Tender For Conservation And Site Development Of Wanla Khar in India

Work Detail

Conservation And Site Development Of Wanla Khar- 1 Dismantling Of Tiles And Weathered Sun Dried Mud Bricks Wallcarefully In Parapets / Structural Wall Avoiding Any Damages To The Adjoining Structure, Including Sorting Out Serviceable Materials Within A Lead Of 400 To 500 M. 2 Dismantling Of 30 Cm Thick Scratched And Worn Out Dead Plaster And Mud Concrete From The Roofs And Floors At Different Levels Of The Palace, Including Sorting Out Serviceable Materials, Stacking And Screening / Seiving And Disposal Of Unserviceable Materials Within A Lead Of 300 Meters. 3 Dismantling Doors, Windows And Clerestory Windows ( Steel Or Wood ) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Meters Lead : Of Area 3 Sqm And Below 4 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. 5 Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead. 6 Surface Dressing Of The Ground Including Removing Vegetation And In-Equalitiesnot Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto 50 M And Lift Upto 1.5 M In - All Kinds Of Soil. 7 Dismantling Barbed Wire Or Flexible Wire Rope In Fencing Including Making Rolls And Stacking Within 50 Meters Lead. 8 Carefully Dismantling Rammed Earth Manually And Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer In Charge. 9 Carefully Dismantling Stone Rubble Masonry Manually Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge:In Mud Mortar 10 Dismantling Of Fractured, Cracked And Out Of Plumb Wood Works Such As Beams, Brackets And Posts Etc. Very Carefully And Properly Avoiding Any Damages To The Adjoining Structure, Includng Sorting Out Serviceable Materials, Stacking Properly And Disposal Of Unserviceable Materials Within A Lead Of 300 Meter To 350 Meter. 11 Dismantling Of Wooden Round Poles From The Ceiling / Roof Very Carefully Avoiding Damages To The Adjoining Structures For Resetting / Relaying The Same By Sorting Out Serviceable Materials, Cleaning, Stacking Properly And Disposal Of Unserviceable Materials Within A Lead Of 300 Meter Distance. 12 Dismantling Cracked Weathered And Fractured Twigs / Tallu / Round Batten From The Roofs / Ceiling For Resting / Relaying The Same, Including Disposal Of Broke, Cracked And Unserviceable Materials Within A Lead Of 300 Meter And Sorting Out Serviceable Materials, Cleaning And Stacking In Order Complete. 13 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete. 14 Cleaning Of The Existing Wooden Members To Remove Layers Of Paints, Dust And Other Deposits To Expose The Intricate Patterns Using Simple Solvent Based Techniques. No Acids Should Be Used For The Cleaning Purpose. 15 Removing White Or Colour Wash Or Oil, Grease, Paint Etc. In Multiple Layers Under The Supervision Of Trained Conservator From Exposed Stone Wall Or From Rendered Brick Or Stone Wall At All Heights By Scrubbing With Bristle Bruses Applying Hot / Warm Water Wherever Necessiated. A Gentle Use Of Air Abrasive Tools May Be Permitted As Long As No Damage To The Original Surface Is Ensured. The Surface Shall Finally Be Cleaned By Hand Rubbing And Rinsing With Clean Water To Obtain Nearly Original Surface, Colour And Texure. ( The Rate Shall Include All The Above Operations, Cost Of Material, Tools And Tackles Etc. Including Errecting The Scaffolding And Dismantling The Scaffolding After The Work Is Completed. ) 16 Raking Out Joints Of Stone Masonry Surface To The Requiredwidth And Depth, With Due Care And Precaution, Bymechanical / Manual Means, Including Preparing And Cleaning The Surface For Re-Pointing / Refilling Of Joints, Includingdisposal Of Rubbish To The Dumping Ground Within 50 Meterlead. 