Tender For Cachar Wildlife Safari Centre, cachar-Assam

Tender For Cachar Wildlife Safari Centre- 1 Site Clearing Work Clearing Grass And Removal Of The Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared. 2 Felling Trees Of The Girth ( Measured At A Height Of 1 M Above Grounn Level ) , Including Cutting Of Trunks And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Material. Beyond 30 Cm Girth Upto And Including 60 Cm Girth 3 Felling Trees Of The Girth ( Measured At A Height Of 1 M Above Grounn Level ) , Including Cutting Of Trunks And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Materialbeyond 60 Cm Girth Upto And Including 120 Cm Girth 4 Felling Trees Of The Girth ( Measured At A Height Of 1 M Above Grounn Level ) , Including Cutting Of Trunks And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Materialbeyond 120 Cm Girth Upto And Including 240 Cm Girth 5 Felling Trees Of The Girth ( Measured At A Height Of 1 M Above Grounn Level ) , Including Cutting Of Trunks And Branches, Removing The Roots And Stacking Of Serviceable Material And Disposal Of Unserviceable Materialabove 240 Cm Girth 6 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Up To 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared 7 Earth Workearth 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.All Kinds Of Soil 8 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.Ordinary Rock 9 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.Hard Rock ( Blasting Prohibited ) 10 Removal Of Unserviceable Soil With Disposal Upto 1000 Metres ( Removal Of Unserviceable Soil Including Excavation, Loading And Disposal Upto 1000 Metres Lead But Excluding Replacement By Suitable Soil Which Shall Be Paid Separately As Per Clause 305. ) 11 Supplying And Filling In Plinth Withsand Under Floors, Including Watering, Ramming, Consolidating And Dressing Complete. 12 Earth / Sand Filling In Plinth In Layers Not More Than 150Mm Thick Including Necessary Carriage, Watering, Ramming Etc. Complete As Directed And Specified Including Payment Of Land Compensation, Forest Royalty, Sales Tax And Other Duties And Taxes As May Be Necessary. ( C ) With River Sand Or Silt ( Predominantly Non Plastic ) By Truck Carriage Including Loading And Unloading. 13 Pre Construction Anti - Termite Treatment At The Bottom Of Foundation Pits And Walls On Either Side Up To A Height Of 300Mm From Bottom Of The Excavation Made For Column Plinth Beam, Wall, Trenches Etc. By Applying The Emulsion @ 5 ( Five ) Litres Per Square Meter Of The Surface Area Before Starting Construction Work ( Supplying Of Necessary Tools And Accessories By The Contractor ) As Per The Direction Of The Department Complete.A ) With Aqueous Emulsion Having Concentration 1:19 With Chloropirophose Solution ( Tricel Or Euivalent ) And Water, I.E. 1% Solution. 14 Pre Construction Anti - Termite Treatment By Applying In The Entire Levelled Area After Plinth Filling And Before Laying Floor By Applying The Emulsion @ 5 ( Five ) Litres Per Square Meter Of The Surface To Be Spread With Light Rodding So As To Ensure Proper Absorption By The Filled Up Earth ( Supplying Of Necessary Tools And Accessories By The Contractor ) As Per The Direction Of The Department Complete. A ) With Aqueous Emulsion Having Concentration 1:19 With Chloropirophose Solution ( Tricel Or Euivalent ) And Water, I.E. 1% Solution. 15 Providing Soling In Foundation And Under Floor With Stone / Best Quality Picked Jhama Brick, Sand Packed And Laid To Level And In Panel After Preparing The Subgrade As Directed Including All Labour And Materials And If Necessary Dewatering, Complete. ( C ) .Stone Soling Of Thickness 150Mm. 16 Timber Shuttering ( Formwork ) Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Foundations, Footings, Bases Of Columns, Etc. For Massconcrete 17 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers 18 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Columns, Pillars, Piers, Abutments, Posts And Struts 19 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form Work For Suspended Floors, Roofs, Landings, Balconies And Access Platform 20 Concrete Works. Providing And Laying In Position Ready Mixedor Site Batched Design Mix Cement Concrete For Plain Cement Concrete Work;Usingcoarse Aggregateandfine Aggregate Derived From Natural Sources And Using Recycled Concrete Aggregate ( Rca ) As Coarse Aggregate And Fine Aggregate Within Thepermissible Utilization, Portlandpozzolana / Ordinary Portland / Portland Slag Cement, Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate / Retard Setting Of Concrete To Improvedurability Andworkabilitywithout Impairing Strength; Including Pumping Of Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishingas Per Direction Of The Engineer-In-Charge; For Thefollowing 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 Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement. All Works Upto Plinth Levelconcrete Of M15 Grade With Minimum Cement Content Of 240 Kg / Cum. ( Note: The Permissible Utilization Of Recycled Concrete Aggregate ( Rca ) As Coarse Aggregate And Fine Aggregate Is 25% Each ) . 21 Providing And Laying In Position Ready Mixed Or Site Batcheddesign Mix Cement Concrete For Plain 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 Improvedurability Andworkability Without Impairing Strength;Including Pumpingof Concrete To Site Of Laying, Curing, Carriage For All Leads; But Excluding The Cost Of Centering, Shuttering And Finishing As Per Direction Of The Engineer-In-Charge; For The Following Grades Of Concretenote: 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 Minimum Specified Cement Content, The Contractor Shall Have Discretion To Either Re-Design The Mix Or Bear The Cost Of Extra Cement.All Works Upto Plinth Level.Concrete Of M25 Grade With Minimum Cement Content Of 300 Kg / Cum 22 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 ) , Including 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 Perdirection 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 ) . 23 Reinforcement Steelsteel 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. 24 Brick Work With Common Burnt Clay Machine Moulded Perforated Bricks Of Class Designation 12.5 Conforming To Is: 2222 In Superstructure Above Plinth Level Up To Floor Five Level In Cement Mortar 1:6 ( 1 Cement: 6 Coarse Sand ) : With Modular Bricks 25 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size ) Upto Plinth Level With :Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 26 Coursed Rubble Masonry ( First Sort ) With Hard Stone In Foundation And Plinth With : Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 27 Providing Wood Work In Frames Of Doors, Windows, Clerestory Windows And Other Frames, Wrought Framed And Fixed In Position With Hold Fast Lugs Or With Dash Fasteners Of Required Dia & Length ( Hold Fast Lugs Or Dash Fastener Shall Be Paid For Separately ) Second Class Teak Wood. 28 Polishing On Wood Work With Ready Mixed Wax Polish Of Approved Brand And Manufacture : 29 Waterproofing Workproviding And Laying Integral Cement Based Water Proofing Treatment Including Preparation Of Surface As Required For Treatment Of Roofs, Balconies, Terraces Etc Consisting Of Following Operations: A Applying A Slurry Coat Of Neat Cement Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is. 2645 And Approved By Engineer-In-Charge Over The Rcc Slab Including Adjoining Walls Upto 300 Mm Height Including Cleaning The Surface Before Treatment. B.Laying Brick Bats With Mortar Using Broken Bricks / Brick Bats 25 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 ( 1 Cement : 5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin-Chargeover 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 ( 1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineerin-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Of Junctions Of Walls And Slabs.C.After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg / Sqm Of Cement Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge. D.Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix 1:4 ( 1 Cement :4 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Is : 2645 And Approved By Engineer-In-Charge Including Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finishing The Surface With Trowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep. E.The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.“All Nabove Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge : 22.7.1 With Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65 Mm. 30 Providing And Applying Integral Crystalline Slurry Of Hydrophilic In Nature For Waterproofing Treatment To The Rcc Structures Like Retaining Walls Of The Basement, Water Tanks, Roof Slabs, Podiums, Reservior, Sewage & Water Treatment Plant, Tunnels / Subway And Bridge Deck Etc., Prepared By Mixing In The Ratio Of 5 : 2 ( 5 Parts Integral Crystalline Slurry : 2 Parts Water ) For Vertical Surfaces And 3 : 1 ( 3 Parts Integral Crystalline Slurry : 1 Part Water ) For Horizontal Surfaces And Applying The Same From Negative ( Internal ) Side With The Help Of Synthetic Fiber Brush. The Material Shall Meet The Requirements As Specified In Aci212-3R-2010 I.E By Reducing Permeability Of Concrete By More Than 90% Compared With Control Concrete As Per Din 1048 And Resistant To 16 Bar Hydrostatic Pressure On Negative Side. The Crystalline Slurry Shall Be Capable Of Self-Healing Of Cracks Up To A Width Of 0.50Mm. The Work Shall Be Carried Out All Complete As Per Specification And The Direction Of The Engineer-In-Charge. The Product Performance Shall Carry Guarantee For 10 Years Against Any Leakage. For Vertical Surface Two Coats @ 0.70 Kg Per Sqm 31 Providing And Applying Integral Crystalline Slurry Of Hydrophilic In Nature For Waterproofing Treatment To The Rcc Structures Like Retaining Walls Of The Basement, Water Tanks, Roof Slabs, Podiums, Reservior, Sewage & Water Treatment Plant, Tunnels / Subway And Bridge Deck Etc., Prepared By Mixing In The Ratio Of 5 : 2 ( 5 Parts Integral Crystalline Slurry : 2 Parts Water ) For Vertical Surfaces And 3 : 1 ( 3 Parts Integral Crystalline Slurry : 1 Part Water ) For Horizontal Surfaces And Applying The Same From Negative ( Internal ) Side With The Help Of Synthetic Fiber Brush. The Material Shall Meet The Requirements As Specified In Aci212-3R-2010 I.E By Reducing Permeability Of Concrete By More Than 90% Compared With Control Concrete As Per Din 1048 And Resistant To 16 Bar Hydrostatic Pressure On Negative Side. The Crystalline Slurry Shall Be Capable Of Self-Healing Of Cracks Up To A Width Of 0.50Mm. The Work Shall Be Carried Out All Complete As Per Specification And The Direction Of The Engineer-In-Charge. The Product Performance Shall Carry Guarantee For 10 Years Against Any Leakage.For Horizontal Surface One Coat @1.10 Kg Per Sqm. 32 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. 33 Providing And Laying Integral Cement Based Treatment For Water Proofing On Horizontal Surface At All Depth Below Ground Level For Under Ground Structures As Directed By Engineer-In-Charge And Consisting Of : ( I ) 1St Layer Of 22 Mm To 25 Mm Thick Approved And Specified Rough Stone Slab Over A 25 Mm Thick Base Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Mixed With Water Proofing Compound Conforming To Is:2645 In The Recommended Proportion Over The Leveling Course ( Leveling Course To Be Paid Separately ) . Joints Sealed And Grouted With Cement Slurry Mixed With Water Proofing Compound. ( Ii ) 2Nd Layer Of 25 Mm Thick Cement Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) Mixed With Water Proofing Compound In Recommended Proportions. ( Iii ) Finishing Top With Stone Aggregate Of 10 Mm To 12 Mm Nominal Size Spreading @ 8 Cudm / Sqm Thoroughly Embedded In The 2Nd Layer. Using Rough Kota Stone. 34 Providing And Laying Integral Cement Based Treatment For Water Proofing On The Vertical Surface By Fixing Specified Stone Slab 22 Mm To 25 Mm Thick With Cement Slurry Mixed With Water Proofing Compound Conforming To Is:2645 In Recommended Proportions With A Gap Of 20 Mm ( Minimum ) Between Stone Slabs And The Receiving Surfaces And Filling The Gaps With Neat Cement Slurry Mixed With Water Proofing Compound And Finishing The Exterior Of Stone Slab With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) 20 Mm Thick With Neat Cement Punning Mixed With Water Proofing Compound In Recommended Proportion Complete At All Levels And As Directed By Engineer-In-Charge : Using Rough Kota Stone 35 Structural Steel WorkStructural Steel Work In Single Section, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 36 Structural Steel Work Riveted, Bolted Or Welded In Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 37 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In Charge. Made Of G.I. Wire Of Dia 4 Mm, Pvc Coated To Achieve Outer Dia Not Less Than 5 Mm In Required Colour And Shade. 38 Providing And Fixing Specified Wood Frame Work Consisting Of Battens 50X25mm Fixed With Rawl Plug And Drilling Necessary Holes For Rawl Plug Etc. Including Priming Coat Complete. Kiln Seasoned And Chemically Treated Hollock Wood. 39 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 40 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-Incharge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) . 41 Providing And Fixing G.I. Chain Link Fabric Fencing Of Required Width In Mesh Size 25X25 Mm Made Of G.I. Wire Of Dia 3 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In-Charge. 42 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:1.5:3 Mix ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) , Inside Plastering 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : Inside Size 120X90 Cm And 90 Cm Deep Including C.I. Cover With Frame ( Medium Duty ) 500 Mm Internal Diameter, Total Weight Of Cover And Frame To Be Not Less Than 116 Kg ( Weight Of Cover 58 Kg And Weight Of Frame 58 Kg ) : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 43 Roofingsupply & Installation Of Artificial Thatch With Vertical Gap Of Approximately180mm ( Or 100 Mm From Base Tip To Tip ) . The Shingles Are Fastened And Secured In Place With Corrosion Resistant Steel Pins / Staples Through The Welded Head Or Through The Straws 50 Mm Below The Welded Head ( Please See Below Points Of Fastening ) With A Minimum 4 Pins Per Shingles. Including Water Proof Membrane Laid On 19Mm Thick Marine Ply As Required ( Overlap Will Not Be Paid Separately ) . 44 Providing And Fixing In Position Factory Made Eps Cement Sandwich Wall / Roof / Floor Light Weight Solid Core Panels Made Of Core Material Of Eps Granule Balls / Beads ( Conforming To Is 4671:1984 And Shall Have Density Not Less Than 15Kg Per Cum ) Adhesive, Cement, Sand, Flyash And Other Bonding Material In Mortar State Processed To Form In A Preset Mould. The Outer Face On Both Sides Of The Panels Will Be Non Asbestos Fiber Cement Board Confirming To Is 14862:2000 Or Calcium Silicate Board Confirming To En 14306:2009 Of 5Mm Thick Each. Panel Shall Be Laid On 6Mm Thick Cement Mortar ( 1 Cement: 2 Fine Sand ) Mixed With Chemical Adhesive Of 0.5Kg Per 50Kg Of Cement Orshall Be Preferably Fixed Into C Channel Made Of 1.2Mm Thick Ms Plate Screwed / Fastenened To The Slab / Column / Beam Etc. The Panel Shall Fixed Vertically With Tongue And Groove Joint And Horizontally Locked With Steel Bar Between Each Other And Floors And Filled With Cement Mortar And Adhesive. Panels Should Be Used As Floor & Roofing With Additional Structural Support, Steel Or Rcc Depending Upon The Design. All The Operation Shall Be Completed In All Respect As Per Drawings, Manufacturers Specifications And Under The Overall Direction Of Engineer-In-Charge ( Cost Of All The Material Is Included Except C Channel Which Will Be Paid Seperately ) . Non Load Bearing Panels 50Mm Thick Of Required Size 45 Providing And Fixing Of Pre-Coated Colour Or Mill Finishaluminium Roofing Accessories In 0.71 Mm Thickness , Alloy 31500 ( Is Designation ) [ Aluminium Alloy ( Aa ) 3004 ( Iso Designation ) ] For Color, Coating Shall Be 5-7 Microns Epoxy Primer On Both Sides Of The Sheet And Polyester Top Coat 15-18 Microns, Using Self Drilling / Tapping Ss Screws Of Size 6 X 50Mm With 3Mm Thick Epdm Seal And Ss Plain Washer Complete :Precoated / Mill Finish Aluminium Gutter ( 600 Mm Over All Girth ) 46 Doors & WindowsProviding 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 47 Providing And Fixing Isi Marked Flush Door Shutters Conforming To Is : 2202 ( Part I ) Decorative Type, Core Of Block Board Construction With Frame Of 1St Class Hard Wood And Well Matched Teak 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 48 Extra For Providing And Fixing Flush Doors With Decorative Veneering Instead Of Non Decorative Isi Marked Flush Door Shutters Conforming To Is: 2202 ( Parti ) . On One Side Only. 49 Providing And Fixing Wooden Moulded Beading To Door And Window Frames With Iron Screws, Plugs And Priming Coat On Unexposed Surface Etc. Complete : 2Nd Class Teak Wood. 50 X 20 Mm. 50 Providing And Fixing 38 Mm X 20Mm Thick Teak Wood Decorative Cover Moulding Around Frame Of Doors, Windows And Cupboards Etc. Completed As Directed. 51 Extra For Providing And Fixing 3Mm Thk. Veneer With Three Coats Of French Polishing Instead Of Synthetic Enamel Painting Including All Material And Labour. 52 Providing And Fixing 4Mm Thick Coir Veneer Board, Isi Marked Is : 14842, Plain Lining With Necessary Screws, Priming Coat On Unexposed Surface Etc., Complete. 53 Providing And Supplying Spandrel Glass Panels Comprising Of 6 Mm Thick Heat Strengthened Monolithic Float Glass Of Approved Colour And Shade With Reflective Soft Coating On Surface # 2 Of Approved Colour And Shade So As To Match The Colour And Shade Of The Igus In The Vision Panels Etc. , All Complete For The Required Performances As Specified, As Per The Architectural Drawings, As Per The Approved Shop Drawings, As Specified, And As Directed By The Engineer- Incharge. For Payment, Only The Actual Area Of Glass On Face # 1 Of The Glass Panels ( But Excluding The Area Of Grooves And Weather Silicone Sealant ) Provided And Fixed In Position, Shall Be Measured In Sqm. ( Payment Forfixing Of Spandrel Glass Panels In The Curtain Glazing Is Included In Cost Of Relevent Item* ) .