick With 20 Mm Nominal Size Stone Aggregate 2299 6 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Of Mix: 2300 1:3 ( 1 Cement: 3Fine Sand ) 2301 Outer Side 2302 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality 2303 Hd-20 2304 Circular Shape 560 Mm Internal Diameter 2305 Providing Orange Colour Safety Foot Rest Of Minimum 6 Mm Thick Plastic Encapsulated As Per Is : 10910 On 12Mm Dia Steel Bar Conforming To Is : 1786 Having Minimum Cross Section As 23 Mmx25mm And Over All Minimum Length 263 Mm And Width As 165Mm With Minimum 112 Mm Space Between Protruded Legs Having 2 Mm Tread On Top Surface By Ribbing Or Chequering Besides Necessary And Adequate Anchoring Projections On Tail Length On 138 Mm As Per Standard Drawing And Suitable To With Stand The Bend Test And Chemical Resistance Test As Per Specifications And Having Manufacture’S Permanent Identification Mark To Be Visible Even After Fixing, Including Fixing In Manholes With 30X20x15 Cm Cement Concrete Block 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) Complete As Per Design. 2306 Providing And Fixing Soil, Waste And Vent Pipes 2307 100 Mm Dia. 2308 Centrifugally Cast ( Spun ) Iron Socketed Pipe As Per Is: 3989. 2309 Inlet + Outlet 2310 Vent Pipe 2311 Providing And Fixing Terminal Guard : 2312 100 Mm 2313 Sand Cast Iron S&S As Per Is - 3989 2314 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks Of Class Designation 75 And S.W. Drain Pipe 100 Mm Diameter, 1.8M Long Complete As Per Standard Design.With F.P.S. Bricks 2315 Stone Steps ( Staircase -1 ) 2316 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 ( 1 Cement : 6Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size ) At Plinth Level With: Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 2317 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 2318 1:5:10 ( 1 Cement : 5 Coarse Sand : 10 Graded Stone Aggregate 40 Mm Nominal Size ) . 2319 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) . 2320 On Top 2321 Rr Masonary Retaining Wall ( 0.50 Mtr High ) 2322 Rr Masonary Retaining Wall ( 1.20 Mtr High ) 2323 Rr Masonary Retaining Wall ( 2.00 Mtr High ) 2324 Rr Masonary Retaining Wall ( 3.00 Mtr High ) 2325 2.0 Mtr Ht Rr Masonary Retainingwall 2326 Excavation Work By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5M In Width Or 10 Sqm On Plan ) , Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soils As Directed, Within A Lead Of 50 M.Upto 1.5M Depth 2327 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level 2328 1:5:10 ( 1 Cement : 5 Coarse Sand ( Zone-Iii ) : 10 Graded Stone Aggregate 40 Mm Nominal Size ) 2329 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50 M And Lift Upto 1.5 M. 2330 Qty 20% Item No -1 2331 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 ( 1 Cement : 6Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size ) At Plinth Level With: 2332 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 2333 Steel Work Welded In Built Up Sections / Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer Using Structural Steel Etc. As Required. 