17 Raking Out Joints Ofmud Brick Masonry Surface To The Requiredwidth And Depth, With Due Care And Precaution, Bymechanical / Manual Means, Including Preparing And Cleaning The Surface For Re-Pointing / Refilling Of Joints, Includingdisposal Of Rubbish To The Dumping Ground Within 50 Meterlead. 18 Masonry Works:-Rammed Earth Made Of Sand And Gravel Content Of 60%, Silt Content Of 20%, Clay Content Of 10%, Stone Aggregates Of 10Mm, 5% Of Cement. Addition Of Organic Additive, Soluble Salt And Other Deleterious Matter Content Not Exeeding 2%. The Materal Shall Be Properly Mixed To Provide An Even And Consistent Material. Constant Curing And Drying Process 19 Random Rubble Masonry With Hard Stones In Super Structure Including Levelling With Mud Concete With 40Mm Stone Aggregate In Mud Mortar 20 Stone Work, Plain In Copings, Cornices, String Courses And Plinth Courses, Upto 75Mm Thick, In Mud Mortar Including Pointing With Mud Mortar & Curing Complete. ( Local Stone To Be Used ) 21 Reconstruction Of Missing Mud Brick Masonry With Mud Mortar Of Composition 1:3:1 ( 1 Lime Putty : 3 Mud : 1 Coarse Aggregate ) Admixed Markula To Maintain The Originality Using 20% Bricks From Salvages From The Dismantling And 80% New Supply Of Materials, Including Providing / Replacing Bricks Of Similar Nature. 22 Consolidation Of Loose / Damaged Stone Masonry With Hard Stone In Super Structure Above Plinth Upto Five Floor Level Including Carefully Dismantling Of Stone, Cleaning Of Mortar And Reconsolidating Using Old Reusable Stone And New Stone Both As Per Site Condition And Availability Of Old Reusable Stone For Masonry With Lime Mortar 1:2 ( 1 Lime : 2 Coarse Sand ) , Random Rubble Masonryconsidering 75% Reusable Old And 25% New Stone 23 Considering 50% Reusable Old And 50% New Stone 24 Considering 25% Reusable Old And 75% New Stone 25 Providing And Injecting Approved Mud Grout In Proportion Recommended By The Architect Into Cavity Up To 15Mm Wide And Deep Of Masonry By Suitable Gun / Pump At Required Pressure Including Cutting Of Nipples After Curing Etc. Complete As Per Directions Of Engineering-Charge. 26 Repointing Of Raked Out Joints Of Random Rubble Masonry By Using Mud Mortar 1:3:1 ( 1 Slaked Lime : 3 Mud :1 Coarse Sand ) In Stone Work 27 In Mud Brick 28 Repairs To Plaster Of Thickness 10 Mm To 30 Mm In Patches Of Area 2.5 Sq. Meters And Under, Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete, Preparation Of Mortar By Traditional Practice ( By Hand Grinder ) In 3 Course & Loi, Tamping, Beating, Till The Shrinkage Cracks Are Disappear Disposal Of Rubbish To The Dumping Ground Within 50 Metres Lead With 29 Mud Replastering Admixed With Markala Soil In Required Proportions As Directed By The Engineer In Charge. Coat Of Markalak And Lime Finish As Per The Traditional Style. 30 Mud Capping - Mud Plaster With 2 Layers Prepared From Local Soil ( Mostly Clayey ) . Fist Layer Contains 10% Barley Hay / Phugma And 5% Markalak. The 2Nd Layer Does Not Contain Hay. The Second Layer Is Made Smooth Using Quality River Stone. Soil To Be Soaked In Apricot Water For 24 Hours Before Use. Other Organic Additives Added As Per The Directions 31 Roofing Works And Ceiling Works:-Providing Beams Including Hoisting, Fixing In Position And Applying Wood Preservative For The Unexposed Surfaces, Etc. Complete With:Second Class Deodar Wood 32 Providing And Laying Of Local Poplar Pole For Ceiling Of The Room Of The Palace Complex As Per The Local Traditional Matching With The Original Pattern Using 20% Poles From The Salvage And 80% From New Supply. 