“ ( I ) Coloured Tinted Float Glass 6Mm Thick Substrate With Reflective Soft Coating On Face # 2, Having Properties As Visible Light Transmittance ( Vlt ) Of 25 To 35 %, Light Reflection Internal 10 To 15%, Light Reflection External 10 To 20 %, Shading Coefficient ( 0.25- 0.28 ) And U Value Of 3.0 To 3.3 W / M2 K Etc. . The Properties Of Performance Glass Shall Be Decided By Technical Sanctioning Authority As Per The Site Requirement. 54 Providing And Fixing Bright / Matt Finished Stainless Steel Handles Of Approved Quality & Make With Necessary Screws Etc All Complete.125Mm 55 Providing And Fixing Bright Finished Brass Hanging Type Floor Door Stopper With Necessary Screws, Etc. Complete. 56 Providing And Fixing Chromium Plated Brass 100 Mm Mortice Latch And Lock With 6 Levers And A Pair Of Lever Handles Of Approved Quality With Necessary Screws Etc. Complete. 57 Extra For Providing Vision Panel Not Exceeding 0.1 Sqm In All Type Of Flush Doors ( Cost Of Glass Excluded ) ( Overall Area Of Door Shutter To Be Measured - Rectangular Or Square 58 Providing And Fixing Factory Made Upvc White Colour Sliding Glazed Window Upto 1.50 M In Height Dimension Comprising Of Upvc Multi-Chambered Frame With In-Built Roller Track And Sash Extruded Profiles Duly Reinforced With 1.60 ± 0.2 Mm Thick Galvanized Mild Steel Section Made From Roll Forming Process Of Required Length ( Shape & Size According To Upvc Profile ) , Appropriate Dimension Of Upvc Extruded Glazing Beads And Upvc Extruded Interlocks, Epdm Gasket, Wool Pile, Zinc Alloy ( White Powder Coated ) Touch Locks With Hook, Zinc Alloy Body With Single Nylon Rollers ( Weight Bearing Capacity To Be 40 Kg ) , G.I Fasteners 100 X 8 Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Including Drilling Of Holes For Fixing HardwareS And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finishedwall Shall Be Filled With Weather Proof Silicon Sealent Over Backer Rod Of Required Size And Of Approved Quality, All Complete As Per Approved Drawing & Direction Of Engineer-In-Charge. ( Single / Double Glass Panes, Wire Mesh And Silicon Sealent Shall Be Paid Separately ) . Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made. Note: For Upvc Frame And Sash Extruded Profiles Minus 5% Tolerance In Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable.Three Track Three Panels Sliding Window With Fly Proof Ss Wire Mesh ( Two Nos. Glazed & One No. Wire Mesh Panels ) Made Of ( Small Series ) Frame 92 X 44 Mm & Sash 32 X 60 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm And Single Glazing Bead Of Appropriate Dimension ( Area Of Window Upto 1.75 Sqm ) . 59 Providing And Fixing Factory Made Upvc White Colour Fixed Glazed Windows / Ventilators Comprising Of Upvc Multi-Chambered Frame And Mullion ( Where Ever Required ) Extruded Profiles Duly Reinforced With 1.60 ± 0.2 Mm Thick Galvanized Mild Steel Section Made From Roll Forming Process Of Required Length ( Shape & Size According To Upvc Profile ) , , Upvc Extruded Glazing Beads Of Appropriate Dimension, Epdm Gasket, G.I Fasteners 100 X 8 Mm Size For Fixing Frame To Finished Wall, Plastic Packers, Plastic Caps And Necessary Stainless Steel Screws Etc. Profile Of Frame Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion ( If Required ) Shall Be Also Fusion Welded Including Drilling Of Holes For Fixing HardwareS And Drainage Of Water Etc. After Fixing Frame The Gap Between Frame And Adjacent Finished Wall Shall Be Filled With Weather Proof Silicon Sealant Over Backer Rod Of Required Size And Of Approved Quality, Allcomplete As Per Approved Drawing & Direction Of Engineer-In-Charge. ( Single / Double Glass Panes And Silicon Sealant Shall Be Paid Separately ) . Variation In Profile Dimension In Higher Side Shall Be Accepted But No Extra Payment On This Account Shall Be Made.Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dimension I.E. In Depth & Width Of Profile Shall Be Acceptable.Fixed Window / Ventilator Made Of ( Small Series ) Frame 47 X 50 Mm & Mullion 47 X 68 Mm Both Having Wall Thickness Of 1.9 ± 0.2 Mm Andsingle Glazing Beadof Appropriate Dimension. ( Area Upto 0.75 Sqm. ) 60 Providing And Fixing In Position Anodised Alluminium Z Type Window Comprioses Of Outer Frame Size 63.1X38.1X1.3 Mm ( Weight 0.601 Kg / Rmt ) , Glazing Clips For Two Fixed Glazing Window With 05 Mm Thick Glass With Neoprene Gasskets In Staggered Manner With A Gap Of 100 Mm For Air Circulation Covered With Stainless Steel Perforated Sheet Of 02 Mm Thick ( Ss Grade 202 ) Fixed With Anodiesed Alluminium Patti Of Suitable Size To Alluminium Frame Etc Complete As Per Drawing Of Z Type Window And As Directed By Consultant. Mode Of Measurement As Per Area Of Opening. 61 Providing And Fixing In Position Aluminum Louvered Window With Anodised Aluminum Frame Of Approved Make And Of Size 40Mm X 20Mm X 2.0Mm ( Wt. 0.605 Kg / Rm ) Including Adjustable Aluminum Frame, 4 To 6Mm Thk. Frosted Glass, Fixtures And Fastenings Etc. Complete As Directed By By Engineer In Charge 62 Providing Precast Cement Concrete Jali 1:2:4 ( 1 Cement : 2 Coarse Sand ( Zone-Iii ) : 4 Graded Stone Aggregate 6Mm Nominal Size ) , Reinforced With 1.6 Mm Dia Mild Steel Wire, Including Centering And Shuttering, Roughening Cleaning, Fixing And Finishing In Cement Mortar 1:3 ( 1 Cement: 3 Fine Sand ) Etc. Complete, Excluding Plastering Of The Jambs, Sills And Soffits. 50 Mm Thick. 63 Supplying, Fitting, Fixing Anodised Aluminium Fittings Of Approved Make, Resonably Smooth, Free From Sharp Edges And Corners, Flaws And Other Defects And With Counter Sunk Holes For Screws Including Necessary Aluminium Screws Etc. Complete. ( Anodised To Bright Natural Matt & Satin Finished ) V ) Pin Cylinder Mortise Lock Oliver / Matiz / Victoria -Godrej Make 64 Providing And Fixing Automatic, Double Blower Hand Dryer ( Kimberly Clarke Or Equivalent Approved Make ) . 65 Providing And Fixing Isi Marked Make Cp Brass Liquid Soap Dispensers With Cp Brass Bracket Capacity 250 Ml. 66 Providing And Fixing Jumbo Roll, Window Type Tissue Dispenser, Inbs Plastic ( Kimberly And Clarke Equivalent Make ) 67 Providing And Fixingtoilet Paper Roll Holder 68 Supplying And Fixing C.P. Hook Of Approved Make To Befixed To Wall Or To Wooden Shutter On Wooden Plugs With C.P. Brass Screws Etc. Complete. 69 Providing And Fixing Aldrops Of 16 Mm Diameter Bars Manufactured As Per Is:2681-1991, Wherever They Apply For Doors And Windows With Necessary Materials And Labour Etc. Complete. 250 Mm Long. 70 Providing And Fixing Standard Stainless Steel Hinges With Ball Bearing 100 Mm Long 71 Providing And Fixing Bright Finished Brass Tower Bolts ( Barrel Type ) With Necessary Screws Etc. Complete : 150X10 Mm 72 Providing And Fixing Neoprene Linings All Around The Frames As Well As On Intermediate Hinge Lines And Meeting Styles As Shown In The Drawings To Make The Doors Or Windows Airtight Etc Complete As Directed. 73 Providing And Fixing Ss 304 Lintel Plate, Lock Plate, Kick Plate And Column Corners In Buff Finish With Widths Upto 450 Mm, Bend Etc. Complete Fixed With Araldite Epoxy And Counter Sunk Stainless Steel Screws. 74 Providing And Fixing 50 Mm Thick Glazed Fire Resistant Door Shutters Of 60 Minutes Fire Rating Conforming To Is:3614 ( Part-Ii ) , Tested And Certified As Per Laboratory Approved By Engineer-In-Charge, With Suitable Mounting On Door Frame, Consisting Of Vertical Styles, Lock Rail, Top Rail 100 Mm Wide, Bottom Rail 200 Mm Wide, Made Out Of 16 Swg G.I.Sheet ( Zinc Coating Not Less Than 120 Gm / M2 ) Duly Filled Fr Insulation Material And Fixing With Necessary Stainless Steel Ball Bearing Hinges Of Approved Make, Including Applying A Coat Of Approved Fire Resistant Primer Etc. All Complete As Per Direction Of Engineer-In-Charge ( Panneling To Be Paid For Separately ) . 75 Providing And Laying Polished White Pebbles Of Size 75Mm To 125Mm Laying In 3 Layers ( Finish Layer Of 75Mm Nominal Thickness ) , Graded Pebbles Etc Complete As Per Drawing As Specified As Directed By Engineer. 76 Providing And Laying Polished Black / Brown Pebbles Of Size 75Mm To 125Mm Laying In 3 Layers ( Finish Layer Of 75Mm Nominal Thickness ) , Graded Pebbles Etc Complete As Per Drawing As Specified As Directed By Engineer. 77 Providing & Fixing Drinking Water Coolers Of Storage Capacity 150 Liters With Stainless Steel Water Filter Make - Blue Star For Water Cooler Make - Alfaa For FilterOr Equivalent Make. 78 Providing And Fixing All Sides Polished Natural Stone Tiles As Specified Below Of Approved Quality, Pattern, Colour And Thickness For Partition Including Making The Groove In Existing Cladding / Plaster / Concrete / Masonry, Machine Cutting, Leveling, Smooth Cement Plastering Along The Sides To Match The Existing Surface In Cement Mortar, Filling The Joints With Neat Cement Or Pigment Mixed With Cement, Cutting For Utility Pipe In The Shape As Directed, Cleaning, Finishing, Curing Etc Complete As Directed By Engineer In Charge. 79 Providing And Fixing Anodized ( Anodic Film Must Not Be Less Than 15 Microns I.E. Ac-15 As Per Is, The Anodising Must Be Scaleted By Keeping The Anodized Section In Boiling De-Anodized Water For A Period Of One Hour ) Aluminum Fixed / Sliding / Pivoted / Top Hung / Side Hung / Louvered Type Windows, Doors, Ventilators And Partitions Conforming To Is:1948, 1961 With Hollow Bottom Section & Standard Single / Two / Three / Four Track Frame Section All Round ( Top, Bottom And Sides ) With Shutter Frame Made Up Of Standard Handle Section Standard Interlocking Section And Standard Top And Bottom Section With Infill Panel Of Plain / Frosted / Tinted Glass / Novapan Sheet / Acrylic Sheet / Hardner Laminated Sheet As Listed Below With Nylon Guides, Gliders Glass Fixing Pvc Weather Strips, Neoprene Gasket, Pvc Weep Holes Etc Complete With Approved Type Of Locking Arrangement, Handles And Other Fixtures Including Fixing, Filling The Gaps With Silicon Sealant, Cleaning Polishing The Aluminium Section With Petrol And / Or Other Agents As Specified By The Manufacturers Etc. Complete As Directed By Engineer In Charge. 80 Design Supply & Installation Of Suspended Spider Glazing System Designed To Withstand The Wind Pressure As Per Is 875 ( Part-Iii ) . The Suspended System Held With Spider Fittings Of Ss-316 Grade Steel Of Approved Manufacturer With Glass Panel Having 12 Mm Thick Clear Toughened Glass Held Together With Ss- 316 Grade Stainless Steel Spider & Bolt Assembly With Laminated Glass Fins 21 Mm Thick. The Glass Fins And Glass Panel Assembly Shall Be Connected To Slab / Beams By Means Of Ss- 316 Grade Stainless Steel Brackets & Anchor Bolts And At The Bottom Using Ss Channel Of 50X25x2mm Using Fastener & Anchor Bolts, Non Staining Weather Sealants Of Approved Make, Teflon / Nylon Bushes And Separators To Prevent Bi-Metallic Contacts, All Complete To Perform As Per Specification And Approved Drawings. The Complete System To Be Designed To Ccommodate Thermal Expansion & Seismic Movements Etc. The Joints Between Glass Panels ( 6 To 8 Mm ) And Gaps At The Perimeter & In U Channel Of The Assembly To Be Filled With Non Staining Weather Sealant, So As To Make The Entire System Fully Water Proof & Dust Proof.The Rate Shall Include All Design, Engineering And Shop Drawing Including Approval From Structural Designer, Labour, T&P, Scaffolding, Other Incidental Charges Including Wastage, Enabling Temporary Services All Fitting Fixers Nut Bolts, Washer, Buffer Plates, Fastener, Anchors, Ss Channel Laminated Glass Etc. All Complete. For The Purpose Of Payment, Actual Elevation Area Of Glazing Includingthickness Of Joints And The Portion Of Glass Panel Inside The Ss Channel Shall Be Measured. 81 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix1:4 ( 1 Cement: 4 Fine Sand ) 82 12 Mm Cement Plaster Of Mix :1:4 ( 1 Cement: 4 Fine Sand ) 83 Distempering With 1St Quality Acrylic Distemper ( Ready Mixed ) Having Voc Content Less Than 50 Gms / Litre, Of Approved Manufacturer, Of Required Shade And Colour Complete, As Per ManufacturerS Specification.Two Or More Coats On New Work 84 20 Mm Cement Plaster Of Mix :1:4 ( 1 Cement: 4 Fine Sand ) Note :- Rates For External Plastic Are For Height Upto 10M From Ground Level In Less Otherwise Stated. 85 Providing 10 Mm Thick Plaster Of Paris ( Gypsum Anhydrous ) Ceiling Up To A Height Of 5 M Above Floor Level, Over First Class Kail Wood Strips 25X6 Mm With 10 Mm Gap In Between And Reinforced With Rabbit Wire Mesh Fixed To Wooden Frame ( Frame Work To Be Paid Separately ) : Flat Surfaces 86 15 Mm Thick Cement Plaster In Single Coat On Single Or Half Brick Wall For Interior Plastering Up To 1St Floor Level Including Arises, Internal Rounded Angles, Not Exceeding 80Mm Girth And Finished Even And Smooth Including Curing Complete As Directed. 87 Finishing Walls With Textured Exterior Paint Of Required Shade : New Work ( Two Or More Coats Applied @ 3.28 Ltr / 10 Sqm ) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20Kg / 10 Sqm 88 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. 89 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 90 Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : 91 Providing And Laying Gang Saw Cut 30 Mm Thick, Mirror Polished Pre Moulded And Pre Polished Machine Cut Granite Stone Of Required Size And Shape Of Approved Shade, Colour And Texture In Footpath, Flooring In Road Side Plazas And Similar Locations, Laid Over 20Mm Thick Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) Including Grouting The Joints With White Cement Mixed With Matching Pigment, Epoxy Touch Ups Etc. Complete As Per Direction Of Engineer-In-Charge. With Granite Stone Of Colour Black, Cherry / Ruby Red Of Area Less Than 0.50 Sqm. 16.87.1 With Granite Stone Of Colour Black, Cherry / Ruby Red Of Area Less Than 0.50 Sqm. 92 Designing, Providing & Fixing Theme & Conception Based Architectural Feature Workmade Up Of Grc 25To 30 Mm Thk ( Composite Mixture Of Whitecement, Alkali Resistant Fiber, Silica Sand, Water Withadmixtures, Pigmented Cured With Acrylic Thermal Plastic ) Arch / Artistic Pillars / Window Sill / Keystone / Cornice Band / Pediment / Curved Atrium Ceiling / Waterfalls & Waterbodies / Caves / Trees / Nestings / Railings / Rockwork / Moutains / Enrichment Devices Etc In Anypattern As Per Conceptual Design Approved By The Zoo Consultant And User Department. Theme / Conceptshould Be Submitted By The Contractor Before Commencement Of Grc Work. The Work Includes Preparingthe Moulds For Casting ( Or Installation Of Supporting Ms Framework & Mesh Coated With Pu Paint ) , Making The Grc Composite Material, Applying The Material In Moulds / Cast-In Situ, Demoulding Thecured Grc Elements From Moulds, Grinding And Finishing The Demoulded Grc Elements, Fixing At Siteusing Ss Screws, Anchors Viz A Viz, Finishing The Groves And Joints With Grc Mixture, Painting Grcwork As Per Approved Colour Scheme In Two Coats, Pu Coating Over Entire Grc Surface After Paintingetc Complete As Per The Instructions Of Zoo Consultant And Engineer-In-Charge. The Area For Paymentof Item Will Be Measured As Plain Surface Without Considering Any Undulations. The Rate Shallinclude Cost Of All Specified Materials, Its Transporation, Loading-Unloading, Erection At Allheights And Levels And Operations At All Levels And Heights, Including The Cost Of Centering, Shuttering & Scaffolding, Duties, Taxes And Charges Of All Government, Municipal Or Any Otherstatutory Body Applicable From Time To Time And Nothing Shall Be Paid Extra On Any Account. 93 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 . 94 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. 95 Stone Tile Work For Wall Lining Upto 10 M Height With Special Adhesive Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) , Including Pointing In White Cement With An Admixture Of Pigment To Match The Stone Shade. 8 Mm Thick ( Mirror Polished And Machine Cut Edge ) Granite Stone Of Any Colour And Shade. 96 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:White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps 97 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:White Vitreous China Surgeon Type Wash Basin Of Size 660X460 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps With Elbow Including Operated Levers. 98 Providing And Laying Stamped Concrete As Per Manufacturers Specification In Required Design And Pattern Using Coloured And Textured Cement Including Base Concrete Of 75 Mm Thick In M 30 Grade Cc With Hardner And Approved Colour And Pattern As Per Drawing And Direction Of Engineers Etc Complete. 99 Providing And Fixing 1St Quality Ceramic Glazed Floor 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. 100 Providing And Laying Ceramic Glazed Floor Tiles Of Size 300X300 Mm ( Thickness To Be Specified By The Manufacturer ) , Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Bed Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sq.M Including Pointing The Joints With White Cement And Matching Pigments Etc., Complete. 