2334 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade :Two Or More Coats On New Work Over An Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand Andmanufacture 2335 Providing And Fixing On Wall Face Plasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, ( 110 Mm Diameter ) 2336 Pointing On Stone Work With Cement Mortar 1:3 ( 1 Cement : 3 Finesand ) : 2337 Raised And Cut Pointing 2338 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 2339 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) : 4 Graded Stone Aggregate 20 Mm Nominal Size ) . 2340 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For All Heights : 2341 Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete 2342 Edges Of Slabs And Breaks In Floors And Walls 2343 Under 20 Cm Wide 2344 Subhead - I - Main Boards 2345 Design, Fabrication, Assembly, Wiring And Supply Of Front Operated Dead Front Cubicle Type Compartmentalised As Per Form 3B, Rear Access Free Standing, Dust And Vermin Proof ( Ip 42 Ingress Protection ) Main Switchboards Suitable For Use At 415 Volts, 3 Phase 4 Wire 50 Hertz System Suitable For A Symmetrical Fault Level Of 50 Ka At 415 Volts, Fabricated From 2 Mm Thick Crca Ms Sheets With Hinged, Gasketted ( Metal Based Neoprene ) And Lockable Doors Having Structural Reinforcement With Suitable Angle / Channel / T / Flat Sections Including 3 Mm Thick Gland Plates On Top And Bottom And Including Lifting Hooks And Including Gi Earth Strip Of Required Size With 2 Nos Earthing Terminals And Including Powder Coated Paint Finish Of Approved Shade Over Metal Surface Cleaned And Treated With Seven Tank Process Complete With Interconnections Etc As Per Specifications, As Required And As Below. 2346 ( Note:The Contractor May Select The Next Higher Fault Rating Of Mccb If It Is Not Readily Available , Without Any Extra Cost , As The Figure Indicated Within The Bracket Are Required Maxmum Fault Level Of The Panel. ) 2347 Feeder Pillar 2348 Design, Manufacturing, Supplying, Fixing In Position, Testing And Commissioning Of The Following Front Operated Front Access 2Mm Thick Crca Steel Enclosure Free Standing, Water, Dust And Vermin Proof Outdoor Type Feeder Pillars With Ip-55 Protection Hinged And Lockable Doors Complete With Interconnections Copper Crimping Lugs, Brass Glands Bonding To Earth And Painting, Suitable For Use At 415 Volts, 3 Phase 4 Wire 50 Hz System . The Panels Fault Withstanding Capacity Shall Be Of 25 Mva At 415 Volts. All Live Accessories Part Shall Be Shrouded And All Equipment Shall Be Finger Touch Proof. The Bus Bars Shall Be Of Colure Coded With Heat Shrinkable Pvc Insulated Sleeves. 2349 Feeder Pillar-3:Fortype-2 &Type-3 2350 Incomer 2351 1 No. 160A, 415V, Ics=25Ka, 4P Mccb With Thermal Magnetic Trip Unit. 2352 1 No. Digital Multifunction Meter ( V+A+Hz ) With A Set Of Cast Resin Cts 160 / 5A. 2353 1 Set Of Phase Indicating Lamp With Mcb 2354 Bus Bars-I : 2355 200A Tpn Bus Bars Of Aluminium Alloy. 2356 For Emergency Supply 2357 1 No. 63A, 415V, Ics=25Ka, 4P Mccb With Thermal Magnetic Trip Unit. 2358 1 Set Of On Indicating Lamp With Mcb 2359 Bus Bars-Ii : 2360 100A Tpn Bus Bars Of Aluminium Alloy. 2361 Out Going Bus-I : 2362 8 Nos. 63A 415V, 4P Mccb Of 15Ka . 2363 1 No. Mcb Space. 2364 Out Going Bus-Ii : 2365 5 Nos. 63A 415V, 4P Mcb Of 10Ka . 2366 1 No. 40A 415V, 4P Mcb Of 10Ka With 40A 4P Contactor & Timer Switch . 2367 2 Nos. 25A 415V, 4P Mcb Of 10Ka . 2368 1 No. Mcb Space. 2369 Feeder Pillar -2 For Vice Principal Residence, Girls Dorm, Boys Dorm. & Guest House. 