33 Providing And Laying Of Willow / Twigs, 2.50M Thick Av Compressed Local Grass One First Layer Of Mud Mortar ( 75Mm ) , Markalak Soil ( 50 Mm Thick ) , Second Layer Of Mud Mortar ( 100Mm ) , Dry Locally Available Soil ( Local Soil ) , As Per Local Traditional Matching With The Original Pattern. 34 Providing And Making Gola ( Batta ) In Mud And Lime Concrete Using Mud Mortar 1:2 With 12Mm Stone Aggregate, Along Joints Of Wall And Terrace Finished With Mud Mortar 1:2 Plaster As Per Traditional Practice In Concave / Approved Shape Of ( Size 75Mmx75mm ) 35 Providing And Fixing 100 Mm Diameter And 60 Cm Long Rain Water Spout In Cement Mortar 1:4 ( 1 Cement : 4 Fine Sand ) 36 Terracing And Waterproofing Works:-Demolishing Cement Concrete Manually / By Mechanical Means Including Disposal Of Material Within 50 Meters Lead As Per Direction Of Engineer-Incharge: 1:3:6 Or Richer Mix ( I / C Equivalent Design Mix ) 37 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete.50 Mm Thick With 20Mm Nominal Size Stone Aggregate. 38 Providing Pu Primer@ 0.15-0.20 Kg / Sqm For Better Adhesion. Ensure Substrate Is Dry And Surface Moisture Content Is <4% Prior To Primer Application.Concrete Should Be Cured For At Least 28 Days Before Applying Pu 60-2K. Providingpu 60 Evenly By Spray, Stiff Brush Or Roller Within The Pot Life Of The Mixed Material. Apply A First Coat Of Pu 60 On Primed Surface As Seamless Film And Let It Dry For 8 Hours. After The First Coat Has Fully Dried And Set, Apply A Second Coat Of Pu 60 In Cross Direction And Let It Cure For 3-4 Days ( Re-Coat Time: Min. 8 Hours & Max. 2 Days At @25Oc, 65% R.H. ) . Recommended Film Thickness Should Be Minimum 1.5 Mm For Exposed Terrace Waterproofing And 2.0 Mm For Human Trafficable Floors.Higher Thickness Up To 2-2.5 Mm Should Be Used For Demanding Conditions. If Used Under Uv Exposure Conditions, Cured Membrane Shall Be Protected With Uv Stable Topcoat Using @ 0.2 Kg / Sqm. Including Application. 39 Making Khurras 45X45 Cm With Average Minimum Thickness Of 5 Cm Cement Concrete 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Graded Stone Aggregate Of 20 Mm Nominal Size ) Over P.V.C. Sheet 1 M X1 M X 400 Micron, Finished With 12 Mm Cement Plaster 1:3 ( 1 Cement: 3 Coarse Sand ) And A Coat Of Neat Cement, Rounding The Edges And Making And Finishing The Outlet Complete. 40 Providing Gola 75X75 Mm In Cement Concrete 1:2:4 ( 1 Cement: 2 Coarse Sand: 4 Stone Aggregate 10 Mm And Down Gauge ) , Including Finishing With Cement Mortar 1:3 ( 1 Cement: 3 Fine Sand ) As Per Standard Design. In 75X75 Mm Deep Chase. 41 Flooring Works:-40 Mm Thick Fine Dressed And Rubbed Stone Flooring Over 20Mm ( Average ) Thick Base Of Cement Mortar 1:5 ( 1 Cement: 5 Coarse Sand ) , With Joints 3Mm Thick, Side Buttered With Cement Mortar 1:2 ( 1 Cement : 2 Stone Dust ) Admixture With Pigment To Match The Shade Of Stone And Pointing With The Same Mortar And Curing Complete. 42 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 40 Mm Nominal Size ) 43 Kota Stone Slab Flooring 25 Mm Thick Over 20Mm ( Average ) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing, Polishing And Curing Complete With Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) : 44 Kota Stone Slab 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm ( Average ) Thick Cement Mortar 1:3 ( 1 Cement:3 Coarse Sand ) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing, Polishing And Curing Complete. 