101 Providing And Laying Vitrified Tiles In Different Sizes ( Thickness To Be Specified By Anufacturer ) , 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 @ 3.3 Kg / Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 500X500 Mm 102 Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design Andpatterns As Per Cpwd Specification 2019, To Be Laid In True Horizontal Level Suspended On Inter-Locking Metalt-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mmthick ( Galvanized@120Gramspersqm Includingbothsides ) Comprising Ofmain-Trunners Of Size 24X38 Mm Of Length 3000 Mm, Cross-Tofsize24x32mmoflength 1200Mmandsecondaryintermediate Cross-Tof Size 24X32 Mm Of Length 600Mm To Formgrid Module Of Size 600 X 600 Mm, Suspended From Ceiling Usinggalvanised Mild Steel Items ( Galvanizing @ 80 Grams Per Sqm ) I.E. 12X50 Mm Long Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto 1000 Mm Length And L-Shape Level Adjuster Of Size 76X25x25x1.6 Mm Fixed With Grid And Z Cleat Of Size 25X37x25x1.6Mm Thick With Precut Hole On Both 25Mm Flange To Pierce Into 12X50mm Or Even Bigger Size Dash Fastener If Require, Fixed With Glavanised Iron Perimeter Wall Angle Or Size 24X24x0.40 Mm Of Length 3000 Mm To Be Fixed On Periphey Wall / Partition With The Help Of Plastic Rawl Plugs At 450Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Workshall Be Carried Out As Per Specifications, Drawing And As Per Directionsof The Engineer-Incharge. With 15 Mm Thick Tegular / Butt Edged Without Perforation Plain / Designer Light Weight Calcium Silicate Anti-Microbial Bio-Safe Coated False Ceiling Tiles Confirming To Jis-Z2801 And Astm G-21 103 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: White Vitreous China Angle Back Wash Basin Size 600 X 480 Mm With Single 15Mm C.P. Brass Pillar Tap 104 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:White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps 105 Providing And Fixing Machine Cut, Mirror / Eggshell Polished , Marble Stone Work For Wall Lining ( Veneer Work ) Including Dado, Skirting, Risers Of Steps Etc., In Required Design And Pattern Wherever Required, Stones Of Different Finished Surface Texture, On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) Laid And Jointed With White Cement Slurry @ 3.3 Kg / Sqm Including Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade, Including Rubbing, Curing, Polishing Etc. All Complete As Per Architectural Drawings, And As Directed By The Engineer-In-Charge.18 Mm Thick Italian Marble Stone Slab, Perlato, Rosso Veronafire Red Or Dark Emperadore Etc. 106 Providing And Laying Rectified Glazed Ceramic Floor Tiles Of Size 300X300 Mm Or More ( Thickness To Be Specified By The Manufacturer ) , Of 1St Quality Conforming To Is : 15622, Of Approved Make, In All Colours, Shades, Except White, Ivory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Jointing With Grey Cement Slurry @ 3.3 Kg / Sqmincluding Pointing The Joints With White Cement And Matching Pigments Etc., Complete. 107 Designing Fees For Artist For Designing The Warli Art Work ( Painting ) As Per Design Provided By The Consultant / Engr Including, At All Height And Locations As Directed By Consultant. The Cost For Paint & Scaffolding Will Be Paid Separatetly. 108 Designing, Providing & Fixing Theme & Conception Based Architectural Feature Workmade Up Of Frp 5 To 6Mm Thk ( Fibre-Reinforced Polymer ( Frp ) / Fibre-Reinforced Plastic, Composite Material Made Of A Polymer Matrix Reinforced With Fibres ) Tribe Totems Size Of 4Fts Etc In Any Pattern As Per Conceptual Design Approved By The Zoo Consultant And User Department. The Work Includes Preparingthe Moulds For Casting ( Or Installation Of Supporting Ms Framework & Mesh Coated With Pu Paint ) , Making The Grc Composite Material, Applying The Material In Moulds / Cast-In Situ, Demoulding Thecured Grc Elements From Moulds, Grinding And Finishing The Demoulded Frp Elements, Fixing At Siteusing Ss Screws, Anchors Viz A Viz, Finishing The Groves And Joints With Frp Mixture, Painting Frp Work As Per Approved Colour Scheme In Two Coats, Pu Coating Over Entire Frp Surface After Paintingetc Complete As Per The Instructions Of Zoo Consultant And Engineer-In-Charge. The Area For Paymentof Item Will Be Measured As In Nos. The Rate Shall Include Cost Of All Specified Materials, Its Transporation, Loading-Unloading, Erection At Allheights And Levels And Operations At All Levels And Heights, Including The Cost Of Centering, Shuttering & Scaffolding, Duties, Taxes And Charges Of All Government, Municipal Or Any Otherstatutory Body Applicable From Time To Time And Nothing Shall Be Paid Extra On Any Account. 109 Designing, Providing & Fixing Theme & Conception Based Architectural Feature Work ( Life Size Humans Sclupture ) Made Up Of Gfrc 25To 30 Mm Thk Having Size 1519Mm Including Coloration And Finishing As Shown In The Design Drawings. ( Composite Mixture Of Whitecement, Alkali Resistant Fiber, Silica Sand, Water Withadmixtures, Pigmented Cured With Acrylic Thermal Plastic ) Look Like Live Humans As Per Conceptual Design Approved By The Zoo Consultant And User Department. The Work Includes Preparingthe Moulds For Casting ( Or Installation Of Supporting Ms Framework & Mesh Coated With Pu Paint ) , Making The Gfrc Composite Material, Applying The Material In Moulds / Cast-In Situ, Demoulding Thecured Gfrc Elements From Moulds, Grinding And Finishing The Demoulded Gfrc Elements, Fixing At Siteusing Ss Screws, Anchors Viz A Viz, Finishing The Groves And Joints With Grc Mixture, Painting Grcwork As Per Approved Colour Scheme In Two Coats, Pu Coating Over Entire Gfrc Surface After Paintingetc Complete As Per The Instructions Of Zoo Consultant And Engineer-In-Charge. The Area For Paymentof Item Will Be Measured As Plain Surface Without Considering Any Undulations. The Rate Shall Include Cost Of All Specified Materials, Its Transporation, Loading-Unloading, Erection At Allheights And Levels And Operations At All Levels And Heights, Including The Cost Of Centering, Shuttering & Scaffolding, Duties, Taxes And Charges Of All Government, Municipal Or Any Otherstatutory Body Applicable From Time To Time And Nothing Shall Be Paid Extra On Any Account. 110 Tensile Structure Designing, Engineering, Supply, Installation & Testing Of Tensile Wire Rope System In Zoo Solutions ( From Firms / Orgnisations / Company Registered In Europe / Usa / Australia ) For Bird Aviary-1 Including But Not Limited To:A. Tensile Wire Rope Mesh System:I ) Design & Engineering Of Tensile Wire Rope System Having Opening Of 25Mm & Having Minimum 1.5 Mm Dia. Of Rope, With Material Group Ss 316 & Higher Grade Confirming To Aisi / Euronorm / Bsi Standards. Please Refer The Architectural Drawing Attached With The Tender. The Paddock Area ( I.E Area To Be Covered Under Wire Rope Mesh ) Is 725 Sqm And Avg. Height Of Wire Rope Mesh System Should Be 11M.Ii ) Static Calculations Of Wire Rope Mesh ( Ss316 & Higher Grade ) , Tension Cables, Ss Tensile Frame Structure ( Ss 316L & Higher Grade ) And Preparation Of Workshop Drawings.Iii ) Testing Of Materials As Suggested By The Engineer-In-Chargeiv ) Installation Of Wire Rope Mesh Over The Primary Structure With All Fittings Necessary For Installation, As Per Approved Workshop Drawings Including Installation Tools And Accessories, Safety Equipment On-Site Etc Complete.B. Submission Of Structural Stability Certificate.The Price Is Inclusive Of All Taxes / Levies, Gst, Import Duty, Freight, Octroi & Transportation Up To Site, Loading-Unloading & Material Handling Charges, Installation, Scafolding, Making Any Arrangement For Completion Of Entire Job Etc Complete. 111 Graphic SignageSProviding Retro-Reflective Regulatory Sign Board Of Size 900 Mm Dia Meter Made Out Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity Encapsulated Lens Type Retro -Reflective Sheeting As Approved By Engineer-In-Charge . Letter, Symbols, Borders Etc. Will Be As Per Irc - 67 With Required Colour Scheme On The Boards And With The High Intensity Grade A. The Aluminium Sheet Tobe Riveted To M.S. Frame Of Angle Iron Of Size 40X40x4 Mm. The Boards Will Be Fixed To 1 No. 50X50 Mm Square Post Made Of M.S. Angle 50X50x4 Mm, 4 M Long Welded To The Frame With Adequate Anti-Theft Arrangement .Sheet Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Over An Under Coat ( Primer ) And Back Side Of Aluminium Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Including Appropriate Priming Coat Complete In All Respects As Per Direction Of Engineer-In-Charge. 112 FurnitureHigh Back Chair: Providing And Supplying Center Pivot, Revolving, High Back Chair Depth-45Cm, Width-50Cm, Height-121Cm To 131Cm & Seat Height-45Cm To 55Cm. ( + / - 2Cm ) With Five Legged Metal / Moulded Nylon Base With Push Back Arrangement. Chairs Shall Have High Density Moulded , 360 Revolving On Suitable Base, Gas Lift , Heavy Duty Twin Wheel Castors To Take Min 80 Kg / Castor With Two - Pneumatic Height Adjustment One Piece Moulded Type Polypropylene Armrest. The Chair Shall Be Provided With Approved Tapestry Upto Rs 300 / M With Necessary Beading Wherever Required. All Metal Work Shall Be Epoxy Polyster Powder Coated. 113 Mid Back Chair: Providing And Supplying Center Pivot, Revolving, Mid Back Chair Depth-45Cm, Width-50Cm, Height-105Cm To 115Cm & Seat Height-45Cm To 55Cm. ( + / - 2Cm ) With Five Legged Metal / Moulded Nylon Base With Push Back Arrangement. Chairs Shall Have High Density Moulded , 360 Revolving On Suitable Base, Gas Lift , Heavy Duty Twin Wheel Castors To Take Min 80 Kg / Castor With Two - Pneumatic Height Adjustment One Piece Moulded Type Polypropylene Armrest. The Chair Shall Be Provided With Approved Tapestry Upto Rs 300 / M With Necessary Beading Wherever Required. All Metal Work Shall Be Epoxy Polyster Powder Coated. 114 Low Back Chair: Providing And Supplying Center Pivot, Revolving, Low Back Chair Depth45cm, Width-50Cm, Height-81Cm To 91Cm & Seat Height-45Cm To 55Cm. ( + / - 2Cm ) With Five Legged Metal / Moulded Nylon Base With Push Back Arrangement. Chairs Shall Have High Density Moulded , 360 Revolving On Suitable Base, Gas Lift , Heavy Duty Twin Wheel Castors To Take Min 80 Kg / Castor With Two - Pneumatic Height Adjustment One Piece Moulded Type Polypropylene Armrest. The Chair Shall Be Provided With Approved Tapestry Upto Rs 300 / M With Necessary Beading Wherever Required. All Metal Work Shall Be Epoxy Polyster Powder Coated. 115 Providing & Supplying Reception Table-2 Size 1800 X 825 X 1050Mm Height With Following Specification, Top Made Out Of 12Mm Thick. Bevelled Toughened Float Glass Resting On 18Mm Thick. Marine Ply & 37Mm Vertical L Sides. Table Externally Finish With 3Mm Thick. Group Match Veneer Finished With Pu Coating Internal Surfaces Of Drawer To Be Finished With 1Mm Thick. White Laminate & Modesty 10Mm Thick, Bevelled Toughened Float Glass On Apron With S.S Studs As Direction Of Zoo Consultant And Pwd Engineer Including Following Accessories. I ) One No Of Mobile Pedestal Of Size 450X450x67mm With Same Finish As That Of Table Mounted On Casters Consisting Of Two Small Drawer And One Filing Drawer With Handle & Locking Arrangement Of Fafle Make Or Approved Equivalent. Ii ) One Key Board Drawer Metallic Powder Coated ( Innofit Make ) With Mouse Pad. Iii ) One Cpu Trolley Made Out Of M.S Powder Coated Mounted On Lockable Casters. Iv ) Provision Of Necessary Wire Management As Directed. 116 Providing And Fixing Overhead Cabinets With Shutters Of Any Height And Depth Up To 1800 X 900 X450 Mm In Sizemade Of 19 Mm Anchor Marine Plywood With Approved Make 2 Mm Thick Laminate Face On All External, Internal Surfaces And / Or With Matching White / Steam Beech Lipping With Melamine Polish On All Edges, With S.S Handles, Hinges Etc. Complete. 117 Providing High Back Chair. The Seat And Back Shall Be Made Up Of 1.2 ±0.1Cm. Thick Hot-Press`Ed Plywood Measured As Per Qa Method Described In Ocp-Qlta-P14-18 And Upholstered With Fabric Upholstery Covers And Moulded Polyurethane Foam. The Back Foam Shall Be Designed With Contoured Lumbar Support For Extra Comfort. The Seat Shall Be Extra Thick Foam On Front Edge To Give Comfort To Popliteal Area. The Dimensions Of Back Shall Be 47.5 Cm ( W ) X 58.0 Cm ( H ) And Of Seat Shall Be 47.0 Cm ( W ) X 48.0 Cm ( D ) . The Hr Polyurethane Foam Shall Be Moulded With Density= 45±2 Kg / M3 And Hardness Load 16 ± 2 Kgf As. Per Is:7888 For 25% Compression. The One-Piece Armrests Shall Be Injection Moulded From Black Co.Polymer Polypropylene. The Mechanism Shall Be Designed With 360° Revolving Type, Upright-Position Locking, Tilt Tension Adjustment, Seat / Back Tilting Ratio Of 1:3. The Pneumatic Height Adjustment Shall Has An Adjustment Stroke Of 12.0 ±0.3Cm. The Bellow Shall Be 3 Piece Telescopic Type And Injection Moulded In Black Polypropylene. The Pedestal Shall Be Injection Moulded In Black 33% Glass-Filled Nylon-66 And Fitted With 5 Nos. Twin Wheel Castors. The Pedestal Shall Be 66.3 ±0.5Cm. Pitch-Center Dia. ( 76.3 ±1.0Cm With Castors ) . The Twin Wheel Castors Shall Be Injection Moulded In Black Nylon. Overall Dimensions Of Chair Shall Be Seat Height - Min 42.5 To Max 54.5Cm, Height - Min85.5 To Max 97.5Cm, Width & Depth Of Chair As Measured From Pedestal - Width-76.3 Cm And Depth-76.3 Cm. 118 Providing Medium Back Chair. The Seat And Back Shall Be Made From 1.2 ±0.1Cm Thk. Hot Pressed Plywood Measured As Per Qa Method Described In Ocp-Qlta-P14-18 And Shall Be Upholstered With Fabric And Moulded Polyurethane Foam Together With Seat And Back Covers. The Back Foam Shall Be Designed With Contoured Lumbar Support For Extra Comfort. The Dimensions Of Seat Shall Be 45.0Cm ( W ) X 42.0Cm. ( D ) And Of Back Shall Be 40.0Cm ( W ) X 47.0Cm. ( H ) . The Seat And Back Covers Shall Be Injection Moulded In Black Co-Polymer Polypropylene. The Hr Polyurethane Foam Shall Be Moulded With Density.=45±2.Kg / M3 And Hardness Load 16±2 Kgf As Per Is:7888.For 25% Compression. The One-Piece Armrests Are Injection Moulded From Black Nylon. The Armrests Are Fitted To The Seat With Armrest Connecting Brackets Made Of 0.5 ± 0.05 Em. Thk. Hr Steel. The Permanent Contact Mechanism Shall Be Designed With 360° Revolving Type, 14±2°Maximum Back Tilt Only, Upright Position Locking, Tilt Tension Adjustment. The Pneumatic Height Adjustment Shall Has An Adjustment Stroke Of 11.0 ±0.3Cm. The Bellow Shall Be 3 Piece Telescopic Type And Injection Moulded In Black Polypropylene. The Pedestal Shall Be Injection Moulded In Black 30% Glass-Filled Nylon And Fitted With 5 Nos. Twin Wheel Castors. The Pedestal Shall Be 62.0 ±0.5Cm. Pitch-Centre Dia. ( 72.0 ±1.0Cm With Castors ) . The Twin Wheel Castors Shall Be Injection Moulded In Black Nylon. Overall Dimensions Of Chair Shall Be Seat Height - Min 43.0 To Max 54.0Cm, Height - Min87.5 To Max 98.5Cm, Width & Depth Of Chair As Measured From Pedestal - Width-71.0 Cm And Depth-71.0 Cm. 119 Providing Glass Door Storwel ( S-01 ) Glass Door Storwel ( S-01 ) Shall Have An Overall Size Of 916Mm ( W ) X486mm ( D ) X1980mm ( H ) With Welded Construction. It Should Have Shelf Thickness Of 0.7 Mm, Back Thickness Of 0.8Mm, Door Thickness Of 0.8Mm ( High Yield Strength ) And All Other Components Shall Have A Thickness Of 0.9Mm. These Components Shall Be Made Of Crca ‘D’ Grade High Yield Strength As Per Is:513. The Glass Door Storwel. Shall Have A Brass Handle And A 2 Way Locking Mechanism With Shooting Bolt . It Should Have A Height Wise Adjustable Shelf Mounting Which Shall Have A Uniformly Distributed Load Capacity Of Max 40 Kg. It Should Also Have A M10 Screw Type Leveller With Hex Plastic Base. The Finishing Shall Include Epoxy Powder Coated To The Thickness Of 50 Microns ( + / - 10 ) . Plenty Of Colour Options And Shelving Options Shall Be Available. 120 Providing Storwel Plain.Storwel Plain ( S-02 ) Shall Have An Overall Size Of 916Mm ( W ) X486mm ( D ) X1980mm ( H ) With Welded Construction. It Should Have The Shelf Thickness Of 0.7 Mm, Back Thickness Of 0.8Mm, Door Thickness Of Wise Adjustable Shelf Mounting Which Shall Have A Uniformly Distributed Load Capacity Of Max 40 Kg. It Should Also Have A M10 Screw Type Leveller With Hex Plastic Base. The Finishing Shall Include Epoxy Powder Coated To The Thickness Of 50 Microns ( + / - 10 ) . Plenty Of Colour Options And Shelving Options Shall Be Available. Wise Adjustable Shelf Mounting Which Shall Have A Uniformly Distributed Load Capacity Of Max 40 Kg. It Should Also Have A M10 Screw Type Leveller With Hex Plastic Base. The Finishing Shall Include Epoxy Powder Coated To The Thickness Of 50 Microns ( + / - 10 ) . Plenty Of Colour Options And Shelving Options Shall Be Available. 121 Providing And Fixing Of Modular Table Of Required Size. Table Top Shall Be Made Of 25Mm Thick Plain Particle Board ( Interior Grade ) , Fire Retardent Laminate On All Sides / Surfaces. Sides In 25Mm Pre Laminate Particle Boards ( Interior Grade ) . All Boards Components Like Top, Sides Etc. Are Finished With 2Mm Thick Machine Pressed Pvc Edge Banding In Matching Colour. ( Rehau Make / Or Equivalent ) For Better Impact Resistance. Other Components Like Modesty Panels Of 600Mm Height ( Apron ) Shall Be Made Of 18Mm Thick Both Side Pre Laminated Particle Board ( Interior Grade ) In Approved Colour And Shade As Per Pre-Approved Sample. 