2370 Incomer 2371 1 No. 100A, 415V, Ics=25Ka, 4P Mccb With Thermal Magnetic Trip Unit. 2372 1 No. Digital Multifunction Meter ( V+A+Hz ) With A Set Of Cast Resin Cts 100 / 5A. 2373 1 Set Of Phase Indicating Lamp With Mcb 2374 Bus Bars-I : 2375 125A Tpn Bus Bars Of Aluminium Alloy. 2376 For Emergency Supply 2377 1 No. 63A, 415V, Ics=25Ka, 4P Mccb With Thermal Magnetic Trip Unit. 2378 1 Set Of On Indicating Lamp With Mcb 2379 Bus Bars-Ii : 2380 100A Tpn Bus Bars Of Aluminium Alloy. 2381 Out Going Bus-I : 2382 4 Nos. 63A 415V, 4P Mccb Of 15Ka . 2383 1 No. Mcb Space. 2384 Out Going Bus-Ii : 2385 2 Nos. 63A 415V, 4P Mcb Of 10Ka . 2386 1 No. 40A 415V, 4P Mcb Of 10Ka With 40A 4P Contactor & Timer Switch . 2387 2 Nos. 25A 415V, 4P Mcb Of 10Ka . 2388 1 No. Mcb Space. 2389 1 No. Mcb Space. 2390 Meter Boards 2391 Supply, Installation, Testing And Commissioning Of M.V. Cubical Type Totally Enclosed Dust, Dump And Vermin Proof Meter Bords Complete With Bus Bars, Mv Danger Notice Plate, On Surface Isi Marked Electronic Kwh Meter, Indication Lamps, CtS, Interconnection With Suitable Capacity Aluminium Strips / Rods, Door Covers, Seperate Compartment For Each Meter, Glass Inspection Window, Connection Of Incoming And Outgoing Cables With Thimbles, Powder Coated Having Following Incoming And Outgoingmcbs Mccbs And Kwh Meters Complete As Required. 2392 Meter Boards - Type-Iii ( G+2 ) 2393 1 No. 125A, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 2394 Bus Bars: 2395 200A Tpn Bus Bars Of Aluminium Alloy. 2396 Out Going: 2397 6 Nos. 40A Tpn Mcb Of 10Ka With Electronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 2398 6 No. 40A Dp Mcb Of 10Ka. 2399 Meter Boards -Dormitory Boys & Girls 2400 1 No. 100A, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 2401 Bus Bars: 2402 150A Tpn Bus Bars Of Aluminium Alloy. 2403 Out Going: 2404 2 Nos. 40A Dp Mcb Of 10Ka With Space For Electronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 2405 7 Nos. 40A Dp Mcb Of 10Ka. 2406 Meter Boards - Type -Ii ( G+3 ) 2407 1 No. 125A, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 2408 Bus Bars: 2409 200A Tpn Bus Bars Of Aluminium Alloy. 2410 Out Going: 2411 7 Nos. 40A Dp Mcb Of 10Ka Withelectronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 2412 7 No. 40A Dp Mcb Of 10Ka. 2413 Meter Boards - Vice Principal Residence 2414 1 No. 63A, 415V, Ics= 16Ka, 4P Mccb With O / C, S / C Protection & On Indication Lamp. 2415 Bus Bars: 2416 125A Tpn Bus Bars Of Aluminium Alloy. 2417 Out Going: 2418 1 Nos. 40A Dp Mcb Of 10Ka With Electronic Direct Kwh Energy Meter Complete With All Necessary Wiring As Per The Meter Vendor Requirement. 2419 1 No. 40A Dp Mcb Of 10Ka. 2420 Subhead - Ii - Earthing 2421 Earthing With G.I. Earth Pipe 4.5 Metre Long, 40 Mm Dia Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Etc. With Charcoal / Coke And Salt As Required. 2422 Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonary Enclosure With Cover Plate Having Locking Arrangement And Watering Watering Pipe 2.7 Metre Long Etc. With Charcoal / Coke And Salt As Required. 2423 Earthing With Cu. Earth Plate 600Mm X 600Mm X 3Mm Thick Includingaccesssories, And Providingmasonary Enclosurewith Cover Plate ( Ci Heavy Duty ) Having Locking Arrangement And Watering Pipe Pipe Of 2.7 Mtr Long Etc. With Charcoal Or Coke And Salt ) As Required. 