45 Woodworks:- Providing New Well Seasoned Deodar Decorative Brackets As Per The Original Details And Design Found On Site Of Size Approximately ( 1000Mmx300mmx120mm ) . The Damaged Bracket To Be Carefully Dismantled From Site Without Damaging The Adjacent Areas And Replaced With New Bracket Of The Same Size And Design. The Bracket To Be Anchored Into The Wall Using The Original Details Used On Site Or As Directed By The Architect Or Engineer In Charge. The Entire Bracket To Be Painted With Oil Type Wood Preservative Of Approved Brand. Sample Of The Bracket To Be Shown To The Architect For Approvals Before Procuring And Installing The Same On Site. Item To Include 1 Coat Of Primer, All Necessary Carvings, Scaffolding Etc. Complete 46 Providing New Well Seasoned Deodar Column As Per The Original Details And Design Found On Site Of Size Approximately ( 2100Mmx150mmx150mm ) . The Damaged Posts To Be Carefully Dismantled From Site Without Damaging The Adjacent Areas And Replaced With New Post Of The Same Size And Design. Thepost To Be Anchored Into The Wall Using The Original Details Used On Site Or As Directed By The Architect Or Engineer In Charge. The Entire Column To Be Painted With Oil Type Wood Preservative Of Approved Brand. Sample Of The Post To Be Shown To The Architect For Approvals Before Procuring And Installing The Same On Site. Item To Include 1 Coat Of Primer, All Necessary Carvings, Scaffolding Etc. Complete 47 Making Of New Deodar Wooden Jalis And Railings Of The Balconies / Parapets Etc. ( Wood To Be Approved By Engineer In Charge ) With Thickness 50 Mm 48 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 And Length ( Hold Fast Lugs Or With Dash Fasteners Shall Be Paid For Separately ) :Second Class Deodar Wood 49 Providing And Fixing Panelled Or Panelled And Glazed Shutters For Doors, Windows And Clerestory Windows Fixing With Butt Hinges Of Required Size With Necessary Screws, Excluding Panelling Which Will Be Paid For Separately, All Complete As Per Direction Of Engineer-In-Charge. ( Note:Butt Hinges And Necessary Screws Shall Be Paid Separately ) .Second Class Deodar Wood ( 35Mm ) 50 4 Mm Thick Glass Pane ( Weighing Not Less Than 10 Kg / Sqm ) 51 Providing And Fixing Weaved Willow Parapet 52 Providing And Fixing Wood Finial Of The Same Size And Design As Per The Original Finial Existing On Site. 53 Finishes:-Applying Priming Coat:With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work ( Hard And Soft Wood ) . 54 Painting With Oil Type Wood Preservative Of Approved Brand And Manufacture On New Work ( Two Or More Coats ) . 55 Applying Priming Coat: With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanized Iron / Steel Works 56 Distempering With 1St Quality Acrylic Distemper ( Ready Mixed ) Having Voc Content Less Than 50 Gms / Litre, Two Or More Coats On New Work Of Approved Manufacturer, Of Required Shade And Colour Complete As Per Manufacturer’S Specifications 57 Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade:Old Work ( Two Or More Coats Applied @ 1.67 Liters / 10Sqm On Existing Cement Paint Surface ) 58 Landscaping:- Trenching In Ordinary Soil Upto A Depth Of 60 Cm Including Removal And Stacking Of Serviceable Materials And Then Disposing Off By Spreading And Neatly Leveling Within A Lead Of 50 M And Making Up The Trenched Area To Proper Levels By Filling With Earth Or Earth Mixed With Sludge Or / And Manure Before And After Flooding Trench With Water ( Excluding Cost Of Imported Earth, Sludge Or Manure ) 59 Fine Dressing Of The Ground 60 Spreading Of Sludge, Dump Manure Or / And Good Earth In Required Thickness As Per Directions Of Officer In-Charge ( Cost Of Sludge, Dump Manure Or / And Good Earth To Be Paid Separately ) 61 Mixing Earth And Sludge Or Manure In Proportion Specified Ordirected By Officer In Charge. 