1200 X 600 X 750 122 Providing And Fixing Of Aquaguard Hi-Flow Water Filter-Cum-Purifier With Accessories With Angular Cock Of Jaquar Make Continental Series, Flexible Connector 1 / 2Inch & As All Other Necessary Fittings Complete And As Directed 123 Providing And Supplying Wooden Sofa Made With Minimum 19Mm. Ply Structure And Internal Frame Work Made Of C.P. Teak / Maranti Wood Seat Made With Minimum 19Mm. Ply And Cushion Made With Foam Of 150Mm Thick - 32 Density On Seat Covered With 14Mm Thick - 18 Density Foam. Back Made With Wooden Frame Of Minimum 50Mm X 40Mm With 4 Mm. Ply And Covered With Foam Of 100Mm Thick - 32 Densities Covered With 14Mm Thick - 18 Density Foam For Back Extra Support To The Shape All Foam Of Seat And Back Covered With Tapestry Approved By E-I-Charge. ( Basic Rate Rs. 450 / - Metre. ) Handle Made With Wooden Frame With Box Of 12Mm. Ply Covered With 14Mm Thick - 18 Density Foam With Tapestry.1 Seater 124 Providing And Supplying Wooden Sofa Made With Minimum 19Mm. Ply Structure And Internal Frame Work Made Of C.P. Teak / Maranti Wood Seat Made With Minimum 19Mm. Ply And Cushion Made With Foam Of 150Mm Thick - 32 Density On Seat Covered With 14Mm Thick - 18 Density Foam. Back Made With Wooden Frame Of Minimum 50Mm X 40Mm With 4 Mm. Ply And Covered With Foam Of 100Mm Thick - 32 Densities Covered With 14Mm Thick - 18 Density Foam For Back Extra Support To The Shape All Foam Of Seat And Back Covered With Tapestry Approved By E-I-Charge. ( Basic Rate Rs. 450 / - Metre. ) Handle Made With Wooden Frame With Box Of 12Mm. Ply Covered With 14Mm Thick - 18 Density Foam With Tapestry.2 Seater 125 Providing And Supplying Wooden Sofa Made With Minimum 19Mm. Ply Structure And Internal Frame Work Made Of C.P. Teak / Maranti Wood Seat Made With Minimum 19Mm. Ply And Cushion Made With Foam Of 150Mm Thick - 32 Density On Seat Covered With 14Mm Thick - 18 Density Foam. Back Made With Wooden Frame Of Minimum 50Mm X 40Mm With 4 Mm. Ply And Covered With Foam Of 100Mm Thick - 32 Densities Covered With 14Mm Thick - 18 Density Foam For Back Extra Support To The Shape All Foam Of Seat And Back Covered With Tapestry Approved By E-I-Charge. ( Basic Rate Rs. 450 / - Metre. ) Handle Made With Wooden Frame With Box Of 12Mm. Ply Covered With 14Mm Thick - 18 Density Foam With Tapestry.3 Seater 126 Supply And Installation Auditorium Chairproviding, Supplying And Fixing Of Approved Quality / Make Executive Theatre Chair With Handle And Self Tip Up Mechanism Seat And Back Frames Shall Be Made Out Of Erw Tube Fabric . Arm Rest Without Cup Holder In Graded Plastic, Seating Arrangement Numbering Shall Be Clearly Visible And Of Approved Make. All Structural Connections, Tapestry Cushion Etc. Shall Be As Per Architects Details And Shall Be As Instructed By The Engineer-In-Charge Or His Authorized Agent / Consultant. 127 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. Granite Stone Slab Colour Black, Cherry / Ruby Red. Area Of Slab Over 0.5 Sqm. 128 Providing And Fixing Dining Table Of Overall S.S ( Is 6911:1992 ) , Grade Of Steel 304, Thickness Of The Table Is 40 Mm Structure Top To Be Of S.S 18 Swg 304, Grit. Under Structure To Be Vertical Poles Of 50 Mmdia ( 16 Gauge 304 Grade ) And Top And Bottomsupporting Frame Structure To Be 50 X 50 Mm Square Tube Etc. Complete. Glide Shall Be Of Plastic Fixed At The Under Structure To Prevent The Damage Of Tabletop During Stacking. Legs Shall Be Of Ss And 38 Mm Dia ( 16 Gauge 304 Grades ) . Pipe Legs Are Fixed With Under Structure And Table Top Etc. Complete. 4 Seater 1200 X 1000 X 750 129 Providing And Fixing Dining Table Of Overall S.S ( Is 6911:1992 ) , Grade Of Steel 304, Thickness Of The Table Is 40 Mm Structure Top To Be Of S.S 18 Swg 304, Grit. Under Structure To Be Vertical Poles Of 50 Mm Dia ( 16 Gauge 304 Grade ) And Top And Bottomsupporting Frame Structure To Be 50 X 50 Mm Square Tube Etc. Complete. Glide Shall Be Of Plastic Fixed At The Under Structure To Prevent The Damage Of Table Top During Stacking. Legs Shall Be Of Ss And 38 Mm Dia ( 16 Gauge 304 Grades ) . Pipe Legs Are Fixed With Under Structure And Table Top Etc. Complete.6 Seater 1800 X 1000 X 750 130 Providing Table Top Of Required Size Fixed At A Standard Table Top Height Of Upto750mm Min ( Including Table Top Thickness ) . Table Top Shall Be Made Of 25Mm Thick Marine Ply ( Is 710 : 2010 ) , Fire Retardent Laminate On All Sides / Surfaces. All Edges Of The Work Surface Shall Be Provided With Machine Pressed Pvc Edge Banding Of 2Mm Thickness Etc. Complete. Table Top To Be Principally Mounted From The Partition Frame With Suitable Ms Powder Coated Brackets Which Should Be Integrated Into The Partition Frame. Gable End Supports Of Approved Profile And Design Between Tables Consisting Of 18Mm Marine Ply ( Is 710 : 2010 ) Panels Duly Edge Bound ( To Be Integrated With The Partition. Adjustablelevellers To Be Provided To Supports. ) Etc. Complete.1800 X 600 & Side 1050 X 600 131 Site Clearance To Carry Out Total Station Survey Of The Plot Boundary, Visitor Road, Service Road, Proposed Buildings, And There Levels With Reference To Existing Co-Ordinate System By Establishing Control Stations By Establishing Temporary Bench Mark From Permanent Bench Mark, Marking Centre Line Of The Road And Other Buildings, Boundaries Etc By Nails, Carrying Out Detailed Levelling, Plotting Cross Sections Longitudinally At 20 Mtr. Intervals With Levels At Every 4 Mtr. Cross Distance, Preparing Drawings On Auto Cad To The Scale Of 1:500 And Supplying 2 Hard Copies And 1 Soft Copy In C.D. Form. Etc.Complete Asdirected By Site Engineer / Consultant. 132 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201.By Manual Means. In Area Of Non Thorny Jungle 133 Clearing And Grubbing Road Land Including Uprooting Wild Vegetation, Grass, Bushes, Shrubs, Saplings And Trees Of Girth Upto 300 Mm, Removal Of Stumps Of Such Trees Cut Earlier And Disposal Of Unserviceable Materials And Stacking Of Serviceable Material To Be Used Or Auctioned, Upto A Lead Of 1000 M Including Removal And Disposal Of Top Organic Soil Not Exceeding 150 Mm In Thickness As Per Technical Specification Clause 201.By Manual Means.In Area Of Thorny Jungle 134 Clearing And Grubbing Road Land Including Uprooting Rank Vegetation, Grass, Bushes, Shrubs, Saplings Andtrees Girth Up To 300 Mm, Removal Of Stumps Of Treescut Earlier And Disposal Of Unserviceable Materialsand Stacking Of Serviceable Materials To Beused Orauctioned Up To Lead Of 1000Metres Includingremoval And Disposal Of Top Organic Soil Notexceeding 150Mm Thickness.By Mechanical Means :In Area Of Thorny Jungle 135 Cutting Of Trees Including Cutting Of Trunks, Branches And Removal Of Stumps Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps & Roots Refilling Compaction Of Backfilling And Stacking Of Serviceable Material By Roots, Refilling, Compaction Of Backfilling And Stacking Of Serviceable Material By Manual Means With All Lifts As Per Technical Specification Clause 201. Lead Upto 100 Mgirth From 300 Mm To 600 Mm 136 Cutting Of Trees Including Cutting Of Trunks, Branches And Removal Of Stumps Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps & Roots Refilling Compaction Of Backfilling And Stacking Of Serviceable Material By Roots, Refilling, Compaction Of Backfilling And Stacking Of Serviceable Material By Manual Means With All Lifts As Per Technical Specification Clause 201. Lead Upto 100 Mgirth From 600 Mm To 900 Mm 137 Cutting Of Trees Including Cutting Of Trunks, Branches And Removal Of Stumps Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps & Roots Refilling Compaction Of Backfilling And Stacking Of Serviceable Material By Roots, Refilling, Compaction Of Backfilling And Stacking Of Serviceable Material By Manual Means With All Lifts As Per Technical Specification Clause 201. Lead Upto 100 Mgirth From 900 Mm To 1800 Mm 138 Uprooting And Removing Stumps & Roots : Uprooting And Removing Stumps & Roots, Compaction Of Backfilling And Staking Of Servicable Material By Manual Means As Per Technical Specification Clause 201. Lead Upto 1000 M Girth Above 300 Mm To 600 Mm 139 Uprooting And Removing Stumps & Roots : Uprooting And Removing Stumps & Roots, Compaction Of Backfilling And Staking Of Servicable Material By Manual Means As Per Technical Specification Clause 201. Lead Upto 1000 Mgirth Above 600 Mm To 900 Mm 140 Uprooting And Removing Stumps & Roots : Uprooting And Removing Stumps & Roots, Compaction Of Backfilling And Staking Of Servicable Material By Manual Means As Per Technical Specification Clause 201. Lead Upto 1000 Mgirth Above 900 Mm To 1800 Mm 141 Removal Of Telephone / Electric Poles With Wires Including Excavation And Dismantling Of Foundation Concrete And Lines Under The Supervision Of Concerned Department, Disposal With All Lifts And Upto A Lead Of 1000 M And Stacking The Serviceable And Unserviceable Material Separately As Per Technical Specification Clause 202. 142 Excavation In Ordinary Soilexcavation In Soilwithdozer With Lead Upto 100 M Excavation For Roadway In Soil By Mechanical Means Including Cutting And Pushing The Earth To Site Of Embankment Upto A Distance Of 100 M, Including Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross-Sections. 143 Excavation In Ordinary Soilexcavation In Soil Using Hydraulic Excavator And Tippers With Disposal Upto 1000 Mexcavation For Roadwork In Soil With Hydraulic Excavator Of 0.9 Cum Bucket Capacity Including Cutting And Loading In Tippers, Trimming Bottom And Side Slopes, In Accordance With Requirements Of Lines, Grades And Cross-Sections, And Transporting To The Embankment Location With A Lift Upto 1.5 M And Lead Upto 1000 M As Per Technical Specification Clause 302.3 144 Removal Of Unsuitable Soil Including Excavation, Loading And Disposal Upto 1000M Lead But Excluding Compaction Ground Supporting Embankment Subgrade Replacement By Suitable Soil, Which Shall Be Paid Separately As Per Clause 303.5.2 As Per Technical Specification Clause 302.3.11 145 Construction Of Embankment With Material Obtained From Roadway Cutting Construction Of Embankment With Approved Materials Deposited At Site From Roadway Cutting And Excavation From Drain And Foundation Of Other Structures Graded And Compacted To Meet Requirement Of Tables 300.1 And 300.2 As Per Technical Specification Clause 301.5 146 Excavation For Roadway In Hard Rock ( Blasting Prohibited ) With Rock Breakers Including Breaking Rock, Loading In Tippers And Disposal With A Lift Upto 1.5 M And Lead Upto 200 Metres, Trimming Bottom And Side Slopes In Accordance With Requirements Of Lines, Grades And Cross- Sections As Per Technical Specification Clause 302.3.5 Mechanical Means 147 Construction Of Subgrade And Earthen Shoulders With Approved Material Obtained From Borrow Pits With All Lifts And Leads, Transporting To Site, Spreading, Grading To Required Slope And Compacted To Meet Requirement Of Table 300.2 With Lead Upto 1000 M As Per Technical Specification Clause 303.1. Govt. Land 148 Compacting Original Ground Supporting Embankment Loosening, Levelling And Compacting Original Ground Supporting Embankment To Facilitate Placement Of First Layer Of Embankment, Scarified To A Depth Of 150 Mm, Mixed With Water At Omc And Then Compacted By Rolling So As To Achieve Minimum Dry Density As Given In Tables 300.1 And 300.2 For Embankment Construction As Per Technical Specification Clause 301.4.1. 149 Surface Drains In Soil Construction Of Unlined Surface Drains Of Average Cross-Sectional Area 0.40 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankment With A Lift Upto 3M And Lead Of 50 M ( Average Lead 25 M ) As Per Technical Specification Clause 307 Manual Means 150 Surface Drains In Soil Construction Of Unlined Surface Drains Of Average Cross-Sectional Area 0.40 Sqm In Soil To Specified Lines, Grades, Levels And Dimensions. Excavated Material To Be Used In Embankment With A Lift Upto 3M And Lead Of 50 M ( Average Lead 25 M ) As Per Technical Specification Clause 307 Mechanical Means 151 Granular Sub-Base With Close Graded Material ( Table:- 400-1 ) Plant Mix Method ( Construction Of Granular Sub-Base ( Ktr ) By Providing Close Graded Material, Mixing In A Mechanical Mix Plant At Omc, Carriage Of Mixed Material To Work Site, Spreading In Uniform Layers With Motor Grader On Prepared Surface And Compacting With Vibratory Power Roller To Achieve The Desired Density, Complete As Per Cl. 401 ( Including Cost Of Testing Of Materials At Site And Laboratory As Directed By The Deptt. ) For Grading- I Material 152 Granular Sub-Base With Coarse Graded Material ( Table:- 400- 2 ) ( Construction Of Granular Sub-Base ( Gsb ) By Providing Coarse Graded Material, Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Cl. 401 For Grading- I Material 153 Cement Treated Soil Sub Base / Base ( Providing, Laying And Spreading Soil On A Prepared Sub Grade, Pulverising, Adding The Designed Quantity Of Cement To The Spread Soil, Mixing In Place With Rotavator, Grading With The Motor Grader And Compacting With The Road Roller At Omc To Achieve The Desired Unconfined Compressive Strength And To Form A Layer Of Sub Base / Base. ) 154 Penetration Coat Over Top Layer Of Crushed Cement Concrete Base ( Spraying Of Bitumen Over Cleaned Dry Surface Of Crushed Cement Concrete Base At The Rate Of 25 Kg Per 10 Sqm By A Bitumen Pressure Distributor, Spreading Of Key Aggregates At The Rate Of 0.13 Cum Per 10 Sqm By A Mechanical Gritter And Rolling The Surface As Per 506.3.8 155 Water Bound Macadam ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Booming Requisite Type Of Screening / Binding Material To Fillup The Interstices Of Coarse Aggregate, Watering And Compacting To The Reqd. Density ( With An Initial Lead Of 5.0 Km. ) By Manual Meansgrading-I. Using Screening Crushable Type Such As Moorum Or Gravel 156 Water Bound Macadam ( Wbm ) ( Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With Vibratory Roller 8-10 Tonnes In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening / Binding Material To Fillup The Interstices Of Coarse Aggregate, Watering And Compacting To The Reqd. Density ( With An Initial Lead Of 5.0 Km. ) By Mechanical Means: Grading- I Using Screening Crushable Type Such As Moorum 157 Prime Coat ( Providing And Applying Primer Coat With Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.60 Kg / Sqm Using Mechanical Means. ) ( Including Cost Of Testing Of Materials At Site And Laboratory As Directed By The Deptt. ) With Bitumen Emulsion-Css-1H 158 Tack Coatproviding And Applying Tack Coat With Bitumen Emulsion Using Emulsion Pressure Distributor At The Rate Of 0.20 Kg Per Sqm On The Prepared Bituminous / Granular Surface Cleaned With Mechanical Broom. ( Including Cost Of Testing Of Materials At Site And Laboratory As Directed By The Deptt. ) With Bitumen Emulsion Css-1H Granular Surfaces Treated With Primer 159 Bituminous Macadam ( Bm ) ( Providing And Laying Bituminous Macadam With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading Premixed With Bituminous Binder, Transported To Site, Laid Over A Pr ( Including Carriage Of Mixed Materials Up To 10.0 Km Initial Lead From Mixing Plant ) ( Including Cost Of Testing Of Materials At Site And Laboratory As Directed By The Deptt. ) With Anti Stripping Agent As Per Is:14982 ( Refer Appendix-5 Of Mosrt&H Specification ) With 60 / 70 Or Vg-30 Grade Paved Bitumen For Grading I ( 40 Mm Nominal Size ) 160 Dense Graded Bituminous Macadam ( Dgbm ) ( Providing And Laying Dense Bituminous Macadam With 100-120 Tph Batch Type Hmp Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.0 To 4.5% By Weight Of Total Mix And Filler Transporting The Hot Miox To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Reqd. Grade, Lavel And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Mosrt&H Cl. No. 507. Complete In All Respect. ( Including Carriage Of Mixed Materials Up To 10.0 Km Initial Lead From Mixing Plant ) ( Including Cost Of Testing Of Materials At Site And Laboratory As Directed By The Deptt. ) With Hydrated Lime / Cement As Filler ( Refer Table 500-9 Of Mosrt&H Specification ) With 60 / 70 Or Vg-30 Grade Bitumen For Grading I ( 40 Mm Nominal Size ) 161 Bituminous Concrete ( Bc ) ( Providing And Laying Bituminous Concrete With 100-120 Tph Batch Type Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 5.4 To 5.6 % Of Mix And Filler Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Reqd. Grade, Lavel And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Mosrt&H Cl. No.509. Complete In All Respect. ( Including Carriage Of Mixed Materials Up To 10.0 Km Initial Lead From Mixing Plant ) ( Including Cost Of Testing Of Materials At Site And Laboratory As Directed By The Deptt. ) With Hydrated Lime / Cement As Filler ( Refer Table 500-9 Of Mosrt&H Specification ) With 60 / 70 Or Vg-30 Grade Bitumen For Grading-I ( 19 Mm Nominal Size ) 162 Cement Concrete Pavement Dry Lean Cement Concrete Sub- Base ( Construction Of Dry Lean Cement Concrete Subbase Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600:1 , Cement Concrete Not To Be Less Than 150Kg / Cum, Optimum Moisture Content To Be Determined During The Trial Length Construction, Concrete Strength Not To Be Less Than 10Mpa At 7 Days, Mixed In A Batching Plant, Transported To The Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. ) ( Including Carriage Of Mixed Materials Up To 10.0 Km Initial Lead From Mixing Plant. ) 163 Cement Concrete Pavement ( Construction Of Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed With Recron 3S Fibre Of Reliance Industries Ltd. Or Its Equivalent @ 0.125 Kg. Per Bag Of Cement Mixed In A Batching And Mixing Plant As Per Approved Mixed Design, Transported To The Site, Laid With A Fixed Form Or Slip Form Paver, Spread , Compacted And Finished In A Continuous Operation Includuing Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Seperation Membrane, Sealentprimer, Sealent Joint , Debonding Strips Dowel Bar, Tie Rod, Admixured As Approved, Curing Compopund, Finishing To Lines And Grades As Per Drawing. ( Including Carriage Of Mixed Materials Up To 10.0 Km Initial Lead From Mixing Plant. ) As Diected By The Department Complete At All Levels. 164 Geosynthetics Andreinforced Earthsub-Surface Drain With Geotextiles : Construction Of Sub Surface Drain 200 Mm Dia Using Geotextiles Treated With Carbon Black With Physical Properties As Given In Clause 702.2.3 Formed In To A Stable Network And A Planar Geocomposite Structure, Joints Wrapped With Geotextile To Prevent Ingress Of Soil All As Per Clause 702 And Approved Drawing Including Excavation And Back Filling. 