2424 Supplying And Laying 25 Mm X 5 Mm G.I. Strip In 40 Mm Dia G.I. Pipe From Earth Electrode, Including Connection With G.I. Nut, Bolt, Spring, Washer Excavation And Refilling Etc. As Required. 2425 Providing And Fixing 25 Mm X 5 Mm Copper Strip On Surface Or In Recess For Connections Etc. As Required. 2 Nos Used For 50 X 5 For The Neutral Earthing Of Euipments ) 2426 Providing And Fixing 25 Mm X 5 Mm G.I. Strip On Surface Or In Recess For Connections Etc. As Required. 2427 Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Etc. As Required. 2428 Supplying, Fixing, Testing And Commissioning Of Following Bare Copper / Gi Flat Including All Necessary Fixing Accessories And Effecting Connections. 2429 50 Mm X 6 Mm Thick Cu Flat 2430 50 Mm X 6 M Thick Gi Flat 2431 Supply And Laying Medium Class Gi Pipe Under Road / Paved Areas / Wall Crossing Etc. Including Earth Excavations Refilling, Ramming And Making Good As Approved. 2432 150 Mm Dia Gi Pipe Class B 2433 Subhead - Iii - Supplying & Laying Of Cable 2434 L.T. Cables 2435 Supplying And Laying Of Following Size Dwc Hdpe Pipe Isi Markedalong With All Accessories Like Socket, Bend, Couplers Etc. Conforming To Is 14930, Part Ii Complete With Fitting And Cutting, Jointing Etc.Direct In Ground ( 75 Cm Below Ground Level ) Includingexcavation And Refilling The Trench But Excluding Sand Cushioningand Protective Covering Etc., Complete As Required. 2436 63 Mm Dia ( Od-63 Mm & Id-51 Mm Nominal ) 2437 90 Mm Dia ( Od-90 Mm & Id-76 Mm Nominal ) 2438 120 Mm Dia ( Od-120 Mm & Id-103 Mm Nominal ) 2439 160 Mm Dia ( Od-160 Mm & Id-135 Mm Nominal ) 2440 Laying Of One Number Additional Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size Direct In Ground In The Same Trench In One Tier Horizontal Formation Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Etc. As Required. 2441 Above 35 Sq. Mm And Upto 95 Sq. Mm 2442 Above 95 Sq. Mm And Upto 185 Sq. Mm 2443 Above 185 Sq. Mm And Upto 400 Sq. Mm 2444 Laying Of One Number Pvc Insulated & Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc / Hume / Metal Pipe As Required. 2445 Upto 35 Sq.Mm 2446 Above 35 Sq. Mm And Upto 95 Sq. Mm 2447 Above 95 Sq.Mm And Upto 185 Sq.Mm 2448 Above 185 Sq.Mm And Upto 400 Sq.Mm 2449 Supply Of Following Sizes Of Xlpe Insulatedaluminum Conductor Strip / Wire Armoured, Overall Pvc Sheathed 1.1 Kv Grade Cables Conforming To Relevant Is-7098 Code And Technical Specifications. 2450 4 X 6 Sq. Mm 2451 4 X 10 Sq. Mm ( 28Mm ) 2452 4 X 16 Sq. Mm ( 28Mm ) 2453 3½ X 25 Sq. Mm ( 28Mm ) 2454 3½ X 35 Sq. Mm ( 32Mm ) 2455 3½ X 50 Sq. Mm ( 35Mm ) 2456 3½ X 150 Sq. Mm ( 50Mm ) 2457 3½ X 185 Sq. Mm ( 57Mm ) 2458 3½ X 240 Sq. Mm ( 62Mm ) 2459 3½ X 300 Sq. Mm ( 70Mm ) 2460 Supplying And Making End Termination With Brass Compression Gland And Aluminium Lugs For Following Size Of Pvc Insulated And Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1.1 Kv Gradeas Required. 2461 4 X 6 Sq. Mm ( 28Mm ) 2462 4 X 10 Sq. Mm ( 28Mm ) 2463 4 X 16 Sq. Mm ( 28Mm ) 2464 3½ X 25 Sq. Mm ( 28Mm ) 2465 3½ X 35 Sq. Mm ( 32Mm ) 2466 3½ X 50 Sq. Mm ( 35Mm ) 2467 3½ X 150 Sq. Mm ( 50Mm ) 2468 3½ X 185 Sq. Mm ( 57Mm ) 2469 3½ X 240 Sq. Mm ( 62Mm ) 2470 3½ X 300 Sq. Mm ( 70Mm ) 2471 Providing, Laying And Fixing Following Dia Rcc Pipe Np2 Class ( Light Duty ) In Ground Complete With Rcc Collars, Jointing With Cement Mortar 1:2 ( 1 Cement : 2 Fine Sand ) Including Trenching ( 75 Cm Deep ) And Refilling Etc As Required. 