165 Reinforced Earth Retaining Wall ( Reinforced Earth Retaining Walls Have Four Main Components As Under: A ) Excavation For Foundation, Foundation Concrete And Cement Concrete Grooved Seating In The Foundation For Facing Elements ( Facia Material ) . B ) Facia Material And Its Placement. ‘C ) Assembling, Joining With Facing Elements And Laying Of The Reinforcing Elements.’D ) Earth Fill With Granular Material Which Is To Be Retained By The Wall. Facing Elements Of Rcc. 166 Assembling, Joining And Laying Of Reinforcing Elements. With Reinforcing Element Of Steel / Aluminium Strips / Polymeric Strips.Galvanised Carbon Steel Strips 167 Cast In Situ Cement Concrete M20 Kerb ( Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Pcc On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Laid Manually, All Complete As Per Clause 408. Using Concrete Batching And Mixing Plant 168 Cast In Situ Cement Concrete M 20 Kerb With Channel ( Construction Of Cement Concrete Kerb With Channel With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Pcc On M10 Grade Foundation 150 Mm Thick, Kerb Channel 300 Mm Wide, 50 Mm Thick In Pcc M20 Grade , Sloped Towardsthe Kerb, Kerb Stone With Channel Laid With Kerb Laying Machine, Foundation Concrete Manually All Complete As Per Clause 408. ) Using Concrete Batching And Mixing Plant 169 Retro Reflectorised Traffic Sign: Providing And Erecting Of Retro-Reflectrorised Cautionary, Mandatory & Informatory Sign As Per Irc: 67 Made Of High Intensity Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Fixed On An Angle Iron Of 25X25x4mm Supported On A Mild Steel Angle Iron Post 75Mm X 75Mm X 6Mm Firmly Fixed To The Ground By Means Of Properly Design Foundation With M-15 Grade Cement Concrete 45Cm X 45Cm X 60Cm, 60Cm Below Ground Level As Per Approved Drawing And Sign. ( All The Steel Work Must Be Tata / Sail / Or Any Other Approved Brand ) 90Cm Equilateral Traingle 170 Retro Reflectorised Traffic Sign: Providing And Erecting Of Retro-Reflectrorised Cautionary, Mandatory & Informatory Sign As Per Irc: 67 Made Of High Intensity Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Fixed On An Angle Iron Of 25X25x4mm Supported On A Mild Steel Angle Iron Post 75Mm X 75Mm X 6Mm Firmly Fixed To The Ground By Means Of Properly Design Foundation With M-15 Grade Cement Concrete 45Cm X 45Cm X 60Cm, 60Cm Below Ground Level As Per Approved Drawing And Sign. ( All The Steel Work Must Be Tata / Sail / Or Any Other Approved Brand ) 60Cm Equilateral Traingle 171 Retro Reflectorised Traffic Sign: Providing And Erecting Of Retro-Reflectrorised Cautionary, Mandatory & Informatory Sign As Per Irc: 67 Made Of High Intensity Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Fixed On An Angle Iron Of 25X25x4mm Supported On A Mild Steel Angle Iron Post 75Mm X 75Mm X 6Mm Firmly Fixed To The Ground By Means Of Properly Design Foundation With M-15 Grade Cement Concrete 45Cm X 45Cm X 60Cm, 60Cm Below Ground Level As Per Approved Drawing And Sign. ( All The Steel Work Must Be Tata / Sail / Or Any Other Approved Brand ) 60Cm Circular 172 Retro Reflectorised Traffic Sign: Providing And Erecting Of Retro-Reflectrorised Cautionary, Mandatory & Informatory Sign As Per Irc: 67 Made Of High Intensity Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Fixed On An Angle Iron Of 25X25x4mm Supported On A Mild Steel Angle Iron Post 75Mm X 75Mm X 6Mm Firmly Fixed To The Ground By Means Of Properly Design Foundation With M-15 Grade Cement Concrete 45Cm X 45Cm X 60Cm, 60Cm Below Ground Level As Per Approved Drawing And Sign. ( All The Steel Work Must Be Tata / Sail / Or Any Other Approved Brand ) 80Cmm X 60 Cm Rectangular 173 Retro Reflectorised Traffic Sign: Providing And Erecting Of Retro-Reflectrorised Cautionary, Mandatory & Informatory Sign As Per Irc: 67 Made Of High Intensity Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Fixed On An Angle Iron Of 25X25x4mm Supported On A Mild Steel Angle Iron Post 75Mm X 75Mm X 6Mm Firmly Fixed To The Ground By Means Of Properly Design Foundation With M-15 Grade Cement Concrete 45Cm X 45Cm X 60Cm, 60Cm Below Ground Level As Per Approved Drawing And Sign. ( All The Steel Work Must Be Tata / Sail / Or Any Other Approved Brand ) 60Cmm X 45 Cm Rectangular 174 Retro Reflectorised Traffic Sign: Providing And Erecting Of Retro-Reflectrorised Cautionary, Mandatory & Informatory Sign As Per Irc: 67 Made Of High Intensity Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Fixed On An Angle Iron Of 25X25x4mm Supported On A Mild Steel Angle Iron Post 75Mm X 75Mm X 6Mm Firmly Fixed To The Ground By Means Of Properly Design Foundation With M-15 Grade Cement Concrete 45Cm X 45Cm X 60Cm, 60Cm Below Ground Level As Per Approved Drawing And Sign. ( All The Steel Work Must Be Tata / Sail / Or Any Other Approved Brand ) 60Cmm X 60 Cm Square 175 Retro Reflectorised Traffic Sign: Providing And Erecting Of Retro-Reflectrorised Cautionary, Mandatory & Informatory Sign As Per Irc: 67 Made Of High Intensity Encapsulated Lens Type Reflective Sheeting Vide Clause 801.3, Fixed Over Aluminium Sheeting, 2 Mm Thick Fixed On An Angle Iron Of 25X25x4mm Supported On A Mild Steel Angle Iron Post 75Mm X 75Mm X 6Mm Firmly Fixed To The Ground By Means Of Properly Design Foundation With M-15 Grade Cement Concrete 45Cm X 45Cm X 60Cm, 60Cm Below Ground Level As Per Approved Drawing And Sign. ( All The Steel Work Must Be Tata / Sail / Or Any Other Approved Brand ) 90Cm High Octagon 176 Painting Lines, Dashes, Arrows Etc On Roads In Two Coats On New Work ( Painting Lines, Dashes, Arrows Etc On Roads In Two Coats On New Work With Ready Mixed Road Marking Paint Conforming To Is:164 On Bituminous Surface, Including Cleaning The Surface Of All Dirts, Dusts And Other Foreign Matter, Demarcation At Site And Traffic Control. ) Over 10 Cm In Width 177 Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorising Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 The Finished Surface To Be Level, Uniform And Free From Streaks And Holes And Conforming To The Mosrt&H Specifications 178 Street Lighting ( Providing And Erecting Street Light Mounted On A Steel Circular Hollow Pole Of Standard Specifications For Street Lighting, 9 M High Spaced 40 M Apart, 1.8 M Overhang On Both Sides If Fixed In The Median And On One Side If Fixed On The Footh Path , Fixed With Sodium Vapour Lamp And Fixed On The Concrete Foundation. For Fixing In Median 179 Cable Duct Across The Road ( Providing And Laying Of A Reinforced Cement Concrete Pipe Duct, 300 Mm Dia, Across The Road ( New Construction ) , Extending From Drain To Drain In Cuts And Toe Of Slope To Toe Of Slope In Fills, Constructing Head Walls At Both Ends, Providing A Minimum Fill Of Granular Material Over Top And Sides Of Rcc Pipe As Per Irc:98-1997, Bedded On A 0.3 Mm Thick Layer Of Gtranular Material Free Of Rock Pieces, Outer To Outer Distance Of Pipe At Least Half Dia Of Pipe Subject To Minimum 450Mm In Case Of Double And Triple Row Ducts, Joint To Be Made Leak Proof , Invert Level Of Duct To Be Abovehigher Than Ground Level To Prevent Entry Of Water And Dirt, All As Per Irc: 98-1997 And Approved Drawings. Single Row For One Utility Service 180 Cable Duct Across The Road ( Providing And Laying Of A Reinforced Cement Concrete Pipe Duct, 300 Mm Dia, Across The Road ( New Construction ) , Extending From Drain To Drain In Cuts And Toe Of Slope To Toe Of Slope In Fills, Constructing Head Walls At Both Ends, Providing A Minimum Fill Of Granular Material Over Top And Sides Of Rcc Pipe As Per Irc:98-1997, Bedded On A 0.3 Mm Thick Layer Of Gtranular Material Free Of Rock Pieces, Outer To Outer Distance Of Pipe At Least Half Dia Of Pipe Subject To Minimum 450Mm In Case Of Double And Triple Row Ducts, Joint To Be Made Leak Proof , Invert Level Of Duct To Be Abovehigher Than Ground Level To Prevent Entry Of Water And Dirt, All As Per Irc: 98-1997 And Approved Drawings.Double Row For Two Utility Services 181 Cable Duct Across The Road ( Providing And Laying Of A Reinforced Cement Concrete Pipe Duct, 300 Mm Dia, Across The Road ( New Construction ) , Extending From Drain To Drain In Cuts And Toe Of Slope To Toe Of Slope In Fills, Constructing Head Walls At Both Ends, Providing A Minimum Fill Of Granular Material Over Top And Sides Of Rcc Pipe As Per Irc:98-1997, Bedded On A 0.3 Mm Thick Layer Of Gtranular Material Free Of Rock Pieces, Outer To Outer Distance Of Pipe At Least Half Dia Of Pipe Subject To Minimum 450Mm In Case Of Double And Triple Row Ducts, Joint To Be Made Leak Proof , Invert Level Of Duct To Be Abovehigher Than Ground Level To Prevent Entry Of Water And Dirt, All As Per Irc: 98-1997 And Approved Drawings. Triple Row For Three Utility Services 182 Providing And Fixing Acoustic Wildlife Warning Module ( Wwa ) On Alternate Roadside Posts, Facing Away From The Road, With Screwsand Installation Can Be Made On Existing Wooden, Plastic Or Metal Road Side Posts Above The Optical Wildlife Warning Reflector. Dimension: Height 125 Mm, Width 81 Mm 183 Providing And Fixing Optical Wildlife Warning Reflector ( Wwr ) With Colour White Or Red Dimensions: Height 184 Mm, Width 81Mm 184 Providing And Fixing Signflash A630 Solarflashing Led Unit Width 630 Mm. Integrated Control Unit And Battery. ( Warning System For Pedestrian Crossing ) 185 G.I Barbed W Ire Fencing 1.8 M High Providing And Fixing 1.8 M High Gi Barbed Wire Fencing With 2.4 M Rcc M15 Grade 150 Mm X 150 Mm Concrete Post Placed Every 3 M Centre-To-Centre Founded In M15 Grade Cement Concrete, 0.6 M Below Ground Level, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post On One Side Only And Provided With 12 Horizontal Lines And 2 Diagonals Interwoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 1705. 186 Excavation For Structuresearthwork In Excavation For Foundation Of Structures Upto 3 M Depth As Per Drawing And Technical Specification Clause 1104 Includding Setting Out, Construction Of Shoring And Bracing, Removal Of Stumps And Other Deleterious Matter, Dressing Of Sides And Bottom And Backfilling With Approved Material. 187 Carriage Of Soling Stone & Masonry Stone ( In Approch Road Box Culverts Hume Pipe Culverts ) 188 Carriage Of Materialsby Mechanical Transport Including Loading, Unloading And Stackingsoling Stone 4Km To 5 Km 189 Carriage Of Materialsby Mechanical Transport Including Loading, Unloading And Stackingsoling Stonebeyond 5 Kmupto 10 Km Per Km 190 Carriage Of Materialsby Mechanical Transport Including Loading, Unloading And Stackingsoling Stonebeyond 10 Km Upto 20 Km Per Km 191 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 ) ( M15 ) 192 Bedding Of Pipe Type A ( Concrete Cradle ) Bedding Laying Concrete Cradle Bedding With M15 Grade Cement Concrete As Per Clause 1105 ( I ) . 193 Plain / Reinforced Cement Concrete, In Openfoundation Complete As Per Drawing Andtechnical Specification Including Steelshuttering Formwork.Rcc Grade M25 With Batching Plant, Transit Mixer And Concrete Pump 194 Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 1106.600Mmdia 195 Providing And Laying Reinforced Cement Concrete Pipe Np3 As Per Design In Single Row. Providing And Laying Reinforced Cement Concrete Pipe Np3 For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing Collar With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 11061000 Mm Dia 196 Brick Masonry Work In Cement Mortar In Foundation Complete Excludin Pointing And Plastering As Per Drawing And Technical Specifications Clauses 600, 1202 & 1203. Brick Masonry In 1:3 Cement Mortar 197 Stone Masonry Work In Cement Mortar In Foundation Complete As Per Drawing And Technical Specifications Clauses 702, 704, 1202 & 1203. Coursed Rubble Masonry ( 1St Sort ) In 1:3 Cement Mortar 198 Supplying, Fitting And Placing Tmt ( Fe-500 D ) Reinforcement Bar ( From Primary Producer: Tata / Sail / Esser Steel / Jindal Steel / Shyam Steel / Rinl ) In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 199 Providing Steel R.S.Jst / Built-Up Steel Sections Including Cutting, Welding / Rivetting, Hoisting, Fixing In Position For Composite Girders With Shear Connectors Complete With Painting As Per Drawing And Technical Specifications Clause 1205.6Steel Section 200 Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type W.C. Pan ) With Seat And Lid, 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: W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 201 Providing And Fixing 8 Mm Dia C.P. / S.S. Jet With Flexible Tube Upto 1 Metre Long With S.S. Triangular Plate To Eureopean Type W.C. Of Quality And Make As Approved By Engineer - In - Charge. 202 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: White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With Integral Type Foot Rests 203 Providing And Fixing Brass Bib Cock Of Approved Quality : 15 Mm Nominal Bore 204 Providing And Fixing White Vitreous China Flat Back Or Wall Corner Type Lipped Front Urinal Basin Of 430X260x350 Mm And 340X410x265 Mm Sizes Respectively With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.I Clamps Complete, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required : One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern 205 Providing And Fixing Toilet Paper Holder : C.P. Brass 206 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 Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required : Kitchen Sink With Drain Board 510X1040 Mm Bowl Depth 250 Mm 207 Providing And Fixing C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 15 Mm Nominal Bore 208 Providing And Fixing Brass Stop Cock Of Approved Quality : 20 Mm Nominal Bore 209 Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms. 210 Providing And Fixing C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Quality Conforming To Is:8931.15Mm Nominal Bore 211 Supplying Water Cooler Having Capacity Of 150 Litres Of Isi Approved Make Or Equal Make. 212 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 25 Mm Dia Nominal Bore 213 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.50 Mm Dia Nominal Bore 214 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.65 Mm Dia Nominal Bore 215 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc.80 Mm Dia Nominal Bore 216 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I / C Cutting And Making Good The Walls Etc. 25 Mm Dia Nominal Bore.Internal Work - Exposed On Wall25 Mm Dia Nominal Bore 217 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 25 Mm Nominal Bore 218 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 50 Mm Nominal Bore 219 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete : 20 Mm Nominal Bore 220 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Low Pressure, With Plastic Floats Complete:25 Mm Nominal Bore 221 Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality ( Screwed End ) : 25 Mm Nominal Bore Vertical 222 Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality ( Screwed End ) : 80 Mm Nominal Bore Vertical 223 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 ) : 50 Mm Dia 224 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 : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 225 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall20 Mm Nominal Dia Pipes 226 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer In Charge. Internal Work - Exposed On Wall25 Mm Nominal Dia Pipes 227 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. Concealed Work, Including Cutting Chases And Making Good The Walls Etc. 15 Mm Nominal Dia Pipes 228 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. Concealed Work, Including Cutting Chases And Making Good The Walls Etc.20 Mm Nominal Dia Pipes 229 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. External Work 15 Mm Nominal Dia Pipes 230 Providing And Fixing Chlorinated Polyvinyl Chloride ( Cpvc ) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge.External Work 20 Mm Nominal Dia Pipes 231 Providing And Fixing In Position Pre-Cast R.C.C. Manhole Cover And Frame Of Required Shape And Approved Quality Ehd - 35 Circular Shape 560 Mm Internal Dia 232 Surface Mounted Pumps Supply , Installing, Testing And Commissioning Of Ss Vertical / Horizontal Multistage Surface Mounted Water Transfer Pump Withss Body, Impeller And Motor, Pressure Gauge With Isolation Cock, Isolation Valve, Nrv On Delivery Pipe, All Fittings, Accessories, Electrical Cables, Headers To Complete The System.Control Panel For Pump Control, With Change Over Switch Between Main- Standby, Relays, Electrical Wiring, Cabling From Panel To Pumps, Complete With Level Controller & Hi-Low Level Switch Fitted In The Tank, Complete With All Accessories As Per Manufacturer Specification. Approximate Power Requirement = 30 Kw For Each Pump Pump Duty Condition: 833 Lpmat 150 Mt Head. No. Of Pumps : 1W + 1S 233 Submerssible Pumps Supply , Installing, Testing And Commissioning Of Ss Vertical / Horizontal Multistage Submersible Water Transfer Pump Withss Body, Impeller And Motor, Pressure Gauge With Isolation Cock, Isolation Valve, Nrv On Delivery Pipe, All Fittings, Accessories, Electrical Cables, Headers To Complete The System.Control Panel For Pump Control, With Change Over Switch Between Main- Standby, Relays, Electrical Wiring, Cabling From Panel To Pumps, Complete With Level Controller & Hi-Low Level Switch Fitted In The Tank, Complete With All Accessories As Per Manufacturer Specification . Water Transfer Ug To Oh Approximate Power Requirement = 0.5 Kw For Each Pump Pump Duty Condition: 70 Lpmat 32 Mt Head. No. Of Pumps : 1W + 1S 234 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. 150 Mm Dia Nominal Bore 235 Providing & Fixing Cast Iron Y Type Strainer ( Flanged ) With Stainless Steel ( Ss 304 ) / Brass ( Is 410 ) Perforated Sheet Screen Of 3Mm Hole Diameter Is Guided In Body & Cover With Necessary Flange / Union, Nuts, Bollts And Washers Complete As Required. Pn10 150 Mm Dia Nominal Bore 236 Solenoid Valve With All Required Accessories, Valve, Level Sansors, Wires Including The Electric Control Panel To Open / Close The Valve At Low / High Water Level Through Level Controller In Ug Water Tanks, Including Wiring, Level Controller Probes & Sensors & Other Accessories As Required To Operate The System Automatically, Solenoid Valve Shall Be Bms Compatible. ( Pn40 ) .50Mm Nb ( Ug Tank Inlet ) 237 Supplying, Installing, Testing And Commissioning Motorized Butterflyvalves ( Mbfv ) 230V On / Off Type With Manual Over Ride, Ip67, 2 Aux Switch And With Inbuilt Thermal Protection Against Moisture, Connected Withfloatswitch ( High & Low ) Withrelay Controller Box With1.5Sq.Mm3corecableto Required Length& Necessary Connecting Fittings Likeflanges, Nutsandboltsetc. Complete. ( Complete System Automation To Be Considered As Above ) 25Mm Nb ( Oh Tank Inlet ) 238 Providing And Fixing Cast Iron Lever Operated Slim Seal Type Butterfly Valves Of Ci Body And Spheroidal Graphite Iron Disc ( Sg Iron ) , With Nitrile Rubber Seal, Confirmingto Bs 5155 / Mf6 Standards And Including A Set Ofgi Flanges As Per Bs-10 Table 1 Including Bolt, Nuts, Washers Andneoprene Rubber Gaskets Etc., Complete. 150 Mm Dia ( Pn-10 ) 239 Providing And Fixing Cast Iron Lever Operated Slim Seal Type Butterfly Valves Of Ci Body And Spheroidal Graphite Iron Disc ( Sg Iron ) , With Nitrile Rubber Seal, Confirmingto Bs 5155 / Mf6 Standards And Including A Set Ofgi Flanges As Per Bs-10 Table 1 Including Bolt, Nuts, Washers Andneoprene Rubber Gaskets Etc., Complete.150 Mm Dia ( Pn-40 ) 240 Providing And Fixing Cast Iron Swing Type Non Return Valves ( Pn-40 ) Of Ci Body Including Bolt, Nuts, Washers Andneoprene Rubber Gaskets Etc., Complete 241 Supplying, Installing, Testing And Commissioning Offoot Valve ( With Inbuilt Strainer ) On Bottom Of Suction Line Of Each Pump In Fire Tank. 150Mm Nb 242 Providing, Fixing Testing And Commissioning Of 630 Mm Long Sleeve ( Puddle Flange ) Considering 230 Mm Retaining Wall &Inside With Confirming Is 6392 - 1971 Table-E, Sleeve Flangesof Below Mentionedsutiblesize , Thickness Of Flange , Nut Boltsize As Per Hole Sizeproperly Fixed In Retaining Orfixed In Rcc Pardiwalls Offire / Domestic / Flushing Water Ug & Oh Tank. Note : A ) Outside Single Flangeas Peris 6392 - 1971 Table-E B ) In Pardi Wall Puddle Flangeas Peris 6392 - 1971 Table-E C ) All Itemshould Be Coated With 80Mm Micron Hot Deep Galvanised Dia. 40 Mm 243 Providing, Fixing Testing And Commissioning Of 630 Mm Long Sleeve ( Puddle Flange ) Considering 230 Mm Retaining Wall &Inside With Confirming Is 6392 - 1971 Table-E, Sleeve Flangesof Below Mentionedsutiblesize , Thickness Of Flange , Nut Boltsize As Per Hole Sizeproperly Fixed In Retaining Orfixed In Rcc Pardiwalls Offire / Domestic / Flushing Water Ug & Oh Tank. Note : A ) Outside Single Flangeas Peris 6392 - 1971 Table-E B ) In Pardi Wall Puddle Flangeas Peris 6392 - 1971 Table-E C ) All Itemshould Be Coated With 80Mm Micron Hot Deep Galvaniseddia. 50 Mm ( Tank Vent With Jalli ) 244 Providing, Fixing Testing And Commissioning Of 630 Mm Long Sleeve ( Puddle Flange ) Considering 230 Mm Retaining Wall &Inside With Confirming Is 6392 - 1971 Table-E, Sleeve Flangesof Below Mentionedsutiblesize , Thickness Of Flange , Nut Boltsize As Per Hole Sizeproperly Fixed In Retaining Orfixed In Rcc Pardiwalls Offire / Domestic / Flushing Water Ug & Oh Tank. Note : A ) Outside Single Flangeas Peris 6392 - 1971 Table-E B ) In Pardi Wall Puddle Flangeas Peris 6392 - 1971 Table-E C ) All Itemshould Be Coated With 80Mm Micron Hot Deep Galvaniseddia. 65 Mm 245 Providing, Fixing Testing And Commissioning Of 630 Mm Long Sleeve ( Puddle Flange ) Considering 230 Mm Retaining Wall &Inside With Confirming Is 6392 - 1971 Table-E, Sleeve Flangesof Below Mentionedsutiblesize , Thickness Of Flange , Nut Boltsize As Per Hole Sizeproperly Fixed In Retaining Orfixed In Rcc Pardiwalls Offire / Domestic / Flushing Water Ug & Oh Tank. Note : A ) Outside Single Flangeas Peris 6392 - 1971 Table-E B ) In Pardi Wall Puddle Flangeas Peris 6392 - 1971 Table-E C ) All Itemshould Be Coated With 80Mm Micron Hot Deep Galvaniseddia. 150Mm 246 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 : All Kinds Of Soil Pipes, Cables Etc. Exceeding 80 Mm Dia. But Not Exceeding 300 Mm Dia 247 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 : All Kinds Of Soilpipes, Cables Etc. Exceeding 300 Mm Dia But Not Exceeding 600 Mm 248 Providing And Fixing Up To Floor Five Level Precast Cement Concrete String Or Lacing Courses, Copings, Bed Plates, Anchor Blocks, Plain Window Sills, Shelves, Louvers, Steps, Stair Cases, Etc., Including Hoisting And Setting In Position With Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) , Cost Of Required Centering Complete. 1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) Derived From Natural Sources : 3 Graded Stone Aggregate 20Mm Nominal Size Derived From Natural Sources ) 249 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality ( Screwed End ) : 80 Mm Nominal Bore 250 Constructing Masonry Chamber 60X60x75 Cm Inside, In Brick Work In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) For Sluice Valve, With C.I. Surface Box 100Mm Top Diameter, 160 Mm Bottom Diameter And 180 Mm Deep ( Inside ) With Chained Lid And Rcc Top Slab 1:2:4 Mix ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm 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 : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 251 Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 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: 100X100 Mm Size P Type. With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 252 Constructing Brick Masonry Manhole In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With R.C.C. Top Slab With 1:1.5:3 Mix ( 1 Cement : 1.5 Coarse Sand ( Zone-Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) , Foundation Concrete 1:4:8 Mix ( 1 Cement : 4 Coarse Sand ( Zone-Iii ) : 8 Graded Stone Aggregate 40 Mm Nominal Size ) , Inside Plastering 12 Mm Thick With Cement Mortar 1:3 ( 1 Cement:3 Coarse Sand ) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size ) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : Inside Size 90X80 Cm And 45 Cm Deep Including C.I. Cover With Frame ( Light Duty ) 455X610 Mm Internal Dimensions, Total Weight Of Cover And Frame To Be Not Less Than 38 Kg ( Weight Of Cover 23 Kg And Weight Of Frame 15 Kg ) : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 253 Extra For Depth For Manholes : Size 90X80 Cmwith Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 254 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 :With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 255 Providing And Fixing Soil, Waste And Vent Pipes : 75 Mm Diameter Sand Cast Iron S&S Pipe As Per Is: 1729 256 Providing And Fixing Soil, Waste And Vent Pipes : 100 Mm Dia Sand Cast Iron S&S Pipe As Per Is: 1729 257 Providing And Fixing Terminal Guard : 75 Mm Sand Cast Iron S&S As Per Is - 1729 258 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 : 100 Mm Inlet And 75 Mm Outletsand Cast Iron S&S As Per Is- 1729 259 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 ( 1 Cement : 1 Fine Sand ) Including Testing Of Joints Etc. Complete : 100 Mm Diameter 260 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 ( 1 Cement : 1 Fine Sand ) Including Testing Of Joints Etc. Complete :150 Mm Diameter 261 Providing, Laying And Jointing Glazed Stoneware Pipes Class Sp-1 With Stiff Mixture Of Cement Mortar In The Proportion Of 1:1 ( 1 Cement : 1 Fine Sand ) Including Testing Of Joints Etc. Complete :200 Mm Diameter 262 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. Semi Rigid Pipe. 40 Mm Dia 263 Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete.Flexible Pipe 32 Mm Dia 264 Providing & Fixing In Position Upvc P / S Trap With 50Mm Water Seal ( Is : 14735 ) Of Following Sizes For Embeded Areas. Making Proper Connection With Solfit Joints, Complete As Required. 100Mm Inlet And 100Mm Outlet 265 Providing & Fixing Septic Tankof The Approved Quality, & Of The Following Capacity Including Excavation & Making Solid Supported Base As Per Instructions & Doing All Connections As Required To Make The Work Complete In All Respects. ( This Also Covers Soak Pit Excavation And Making Good ) Septic Tank - 2 Mtr. X 1.2 Mtr., Soak Pit - 1.2 Mtr. X 1.2 Mtr. 266 Providing, Fixing And Testing Of 100X75mm Nb Pvc Multi Trap Of Self Cleaning Design And Water Seal Of 50Mm. Including 125Mm Dia Cp Grating Jointing, Embedding In Concret Etc. Complete. Rate To Include Making Of Opening In Floor, Marbles / Tiles For Fixing Cp Grating. 267 Providing & Fixing C.I Floor Clean Out Plug Comprising Of C.I Pipe, Socket, Elbow, Extension Piece Caulked To Pipe And C.I Plug With Suitable Inlet Key For Opening Male Threaded Joint With C.Ipipe & Socket. Including Solvent Joint Caulked To C.I Pipes 75Mm Nb 268 Providing & Fixing C.I Floor Clean Out Plug Comprising Of C.I Pipe, Socket, Elbow, Extension Piece Caulked To Pipe And C.I Plug With Suitable Inlet Key For Opening Male Threaded Joint With C.Ipipe & Socket. Including Solvent Joint Caulked To C.I Pipes100mm Nb 269 Constructing Brick Masonry Road Gully Chamber 45X45x77.5 Cm With Bricks In Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) With Precast R.C.C. Vertical Grating Complete As Per Standard Design : With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 270 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 :150 Mm Dia. R.C.C. Pipe 271 Street Lightswedged Poles -Design, Engineering, Manufacture, Testing At Factory, Packing & Forwarding, Delivery To Site, Unloading And Handling At Site, Assembly, Installation, Testing And Commissioning Of Sewage Street Light Poles With Embeded Junction Box Inclusive Of Terminals, 3Cx 2.5 Sqmm Pvc Insulated Multistranded Flexible Copper Cable From Junction Box To The Luminaires, Termination At Both Ends And Other Accessories. Foundation For The Pole Erection And All Civil Works Shall Be In The Scope Of The Contractor. Pole Designation As Per Is 2713 Part Ii 1980. Supply, Installation , Testing And Commissioning Of 410 Sp-2 Swedged Pole 7Meter In Length Weight Of Pole 73 Kgs. ( Add 10 Kg. Weight Of Sleeve & Base Plate ) 272 Supply, Installation , Testing And Commissioning Of 410 Sp-27 Swedged Pole 9 Meter In Length Weight Of Pole 108 Kgs. ( Add 10 Kg. Weight Of Sleeve & Base Plate ) 273 Supply, Installation , Testing And Commissioning Of Garden Poles 4.5M Long 50Mm Dia. C Class Gi Pipe Pole 274 Supply, Installation , Testing And Commissioning Ofbrackets Single Arm Bracket 275 Supply, Installation , Testing And Commissioning Of Double Arm Bracket 276 Supply, Installation , Testing And Commissioning Of Wire Guard Of Mh / Street Light / Cfl Fixture 277 Supply, Installation , Testing And Commissioning Of Swan Neck Type Bracket For Fixing Hpmv / Hpsv Lamp Fixtures Mounting On Wall / Shed Etc. 0.5 To 1.2 Mtrs 278 Providing, Fixing And Connecting Weather Proof Pole Mounting Cast Iron Box, Hinged Door With Locking Arrangement, Complete With Mcb Cutouts, Terminal Block Mounting Arrangement Etc. Box Shall Be Duly Painted In Approved Manner . Cost Of Painting Is Included In Cost Of C.I. Box. Supply, Installation , Testing And Commissioning Of Cast Iron Junction Box Complete With C 2Way Terminal Or Connector Block And 6A Sp Mcb. Box Size Shall Not Be Less Than 8 X 5 ( 200 Mm X 125 Mm. 279 Design, Engineering, Manufacture, Testing At Factory, Packing & Forwarding, Delivery To Site, Unloading And Handling At Site, Assembly, Installation, Testing And Commissioning Of Octagonal Street Light Poles With Embeded Junction Box Inclusive Of Terminals, 3Cx 2.5 Sqmm Pvc Insulated Multistranded Flexible Copper Cable From Junction Box To The Luminaires, Termination At Both Ends And Other Accessories. Foundation For The Pole Erection And All Civil Works Shall Be In The Scope Of The Contractor.Supply, Installation , Testing And Commissioning Of Providing & Erecting 4 M High ( Clear Height ) Galvanized Octagonal Pole With Foundation Bolts Having Bottom Of 130 Mm A / F, Top 70 Mm A / F On Provided Foundation As Per Specification 280 Supply, Installation , Testing And Commissioning Of Providing & Erecting Single Arm Standard Bracket 1000Mm Long Made Up Of 40 Nb Gi Pipe Suitable For Octagonal Pole Of Having Top Dia 70 Mm As Per Specification 281 Supply, Installation , Testing And Commissioning Of Providing & Erecting Double Arm Standard Bracket 1000Mm Long Made Up Of 40 Nb Gi Pipe Suitable For Octagonal Pole Of Having Top Dia 70 Mm As Per Specification 282 Supply, Installation , Testing And Commissioning Of Smart Pack Junction Box With 6A Mcb & Terminals ( For Mounting Inside Base Compartment Of Pole ) 283 Supply, Installation , Testing And Commissioning Of 20 M ( Clear Height ) High Mast ( Top-150Mm, Bottom- 460Mm ) With Lowering And Raising Motorized Unit, Lantern Carriage Assembly Suitable For Max. 12 Nos. Luminaries And Its Control Gear Box, Lightning Finial, Arrangement For Fixing Aviation Light And Foundation Bolts On Provided Foundation As Per Specification 284 Civil Foundation For High Mastdesign And Casting Of Suitable Shallow Foundation With 1:2:4 Grade Concrete For The Highmast Considering The Safe Soil Bearing Capacity At Site As 10T / Sq.M At 1.5-2 Mtr. Depth. Supply Of Foundation Bolts Manufactured From Special Steel Along With Nuts, Washers, Anchor Plates And Templatessupply, Installation , Testing And Commissioning Of Foundation For 20 Mtr. Highmast 285 Supply & Installation Of Control Panel Will Be As Per Standard Specs & Includes Necessary Control Gear, Timer Operated Contactor & Mcbs For Protection, Earthing Terminals, Indication Lamps, Raise Lower Push Buttons Etc. Single Phase Prevention Shall Be Provided For Winch Motor. Supplying And Erecting Outdoor Stand Mounted Feeder Pillar For Highmast Of The Same Manufacturer With 63A Tpn Mcb Incomer, Single Dial Timer Switch, 45 A Tp Contactor For Automatic Switching Of Luminaries, 2 No 9A Contactors And Raise / Lower Push Button, And Provision For Termination Of Incoming Minimum 35 Sq. Mm And Outgoing Minimum 16 & 2.5 Sq. Mm Cables Complete Erected In Min. 14 Guage Crca Sheet Box Powder Coated With Supporting Angles, Self Lock, Gasket And Slanting Top Erected On Cc Foundation In An Approved Manner 286 Supply, Installation, Testing And Commissioning Of Time Controller For Street Light Poles 287 Supply, Installation, Testing And Commissioning Ofled Street Light Fittings:- 100-120 W 288 Supply, Installation , Testing And Commissioning Of Led Flood Light Fitting:- 210 W 289 Supply, Installation Testing And Commissioning Of 500Kva Dg Set With Panel 290 Supply, Installation Testing And Commissioning Of 1000Kva Dg Set With Panel 291 Supply, Installation Testing And Commissioning Of Amf Panel For 500Kva Dg Set 292 Supply, Installation Testing And Commissioning Of Amf Panel For 1000 Kva Dg Set 293 Designing, Supplying, Installing, Testing And Commissioning Of Suitable Battery Charger, Provide Boost / Float Charger Selector Switch & Suitable For 230 Volts Single Phase 50 Cycles Ac Supply System As Per The Specifications And Data Sheet. 294 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Erecting, Testing & Commissioning Of11kv Outdoor Type Rmu Ht Panel With All Necessariesc.T , P.T & Relay , Etc..As Per The Details Given Below& The Switchgear Boards Shall Have A Single Front, Single Tier, Fully Compartmentalised, Metal Enclosed Construction Complying With Comprising Of A Row Of Free Standing Floor Mounted Panels. Each Circuit Shall Have A Separate Vertical Panel With Distinct Compartments For Circuit Breaker / Contactor Truck, Cable Termination, Main Busbars And Auxiliary Control Devices. The Adjacent Panels Shall Be Completely Separated By Steel Sheets Except In Busbar Compartments Where Insulated Barriers Shall Be Provided To Segregate Adjacent Panels. However, ManufacturerS Standard Switchgear Designs Without Interpanel Barriers In Busbar Compartment May Also Be Considered. As Per Sld / Or Site Requirement 295 Supply, Installation, Testing And Commissioning Of Indoor Type11kv, 2000A, 26.2Ka Single Vcb Panel ( Outdoor Type ) Of Floor Mounting Type, Undrilled Gland Plates At Bottom, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Ht Panels & Comprising Of The Following. ( Asper Sld And Requirement ) 296 Supply, Installation, Testing & Commissioning Of 110V D.C. Switch Tripping Equipment As Per Technical Specification Requirement. It Shall Be Builtin 3 Phase Step Down Transformer With Smf Batteries, 110V, 25Ah, Battery Charger With Float / Boost Type Charging Facility. It Shall Also Be Built In With Single Phase 6 Way Dc Mcb Db With Adequate Incoming And Outgoing Dc Mcb. It Shall Be Totally Enclosed Floor / Wall Mounting Type Complete With All Components, Indicating Lamps, Toggle Switches, Fuses, Etc. 297 Supply, Erection, Testing & Commissioningof Outdoor Type 11 / 0.433 Kv, 1000 Kva Low Loss Oil Cooled Transformercompletewith First Fillof Oil, All Accessories And Components As Per Specifications, Etc. Note: Civil Work Done By Civil Team ( Transformer Foundation ) The Transformershall Be Providedwith On-Loadtap Changing Gear, All Required Accessories, Etc. Rate Shallbe Inclusive Of Transportation, Bottom Mounting Channels, Foundation Bolts As Per The Following: Continuousrating2000 Kva Onan Copper Wound. Service: Outdoor. Mounting: Plinth. Wound: Double. Type: Core. Cooling: Onan At 2000Kva Complete With Natural Air Cooling System Withradiators Of Adequate Size, Etc Temperature Rise In Oil 40Deg C.. Temperature Rise In Winding ( By Resistance Method ) : + 45Deg C. Primary Voltage Variation Through On-Load Tap Changing Gear With Variation Plus 5% And Minus 15% In Equal Steps ( Appx. Of 1.25% ) With Remote Tap Change Control Panel & Avr Voltage Regulator Type Of Loading: The Transformers Have To Be Designed For Inductive Loads. The Winding, Core, Flex Density, Shielding Materials, Etc. To Be Designed To Suit This Application. 