2472 150 Mm Dia 2473 250 Mm Dia 2474 Supplying And Installing Following Size Of Perforated Paintedwith Powder Coating M.S. Cable Trays With Perforation Not Morethan 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts& Nuts, Painting Suspenders Etc As Required. 2475 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 2476 300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 2477 450 Mm Width X 50 Mm Depth X 2 Mm Thickness 2478 Supplying And Installing Following Size Of Perforated Paintedwith Powder Coating M.S. Cable Trays Bends With Perforationnot More Than 17.5%, , Joined With Connectors, Suspended Fromthe Ceiling With M.S. Suspenders Including Bolts & Nuts, Paintingsuspenders Etc As Required. 2479 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 2480 300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 2481 Supplying And Installing Following Size Of Perforated Paintedwith Powder Coating M.S. Cable Trays Tee With Perforation Notmore Than 17.5%, Joined With Connectors, Suspended From Theceiling With M.S. Suspenders Including Bolts & Nuts, Paintingsuspenders Etc As Required. 2482 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 2483 300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 2484 Supplying And Installing Following Size Of Perforated Paintedwith Powder Coating M.S. Cable Trays Cross Member Withperforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts& Nuts, Painting Suspenders Etc As Required. 2485 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 2486 Sub Head -Iv :External Lighting 2487 Erection Of Metallic Pole Of Following Length In Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 40 Mm Nominal Size ) Foundation Including Excavation And Refilling Etc. As Required. 2488 Above 4.5 Metre And Upto 6.5 Metre 2489 Supplying, Installation, Testing And Commissioning Of Gate Light Fitting Suitable For 42 Watt Ip 65Led Having System Lumen Output Of Minimum 4200 Lumenscomplete With All Accessories And Lamp. Wipro Cat No.: 2490 Supplying, Installation, Testing And Commissioning Of 42W Led Street Lightip66 Led With High Performance Having System Lumen Output Of Minimum 9900 Lumens, Contemporary Designed Housing Made Of Die-Cast Aluminium, With Street Optic Lens For Uniform Light Distribution. Pf Better Than 0.9, Cri Better Than 70 Complete With All Accessories. Wipro Cat No.: Lr 02-102-Xxx-57-G2 Street Light 2491 Supplying, Installation, Testing And Commissioning Of 50W Ledsolar Street Light On 6 Meter Gi Octagonal Pole Having Compact, Aesthetic, Eco Friendly & Modern Integrated Solar Street Light In Extruted Aluminum Construction With High Efficiency Monocrystalline Silicon Photo Voltaic Panel, High Efficacy Smd Led 6500K Having Secondary Lens Optics For Street Lighting Distribution, High Performance Lithium Battery, Mppt Charge Controller & Intelligent Control Module / Sensor With Higher Reliability, Long Service Life, Suitable For Easy & Quick Installation. Wipro Cat No.:Lr 14-591-Xxx-65-Xx. 2492 Supply, Testing & Commissioning Of 6.0 Meter High G.Ioctagonal Pole ( Above Ground Level ) With Single / Double Arm As Per Requirement Of Suitable Length With Inbuilt Junction Box With 10A Sp Mcb, Connectors For Incoming / Outgoing Cable Connection And 300Mm X 300Mm X 20 Mm Thick Base Plate And Bracket ( Double Arm / Single Arm Whichever Required ) Complete In All Respect. 