298 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Leading, Erecting, Testing & Commissioning Of Main Lt Panelsuitable For 415Volts 3Phase 4Wiresystem, Fabricated From 14 / 16Swg Crca Sheet Steel, Single Fronted, Free Standing, Front Hinged, Rear Removable, Extendable On Both Sides, Dust & Vermin Proof, Cubicle Type, Floor Mounted, Undrilled Gland Plates At Top / Bottom, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Panels& Comprising Of The Following. ( Refer Enclosed Sld ) 299 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Leading, Erecting, Testing & Commissioning Ofdg Sync Panelsuitable For 415Volts 3Phase 4Wiresystem, Fabricated From 14 / 16Swg Crca Sheet Steel, Single Fronted, Free Standing, Front Hinged, Rear Removable, Extendable On Both Sides, Dust & Vermin Proof, Cubicle Type, Floor Mounted, Undrilled Gland Plates At Top / Bottom, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Panels& Comprising Of The Following. ( Refer Enclosed Sld ) 300 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Leading, Erecting, Testing & Commissioning Of2700a Lt Kiosk Suitable For 415Volts 3Phase 4Wiresystem, Fabricated From 14 / 16Swg Crca Sheet Steel, Single Fronted, Free Standing, Front Hinged, Rear Removable, Extendable On Both Sides, Dust & Vermin Proof, Cubicle Type, Floor Mounted, Undrilled Gland Plates At Top / Bottom, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Panels ( Refer Enclosed Sld ) 301 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Leading, Erecting, Testing & Commissioning Of Auto Power Factor Correction Relay ( Apfcr-250Kvar ) Suitable For 415Volts 3Phase 4Wiresystem, Fabricated From 14 / 16Swg Crca Sheet Steel, Single Fronted, Free Standing, Front Hinged, Rear Removable, Extendable On Both Sides, Dust & Vermin Proof, Cubicle Type, Floor Mounted, Gland Plates At Top / Bottom For Control Cables, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Panels& Comprising Of The Following. ( Refer Enclosed Sld ) 302 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Leading, Erecting, Testing & Commissioning Of Equipment Panel Suitable For 415Volts 3Phase 4Wiresystem, Fabricated From 14 / 16Swg Crca Sheet Steel, Single Fronted, Free Standing, Front Hinged, Rear Removable, Extendable On Both Sides, Dust & Vermin Proof, Cubicle Type, Floor Mounted, Undrilled Gland Plates At Top / Bottom, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Panels& Comprising Of The Following. ( Refer Enclosed Sld ) 303 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Leading, Erecting, Testing & Commissioning Of Ups O / G Panel Suitable For 415Volts 3Phase 4Wiresystem, Fabricated From 14 / 16Swg Crca Sheet Steel, Single Fronted, Free Standing, Front Hinged, Rear Removable, Extendable On Both Sides, Dust & Vermin Proof, Cubicle Type, Floor Mounted, Undrilled Gland Plates At Top / Bottom, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Panels& Comprising Of The Following. ( Refer Enclosed Sld ) 304 Design, Manufacture, Testing At Works, Transportation To Site, Unloading, Storing, Leading, Erecting, Testing & Commissioning Of Lighting And Power Panel Suitable For 415Volts 3Phase 4Wiresystem, Fabricated From 14 / 16Swg Crca Sheet Steel, Single Fronted, Free Standing, Front Hinged, Rear Removable, Extendable On Both Sides, Dust & Vermin Proof, Cubicle Type, Floor Mounted, Undrilled Gland Plates At Top / Bottom, Complete With Internal Wiring, Ferrules, Name Plates, Painting Etc., Conforming To The Technical Specification For Panels& Comprising Of The Following. ( Refer Enclosed Sld ) 305 Supplying And Erectiong Feeder Piller Triple Pole With 300A Fpmccb As Incomer And 3 Outgoing Circuit With Hrc Fusebase And Cartridge 100A Consist On Aluminium Bus Baar500v -300A Completein 14 Gauge Crca Sheet Both Supporting Angles Self Locks Gasket And Slanting Top To Be Erected On Provided Foundation As Per Specification No. ( Out Door Type -Ip66 ) 306 Supplying And Erectiong Feeder Piller Triple Pole With 400A Fpmccb As Incomer And 3 Outgoing Circuit With Hrc Fusebase And Cartridge 100A Consist On Aluminium Bus Baar500v -300A Completein 14 Gauge Crca Sheet Both Supporting Angles Self Locks Gasket And Slanting Top To Be Erected On Provided Foundation As Per Specification No. ( Out Door Type -Ip66 ) 307 Supplying And Erectiong Feeder Piller Triple Pole With 500A Fpmccb As Incomer And 3 Outgoing Circuit With Hrc Fusebase And Cartridge 100A Consist On Aluminium Bus Baar500v -300A Completein 14 Gauge Crca Sheet Both Supporting Angles Self Locks Gasket And Slanting Top To Be Erected On Provided Foundation As Per Specification No. ( Out Door Type -Ip66 ) 308 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. Group C 309 Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2 Way 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. 310 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire 311 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required2 X 2.5 Sq. Mm + 1 X 2.5 Sq. Mm Earth Wire 312 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required2 X 4 Sq. Mm + 1 X 4 Sq. Mm Earth Wire 313 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Medium Class Pvc Conduit As Required 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire 314 Supplying And Fixing Of Following Sizes Of Steel Conduit Along With Accessories In Surface / Recess Including Painting In Case Of Surface Conduit, Or Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required 25 Mm 315 Supplying And Fixing Of Following Sizes Of Steel Conduit Along With Accessories In Surface / Recess Including Painting In Case Of Surface Conduit, Or Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required 32 Mm 316 Supplying And Fixing Of Following Sizes Of Steel Conduit Along With Accessories In Surface / Recess Including Painting In Case Of Surface Conduit, Or Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required 50 Mm 317 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. 25 Mm 318 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. 32 Mm 319 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. 50 Mm 320 Supplying And Fixing Metal Box Of Following Sizes ( Nominal Size ) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Painting Etc. As Required100 Mm X 100 Mm X 60 Mm Deep 321 Supplying And Fixing Metal Box Of Following Sizes ( Nominal Size ) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Painting Etc. As Required 150 Mm X 150 Mm X 60 Mm Deep 322 Supplying And Fixing Metal Box Of Following Sizes ( Nominal Size ) On Surface Or In Recess With Suitable Size Of Phenolic Laminated Sheet Cover In Front Including Painting Etc. As Required250 Mm X 300 Mm X 100 Mm Deep 323 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 5 / 6 A Switch 324 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required2 Way 5 / 6 A Switch 325 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required15 / 16 A Switch 326 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required3 Pin 5 / 6 A Socket Outlet 327 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required6 Pin 15 / 16 A Socket Outle 328 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Requiredtv Antenna Socket Outlet 329 Supply, Installation Testing And Commissioning Of Pvc Box & Cover Plate With Rj-45 For Lan Access Only 330 Supplying And Fixing Following Modular Switch / Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Requiredtelephone Socket Outlet 331 Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 332 Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate & Switch Box Excluding Modular Plate As Required 333 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required.1 Or 2 Module ( 75Mmx75mm ) 334 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required.3 Module ( 100Mmx75mm ) 335 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required.4 Module ( 125Mmx75mm ) 336 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required.6 Module ( 200Mmx75mm ) 337 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required.8 Module ( 125Mmx125mm ) 338 Supplying And Fixing Following Size / Modules, Gi Box Alongwith Modular Base & Cover Plate For Modular Switches In Recess Etc. As Required.12 Module ( 200Mmx150mm ) 339 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providing And Fixing 3 Pin 5 / 6 A Modular Socket Outlet And 5 / 6 A Modular Switch, Connections Etc. As Required. 340 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 341 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length ( Upto 30 Cm ) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable Etc. As Required. 342 Installation, Testing And Commissioning Of Ceiling Fan, Including Wiring The Down Rods Of Standard Length ( Upto 30 Cm ) With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable, Including Providing And Fixing Phenolic Laminated Sheet Cover On The Fan Box Etc. As Required. 343 Numbering Of Ceiling Fan / Exhaust Fan / Fluorescent Fittings As Required 344 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 Group C 345 Supplying And Fixing Suitable Size Gi Box With Modular Plate And Cover In Front On Surface Or In Recess, Including Providng And Fixing 2 Nos. 3 Pin 5 / 6 A Modular Socket Outlet And 2 Nos. 5 / 6 A Modular Switch, Connections Etc. As Required. ( For Light Plugs To Be Used In Non Residential Buildings ) . 346 Supplying & Fixing Suitable Size Gi Box Wih Modular Plate And Cover In Front On Surface Or In Recess Including Providing And Fixing 25 A Modular Socket Outlet And 25 A Modular Sp Mcb, C Curve Including Connections, Painting Etc. As Required 347 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 ) 12 Way , Double Door 348 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 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 ) . 4 Way ( 4 + 12 ) , Double Door 349 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 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 ) . 6 Way ( 4 + 18 ) , Double Door 350 Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 415 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 ) . 8 Way ( 4 + 24 ) , Double Door 351 Supplying And Fixing Of Following Ways Surface / Recess Mounting, 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. ) 8 Way ( 4 + 24 ) , Double Door 352 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 Requireddouble Pole 353 Supplying And Fixing Single Pole Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 354 Supplying And Fixing Following Rating, Double Pole, ( Single Phase And 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 25 A 355 Supplying And Fixing Following Rating, Double Pole, ( Single Phase And 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 40 A 356 Supplying And Fixing Following Rating, Four Pole, ( Three Phase And Neutral ) , 415 Volts, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As 25 A 357 Supplying And Fixing Following Rating, Four Pole, ( Three Phase And Neutral ) , 415 Volts, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As 40 A 358 Supplying And Fixing Following Rating, Four Pole, ( Three Phase And Neutral ) , 415 Volts, Residual Current Circuit Breaker ( Rccb ) , Having A Sensitivity Current 30 Ma In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As 63 A 359 Supplying And Fixing 20 A, 240 V, Spn Industrial Type Socket Outlet, With 2 Pole And Earth, Metal Enclosed Plug Top Alongwith 20 A C Curve, Sp, Mcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Out Let And Complete With Connections, Testing And Commissioning Etc. As Required. 360 Supplying And Fixing 20 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 20 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Out Let And Complete With Connections, Testing And Commissioning Etc. As Required 361 Supplying And Fixing 30 A, 415 V, Tpn Industrial Type Socket Outlet, With 4 Pole And Earth, Metal Enclosed Plug Top Alongwith 30 A C Curve, Tpmcb, In Sheet Steel Enclosure, On Surface Or In Recess, With Chained Metal Cover For The Socket Out Let And Complete With Connections, Testing And Commissioning Etc. As Required. 362 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 363 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 364 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 365 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.600 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 366 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Bends With Perforation Not More Than 17.5%, , Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required. 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 367 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Bends With Perforation Not More Than 17.5%, , Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required. 300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 368 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Bends With Perforation Not More Than 17.5%, , Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required. 450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 369 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Bends With Perforation Not More Than 17.5%, , Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required. 600 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 370 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Tee With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 371 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Tee With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 372 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Tee With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 373 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Tee With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required.600 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 374 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Cross Member With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 375 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Cross Member With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required300 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 376 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Cross Member With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required450 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 377 Supplying And Installing Following Size Of Perforated Painted With Powder Coating M.S. Cable Trays Cross Member With Perforation Not More Than 17.5%, Joined With Connectors, Suspended From The Ceiling With M.S. Suspenders Including Bolts & Nuts, Painting Suspenders Etc As Required600 Mm Width X 50 Mm Depth X 2.0 Mm Thickness 378 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. 379 Earthing With Copper Earth Plate 600 Mm X 600 Mm X 3 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. 380 Supplying And Laying 6 Swg G.I. Wire At 0.50 Metre Below Ground Level For Conductor Earth Electrode, Including Connection / Termination With Gi Thimble Etc. As Required 381 Supplying And Laying 25 Mm X 5 Mm Copper Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection / Terminating With Nut, Bolt, Spring, Washer Etc. As Required. ( Jointing Shall Be Done By Overlapping And With 2 Sets Of Brass Nut Bolt & Spring Washer Spaced At 50Mm ) 382 Supplying And Laying 25 Mm X 5 Mm G.I Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection / Terminating With G.I. Nut, Bolt, Spring, Washer Etc. As Required. ( Jointing Shall Be Done By Overlapping And With 2 Sets Of G.I. Nut Bolt & Spring Washer Spaced At 50Mm 383 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 384 Providing And Fixing 25 Mm X 5 Mm Copper Strip On Surface Or In Recess For Connections Etc. As Required. 385 Providing And Fixing 25 Mm X 5 Mm G.I. Strip On Surface Or In Recess For Connections Etc. As Required. 386 Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing As Required 387 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 Grade As Required. 3 X 10 Sq. Mm ( 22Mm ) 388 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 Grade As Required. 3 X 16 Sq. Mm ( 25Mm 389 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 Grade As Required. 4 X 10 Sq. Mm ( 25Mm 390 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 Grade As Required. 4 X 16 Sq. Mm ( 28Mm ) 391 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 Grade As Required. 3½ X 50 Sq. Mm ( 35Mm 392 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 Grade As Required. 3½ X 70 Sq. Mm ( 38Mm ) 393 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 Grade As Required. 3½ X 95 Sq. Mm ( 45Mm ) 394 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 Grade As Required. 3½ X 120 Sq. Mm ( 45Mm ) 395 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 Grade As Required. 3½ X 150 Sq. Mm ( 50Mm ) 396 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 Grade As Required. 3½ X 185 Sq. Mm ( 57Mm ) 397 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 Grade As Required. 3½ X 240 Sq. Mm ( 62Mm ) 398 Laying And Fixing Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size On Cable Tray As Required. Upto 35 Sq. Mm ( Clamped With 1Mm Thick Saddle 399 Laying And Fixing Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size On Cable Tray As Required. Above 35 Sq. Mm And Upto 95 Sq. Mm ( Clamped With 25X3mm Ms Flat Clamp 400 Laying And Fixing Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size On Cable Tray As Required. Above 95 Sq. Mm And Upto 185 Sq. Mm ( Clamped With 25 / 40X3mm Ms Flat Clamp ) 401 Laying And Fixing Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size On Cable Tray As Required. Above 185 Sq. Mm And Upto 400 Sq. Mm ( Clamped With 40X3mm Ms Flat Clamp ) 402 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 11 Kv Grade Of Following Size Direct In Ground Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Etc As Required. Upto 120 Sq. Mm 403 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 11 Kv Grade Of Following Size Direct In Ground Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Etc As Required. Above 120 Sq. Mm And Upto 400 Sq. Mm 404 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 11 Kv Grade Of Following Size In The Existing Rcc / Hume / Metal Pipe As Required. Upto 120 Sq. Mm 405 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 11 Kv Grade Of Following Size In The Existing Rcc / Hume / Metal Pipe As Required. Above 120 Sq. Mm And Upto 400 Sq. Mm 406 Supply, Installation Tensting And Commissioning Of 1.1 Kv Grade Stranded Cu Conductor, Xlpe Insulated, Extruded Pvc Inner And Frls Outer Sheathed, Galvanised Steel Round Or Strip Armoured Cables ( Sp-Me-Ts- 6 ) Of The Following Size 3C X 10 Sq.Mm 407 Supply, Installation Tensting And Commissioning Of 1.1 Kv Grade Stranded Cu Conductor, Xlpe Insulated, Extruded Pvc Inner And Frls Outer Sheathed, Galvanised Steel Round Or Strip Armoured Cables ( Sp-Me-Ts- 6 ) Of The Following Size 4C X 10 Sq.Mm 408 Supply, Installation Tensting And Commissioning Of 1.1 Kv Grade Stranded Cu Conductor, Xlpe Insulated, Extruded Pvc Inner And Frls Outer Sheathed, Galvanised Steel Round Or Strip Armoured Cables ( Sp-Me-Ts- 6 ) Of The Following Size 4C X 16 Sq.Mm 409 Supply, Installation Tensting And Commissioning Of 1.1 Kv Grade Stranded Cu Conductor, Xlpe Insulated, Extruded Pvc Inner And Frls Outer Sheathed, Galvanised Steel Round Or Strip Armoured Cables ( Sp-Me-Ts- 6 ) Of The Following Size 4C X 25 Sq.Mm 410 Cable End Termination For Copper Cables : ( Sp-Me-Ts- 6 ) Cable End Terminations For Lv, Xlpe / Pvc Insulated, Pvc Sheathed, Armoured / Unarmoured Cables Including Supply And Fixing Of Double Compression Cable Glands, Stripping Of Cable Insulation, Supply And Fixing Of Tinned Plated Copper Lugs For Copper Cables For All Phases And Crimping The Same To The Conductor For The Following Cables. Iscellaneous Items Like Cable Lugs, G.I Nut - Bolts And G.I Washers , Consumables And Other Hardware Materials As Required To Make The Installation Complete, Are In The Scope.All G.I Nut, Bolt And Washers Shall Be Hdgi With 80 Micron.One Set Of Termination Includes Gland, Lugs For Cable Core & Accessories Supply, Installation Testing And Commissioning Of Cable End Termination For Copper Cables - 3C X 10 411 Cable End Terminations For Lv, Xlpe / Pvc Insulated, Pvc Sheathed, Armoured / Unarmoured Cables Including Supply And Fixing Of Double Compression Cable Glands, Stripping Of Cable Insulation, Supply And Fixing Of Tinned Plated Copper Lugs For Copper Cables For All Phases And Crimping The Same To The Conductor For The Following Cables. Iscellaneous Items Like Cable Lugs, G.I Nut - Bolts And G.I Washers , Consumables And Other Hardware Materials As Required To Make The Installation Complete, Are In The Scope.All G.I Nut, Bolt And Washers Shall Be Hdgi With 80 Micron.One Set Of Termination Includes Gland, Lugs For Cable Core & Accessories Supply, Installation Testing And Commissioning Of Cable End Termination For Copper Cables -4C X 10 Sq.Mm 412 Cable End Terminations For Lv, Xlpe / Pvc Insulated, Pvc Sheathed, Armoured / Unarmoured Cables Including Supply And Fixing Of Double Compression Cable Glands, Stripping Of Cable Insulation, Supply And Fixing Of Tinned Plated Copper Lugs For Copper Cables For All Phases And Crimping The Same To The Conductor For The Following Cables. Iscellaneous Items Like Cable Lugs, G.I Nut - Bolts And G.I Washers , Consumables And Other Hardware Materials As Required To Make The Installation Complete, Are In The Scope.All G.I Nut, Bolt And Washers Shall Be Hdgi With 80 Micron.One Set Of Termination Includes Gland, Lugs For Cable Core & Accessories Supply, Installation Testing And Commissioning Of Cable End Termination For Copper Cables -4C X 16 Sq.Mm 413 Cable End Terminations For Lv, Xlpe / Pvc Insulated, Pvc Sheathed, Armoured / Unarmoured Cables Including Supply And Fixing Of Double Compression Cable Glands, Stripping Of Cable Insulation, Supply And Fixing Of Tinned Plated Copper Lugs For Copper Cables For All Phases And Crimping The Same To The Conductor For The Following Cables. Iscellaneous Items Like Cable Lugs, G.I Nut - Bolts And G.I Washers , Consumables And Other Hardware Materials As Required To Make The Installation Complete, Are In The Scope.All G.I Nut, Bolt And Washers Shall Be Hdgi With 80 Micron.One Set Of Termination Includes Gland, Lugs For Cable Core & Accessories Supply, Installation Testing And Commissioning Of Cable End Termination For Copper Cables -4C X 25 Sq.Mm 414 Supply, Installation Testing And Commissioning Ofceiling Fan Of 1200 Mm Sweep With All Accessories Including Electronic Regulator For Completing Installation 415 Supply, Installation Testing And Commissioning Of Ceiling Fan Of 900 Mm Sweep With All Accessories Including Electronic Regulator For Completing Installation 416 Supply, Installation Testing And Commissioning Of Exhaust Fan Of 380Mm Sweep, 900 / 950Rpm, With 1350 Cfm Free Air Delivery, Ac 230V , 50 Hz, Single Phase Complete With All Necessary Accessories For Completing Installation 417 Supply, Installation Testing And Commissioning Of Wall Mounting Air Circulator Of 600Mm Sweep, 230 Volts, Ac 50 Hz, Oscillating Type Complete With All Necessary Accessories For Completing Installation 418 Supply, Installation Testing And Commissioning Of Heavy Duty Gong Bell 150 Mm Dia On Polished Wooden Board With All Necessary Accessories For Completing Installation. 419 Supply, Installation Testing And Commissioning Of Storage Type Horizontal / Vertical Water Heater 10 Liters Capacity On Wall / Loft As Per Specification. 420 Supply, Installation Testing And Commissioning Of Standard Industrial Type Fly Killer With M.S. Body, 4 X 20W Tube And Approx. Area Covered: 2000 Sq.Ft. 421 Supply, Installation Testing And Commissioning Of Downlighter / Wall Mounted Led 9-10 W 422 Supply, Installation Testing And Commissioning Of 13-18 W 423 Supply, Installation Testing And Commissioning Of Led Square Recessed Downlighter 8-20W 424 Supply, Installation Testing And Commissioning Of36w ( 600X600 ) 425 Supply, Installation Testing And Commissioning Oftubelight Fixtures1x 18W 426 Supply, Installation Testing And Commissioning Of Spot Light 427 Supply, Installation Testing And Commissioning Of Led Bulkhead Fitting 428 Supply, Installation Testing And Commissioning Of Led Flexible Strip Light 2 Wire Min Of 4.8W 429 Supply, Installation Testing And Commissioning Of 4W Integral Driver Led Steplight 430 Supply, Installation Testing And Commissioning Of Post Top Lantern Fitting Suitable For 70W Hpsv Lamp Complete Wired With Ballast And All Accessories With 70W Sv Lamp 431 Led Type Solar Street Light Fixtures With Heat Sink For Led, Crystalline / Polycrystalline Silicon Solar Pv Modules, Suitable Size Of Maintenance Free Battery Along With 5.5 Mtr , 65Mm Dia Gi Pole With Civil Foundation, Base Plate, Nut , Bolts Etc And All Accessories Required For Completing Installation As Per Specification. Supply, Installation Testing And Commissioning Of20w Led Solar Street Lighting System With 5 Years Warranty As Per Specification 432 Supply, Installation Testing And Commissioning Of Fluorescent Emergency Light Fitting With 1 No. 1 Feet ( 30Cms. ) Single Tube 9 / 11 W With M.F. Sla Rechargable Battery With 3 Hrs Of Back Up.. 433 Supply, Installation Testing And Commissioning Ofups 3 Ph Input & 3 Ph Output 15 Kva Fully Microprocessor Based True Online Double Conversion Ups System With Tubular Batteries Suitable For 1 / 2 Hrs Along With Necessary Battery Racks & Interconnections & Ups To Battery Bank Cables 434 Supply, Installation, Testing, Commissioning, Performance Demonstration Of Ups 20Kva With 30 Mints Battery Back-Up 3 Phase Output 435 Supply, Installation Testing And Commissioning Of 3 Ph Input & 3 Ph Output 40 Kva Fully Microprocessor Based True Online Double Conversion Ups System With Smf Batteries Suitable For 1 / 2 Hrs Along With Necessary Battery Racks & Interconnections & Ups To Battery Bank Cables. 436 Supply, Installation Testing And Commissioning Of Split Type Air Conditioning Fitted With Hermetically Sealed Rotary Compressors Operating On Refrigerant R-407C / R-410A Non Cfc / R-134A Environment Friendly Refrigerant, Suitable For Wall / Ceiling Mounting Conforming To Is ( Except Power Consumption Norms ) Suitable For Operation On 230 V + / - 10% N 50 Hz, Single Phase Ac Supply Capable Of Performing 1 ) Cooling 2 ) Dehumidifying 3 ) Air Circulating 4 ) Filtering. Nominal Capacity 1.0 Tr ( 3024 Kcal / Hr. ( 1 Indoor Unit Of 1.0 Tr & 1 Outdoor Unit Of 1.0 Tr ) Including Ms Stand And Bracket For Indoor And Outdoor Unit 437 Supply, Installation Testing And Commissioning Of Nominal Capacity 2.0 Tr ( 6050 Kcal / Hr. ( 1 Indoor Unit Of 2.0 Tr & 1 Outdoor Unit Of 2.0 Tr ) Including Ms Stand And Bracket For Indoor And Outdoor Unit 438 Supply, Installation Testing And Commissioning Of Nominal Capacity 3.0 Tr Mega Split Ac ( 1 Indoor Unit Of 3 Tr Each & 1 Outdoor Unit Of 3 Tr. ) Including Ms Stand And Bracket For Indoor And Utdoor Unit 439 Providing & Fixing Of Boxing To Cover Refrigeration Piping, Cabling Etc 440 Providing & Fixing Of Platform And M.S. Railing For Outdoor Units Of Split Ac To Facilitate Smooth Access To Technician To Safely Carry Out Maintenance 441 Providing & Fixing Of M.S.Cage / Encloser For 1.0 Tr / 1.5 Tr, 2 Tr Window A.C. & 1.0 Tr / 1.5 Tr / 2.0 Tr Split A.C Units.. 442 Providing & Fixing Of M.S.Cage / Encloser For 2.5 / 3.0 Tr Mega / Multi Split A.C. Units 443 Providing & Fixing Of Weather Shed For Window A.C.& Split A.C. Units. Including 6 Mm Thick Non-Asbestos High Impact Polypropylene Reinforced Cement Corrugated Sheet Of Approved Make Conforming To Is: 14871-2000 Laying The Same In Position As Per The Stipulation In Is: 3007-1991 Using 8M Dia Polymer Coated Iron L Or J Hook Bolts, Galvanized Iron & Bituminous Washers, Or Self Drilling Fasteners And Epdm Washers, Galvanized Iron Clamps, Nuts And Bolts Etc. Complete And As Directed. 444 Providing & Fixing Of Extra Refrigerant Piping Including Electrical Cabling & Earthing As Per Specification. 445 Providing & Fixing Of Extra Drain Piping As Per Specification. 446 Supply, Installation Testing And Commissioning Of Water Coolers ( Nominal Cooling Capacity / Storage Capacity ) 20 Litre Per Hour / 40 Litre 447 Readymade 2500Mm Standard Length, Prefabricated, Gi Trunking From Ms Sheet And Then Hot Dip Galvanised, Of Following Sizes And Associated Accessories Such As Coupler Plates, Tees, Elbow Etc. 50 Mm Side Flanges Shall Be Provided. Galvanisation Thickness Shall Be Minimum 86 Micron. Cost Of Trunking Shall Be Included Junction Box Of Suitable Size, And All Other Accessories Required To Complete The Work. Supply, Installation Testing And Commissioning Of50 X 40Mm ( W X H ) - ( 16 Swg - 1.6 Mm ) With Cover Without Partition 448 Readymade 2500Mm Standard Length, Prefabricated, Gi Trunking From Ms Sheet And Then Hot Dip Galvanised, Of Following Sizes And Associated Accessories Such As Coupler Plates, Tees, Elbow Etc. 50 Mm Side Flanges Shall Be Provided. Galvanisation Thickness Shall Be Minimum 86 Micron. Cost Of Trunking Shall Be Included Junction Box Of Suitable Size, And All Other Accessories Required To Complete The Work. Supply, Installation Testing And Commissioning Of100 X 40Mm ( W X H ) - ( 14 Swg - 2Mm ) With Cover Without Partition 449 Readymade 2500Mm Standard Length, Prefabricated, Gi Trunking From Ms Sheet And Then Hot Dip Galvanised, Of Following Sizes And Associated Accessories Such As Coupler Plates, Tees, Elbow Etc. 50 Mm Side Flanges Shall Be Provided. Galvanisation Thickness Shall Be Minimum 86 Micron. Cost Of Trunking Shall Be Included Junction Box Of Suitable Size, And All Other Accessories Required To Complete The Work. Supply, Installation Testing And Commissioning Of150 X 40Mm ( W X H ) - ( 14 Swg - 2Mm ) With Cover Without Partition 450 Readymade 2500Mm Standard Length, Prefabricated, Gi Trunking From Ms Sheet And Then Hot Dip Galvanised, Of Following Sizes And Associated Accessories Such As Coupler Plates, Tees, Elbow Etc. 50 Mm Side Flanges Shall Be Provided. Galvanisation Thickness Shall Be Minimum 86 Micron. Cost Of Trunking Shall Be Included Junction Box Of Suitable Size, And All Other Accessories Required To Complete The Work. Supply, Installation Testing And Commissioning Of 100Mm X 100Mm X 50Mm Size Gi Junction Box 451 Readymade 2500Mm Standard Length, Prefabricated, Gi Trunking From Ms Sheet And Then Hot Dip Galvanised, Of Following Sizes And Associated Accessories Such As Coupler Plates, Tees, Elbow Etc. 50 Mm Side Flanges Shall Be Provided. Galvanisation Thickness Shall Be Minimum 86 Micron. Cost Of Trunking Shall Be Included Junction Box Of Suitable Size, And All Other Accessories Required To Complete The Work. Supply, Installation Testing And Commissioning Of200mm X 200Mm X 50Mm Size Gi Junction Box 452 Readymade 2500Mm Standard Length, Prefabricated, Gi Trunking From Ms Sheet And Then Hot Dip Galvanised, Of Following Sizes And Associated Accessories Such As Coupler Plates, Tees, Elbow Etc. 50 Mm Side Flanges Shall Be Provided. Galvanisation Thickness Shall Be Minimum 86 Micron. Cost Of Trunking Shall Be Included Junction Box Of Suitable Size, And All Other Accessories Required To Complete The Work. Supply, Installation Testing And Commissioning Of350mm X 350Mm X 50Mm Size Gi Junction Box 453 Networking For Data And Camerasupply, Installation Testing And Commissioningof 20 Sfp Ports + 4 Combo 10 / 100 / 1000Base-T / Sfp Ports + 4 10Ge Sfp+ Ports L3 Stackable Managed Switch 454 Supply, Installation Testing And Commissioning Of Dgs-3630-28Sc Dlms License Pack From Standard Image To Enhanced Image 455 Supply, Installation Testing And Commissioning Of 10-Gbe Sfp+ To Sfp+ 1M Direct Attach Cable 456 Supply, Installation Testing And Commissioning Of 44 10 / 100 / 1000Base-T Ports + 4 Combo 10 / 100 / 1000Base-T / Sfp Ports + 4 10Ge Sfp+ Ports L3 Stackable Managed Switch 457 Supply, Installation Testing And Commissioning Of Dgs-3630-52Tc Dlms License Pack From Standard Image To Enhanced Image 458 Supply, Installation Testing And Commissioning Of 10-Gbe Sfp+ To Sfp+ 1.5 M Direct Attach Cable. 459 Supply, Installation Testing And Commissioning Of 8 Port Full Gigabit Managed Ethernet Switch, 4 X 10 / 100 / 1000 Base-T Poe / Poe+ Ports & 4 X 100 / 1000 Base-X Sfp Ports. -20° To 70° C Operating Temprature. 460 Supply, Installation Testing And Commissioningof 1000Base-Lx Single Mode Sfp Transceiver. 10 Km. -40° To 85° C Operating Temperature. 461 Supply, Installation Testing And Commissioning Of 8 10 / 100 / 1000 Base-T Poe / Poe+ Ports And 2 Combo 10 / 100 / 1000 Base-T / Sfp Ports Layer2+ Switch. Operating Temperature -40°C To 75°C. 462 Supply, Installation Testing And Commissioningof 1000Base-Lx Single Mode Sfp Transceiver. 15 Km. -40° To 85° C Operating Temperature. 463 Supply, Installation Testing And Commissioningof Patch Panel Cat 6 Utp Keystone Type- 24 Port-Fully Loaded 464 Supply, Installation Testing And Commissioning Of D-View 8 Network Management Software Standard Edition 465 Supply, Installation Testing And Commissioningof O. F.Cable 48F Outdoor - Armoured Unitube Sm - Hdpe Sheath 466 Supply, Installation Testing And Commissioning Of Liu 48 Port Rack Mount - Loaded ( Lc ) Sm 467 Supply, Installation Testing And Commissioningof Pigtail Lc Sm Os2 Simplex Length- 1M 468 Supply, Installation Testing And Commissioning Of O. F.Cable 06F Outdoor - Armoured Unitube Sm - Hdpe Sheath 469 Supply, Installation Testing And Commissioningof Liu 12 Port Rack Mount - Loaded ( Lc ) Sm 470 Supply, Installation Testing And Commissioning Of Pigtail Lc Sm Os2 Simplex Length- 1.5 M 471 Supply, Installation Testing And Commissioning Of Cat6 Utp 23Awg Solid:305M 472 Supply, Installation Testing And Commissioning Of Ip 65 Outdoor Pole Rack 9U X 550Mm W X 500 Mm Dconstruction Of Material- 1.2 / 1.5Mm Thick Crca Sheeteach Rack Includes: A Very Compact Design, Welded Structure With Front Accessible The Side Panels Are Integrated Type & Welded With Top & Bottom Cover Rigid Frame That Can Be Fixed To The Pole Front Door With Filter, Louver & Unique Key Lock 90Cfm, 230V Ac Fan- 2 Nos, Front Door Self Adhesive Thermal Foam From Inside Door Hinges - 2 Nos Cable Glands At Bottom Side For Cable Entry 19 Angles 9U - 2 Nos For Equipment Mounting Gasket ( As Per Ip55 Standard ) Pole Mounting Brackets At Rear Side- 2 Nos Hood For Air Inlet At Front Side Powder Coated Surface 1U Cantilever Tray 250Mmdepth 6 Socket Pdu 5Amp - 1 No, Hardware Pkt Of 20 - 1 Pkt Finish : Light Grey -Ral 7035-Powder Coated 473 Supply, Installation Testing And Commissioning Of 42U Network Enclosure Frame-800X800-Steel With Accessories Like Fan, Pdu, Cable Manager Etc. 474 Server And Recordersupply, Installation, Testing And Commissioning Of Recording Server And Storage As Per Tender Specification 475 Supply, Installation, Testing And Commissioning Of Failover Recording Server And Storage As Per Tender Specification 476 Supply, Installation, Testing And Commissioning Of Management Sever Specification As Per Tender Specification 477 Supply, Installation, Testing And Commissioning Of Viewing Desktip For Displaying Camera Feeds As Per Tender Specification 478 Camera And Vms Supply, Installation, Testing And Commissioning Of 2 Mp Outdoor Ready Bullet Camera Long Range ( Perimeter / Roads ) As Per Tender Requirement And Specification 479 Supply, Installation, Testing And Commissioning Of 2 Mp Outdoor Ready Bullet Camerashort Range ( Entry / Exits / Cage Area, Parking ) As Per Tender Requirement And Specification 480 Supply, Installation, Testing And Commissioning Of 5Mp 30X Speed Dome Ptz Camera For Long Distance Surveillance As Per Tender Requirement And Specification 481 Supply, Installation, Testing And Commissioning Of 2 Mp Fixed Dome Camera With Ik10 Protection ( For Admin Building ) As Per Tender Requirement And Specification 482 Supply, Installation, Testing And Commissioning Of 180 Degree Camera ( For Ticket Counters With Audio ) As Per Tender Requirement And Specification 483 Supply, Installation, Testing And Commissioning Of Multi-Sensor Camera For Critical Area For Complete 360 Degree View ( General Purpose ) As Per Tender Requirement And Specification 484 Supply, Installation, Testing And Commissioning Of Video Management Software As Per Tender Requirement And Specification For Min 300 Camera Support 485 Supply, Installation, Testing And Commissioning Of 2X2 Video Wall Along With Mount Along With Software 486 Submission Of Documents And Asbuilt Drawing As Per Direction Of Eic Said Above Worksof Mep And Elv Services

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	06-05-2023	Corrigendum	BOQ	23-05-2023

INR 30000 /-

INR 40647506.0 /-

INR 203.23 Crore /-