2493 Providing, Installation Of 200 X 150 X 125 Mm Polycarbonate Weather Proof ( Ip-55 ) Junction Box And Sp Mcb’S And Terminal Block. Supplying And Laying Cable Through Gi Pipe Upto Junction Box Including Excavation And Back Filling, Wiring With 2 X 2.5 Sq.Mm Pvc Insulated 1100 Volts Grade Copper Conductor Wires From Junction Box To Lighting Fixturecomplete. 2494 Supplying And Laying Cable Through Gi Pipe Upto Junction Box Including Excavation And Back Filling, Wiring With 2 X 2.5 Sq.Mm Pvc Insulated 1100 Volts Grade Copper Conductor Wires From Junction Box To Lighting Fixturecomplete. 2495 9.0 M High ( 7.5 M Above Ground ) Single Arm Sewaged Steel Tubular Pole, The Constructiopn Of The Pole Shall Be As Per Is 410 Sp - 26 With 450 Mm X 150 Mm Base Plate Welded At Top For Fixing The Flood Light, Complete As Per Requirement. Painted As Approved, Adopting Socket At Top For Fixture Mentioned Below, Base Plate 450 X 450 X 6Mm And Provision For Mounting Junction Box Etc. Complete As Required. 2496 Providing 600 X 600 X 1500 Mm Deep 1:3:6 Ratio Cement Concrete Including Excavation Shuttering Alignment Of Poles Casting Etc. Including 100Mm Thick Lean Concrete Shall Be Provided At The Bottom 2497 Supplying And Fixing Of Street Light Fixture 45 Watts Led Complete With Glass Cover Etc. And Its Wiring With 3 X 2.5 Sq.Mm Pvc Insulated Copper Wire From Junction Box Complete ( Eq To Bajaj Cat. No.-Brtfg 45 W Led ) . 2498 Supplying And Fixing Of 4.0 M High 40Mm Dia Gi Pole Painted As Approved, Adopting Socket At Top For Fixture With Base Plate As Required. 2499 Supplying And Fixing Of 20A Dp Junction Box With 2 No. Incoming And Outgoings Terminals And 2 Nos. Tap-Out Terminal With Mcb Complete 1 Set 2500 Supplying, Laying And Connecting 2 Nos 2.5. Sq.Mm Copper Conductor Pvc Insulated 1100 Volts Grade Wires From Terminal Block To Light Fixture Along With End Terminations And Including The Cost Of 1 No. 2.5 Sq.Mm Pvc Insulated Copper Wire For Earthing Of The Light Fixture Complete As Required. 2501 Sub Head -V :Earthing And Miscellaneous Items ( Non Dsr Items ) 2502 Supplying And Fixing Of High Voltage Insulation Mat Of Class B Having 11 Kv Dielectric Strength, 1000Mm Width And Thickness Of 2.5Mm Isi Approved As Required Including Cutting To Required Lengths. 2503 Supplying And Fixing Of High Voltage Insulation Mat Of Class B Having 1.1 Kv Dielectric Strength, 1000Mm Width And Thickness Of 2.0 Mm Isi Approved As Required Including Cutting To Required Lengths. 2504 Supplying Of 11 Kv Hand Gloves As Required. 2505 Supplying Of Resuciation Kit Coomplete With Instruction Manual Etc. As Required. 2506 Supplying Of Fire Bucket Painted Red With Stand And Approved Quality Conforming To Is:254 / 1974 2507 Supplying And Fixing Of Powder Fire Extinguisher ( Stored Pressure Type ) Capacity 06 Kg Duly Isi Marked Conforming To Is: 15683:2006, With Is 14609, Isi Marked Abc Powder Complete With Squeeze Grip Release Valve, Discharge Pipe, Locking Arrangement, Pressure Gauge & Suitable M.S. Bracket As Required. 2508 Supplying Of First Aid Box As Approved Complete With Standard Kit As Prescribed By Indian Red Cross. 2509 Supplying And Fixing Of Shock Treatment Chart Written In English And Local Language Duly Framed In Glass As Required.

INR 17700 /-

INR 1987000.0 /-

INR 9.93 Crore /-