62 Grassing With Selection No. 1 Grass Including Watering & Maintenance Of The Lawn For 30 Days Or More Till The Grass Forms A Thick Lawn Free From Weeds & Fit For Mowing Including Supplying Of Good Earth If Needed ( The Good Earth Shall Be Paid Separately. ) In Rows 5 Cm Apart In Either Direction 63 Providing & Fixing Of White River ( Stone ) Pables Size Of 2" To 2.50" Dia In Natural Colour At Site Of Work Including Loading, Unloading, Carriage And All Taxes Paid Etc.And As Per Direction Of Officer In Charge. 64 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 Stringers, Treads, Landings Etc. Of Stair Cases, Including Use Of Chequered Plate Wherever Required, All Complete. 65 In Gratings, Frames, Guard Bar, Ladder, Railings, Brackets, Gates And Similar Works. 66 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 , Including Fixing The Railing With Necessary Accessories And Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc. Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) . 67 Scaffolding And Propping:- Providing And Fixing Double Scaffolding System ( Cup Lock Type ) On The Exterior Side Of Building / Structure, Upto 25 Mtrs Height Above Ground Level, Including Additional Rows Of Scaffolding In Stepped Manner As Per Requirement Of Site, Made With 40Mm Dia M.S. Tube, Placed 1.5 Mtr.C / C, Horizontal And Vertical Tubes Joint With Cup And Lock System With M.S Tube, M.S Tubes Challis M.S Clamps And Stairs Case System In The Scaffolding For Working Platform Etc. And Maintaining It In A Serviceable Condition Of Execution Of Work Of Cleaning And / Or Pointing And / Or Applying Chemical And Removing It Their After The Scaffolding System Shall Be Stiffened With Bracings, Runners Connecting With The Building Etc. Where Ever Required. If Feasible, For Inspection Of Work At Required Location With Essential Safety Features For The Work Men Etc, Complete As Per Directions And Approval Of Engineer-In-Charge. 68 Signages: Signages:- Information Signages With Wooden Frame And Engraving On Panel 69 Directional And Amenity Signages 70 Chorten Description Panels 71 Streetf Furniture 72 Supply And Fixing In Position Of Stainless Steel Dust-Bin Including All Material Required For Fixing Etc, All Complete Under Instruction Of Engineer In Charge 73 Electrification:- Wiring For Light Point / Fan Point / Exhaust Fan Point / Call Bell Point With 1.5 Sq. Mm Pvc Insulated Frls Copper Conducor Single Core Cable In Surface / Recessed Steel Conduit, Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 4 Sq. Mm. Pvc Insulated Frls Copper Conductor Single Core Cable As Earth Wire As Required. 74 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 Steel Conduit, And Earthing The Point With 1.5 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. 75 Wiring For Light / Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 1 No. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 76 Wiring For Light / Power Plug With 4X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Steel Conduit Alongwith 2 Nos. 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. 77 Wiring For Circuit / Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required.A. 2X1.5 Sq.Mm. + 1X1.5 Sq.Mm. Earth Wire. 78 Supplying And Fixing Of Following Sizes Of Steel Conduit Along With The 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.A. 20 Mm 79 B. 25 Mm 80 C. 32 Mm 81 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 Modularsocket Outlet And 5 / 6A Modular Switch, Connections Etc. As Required. 82 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 & 16 / 16 A Modularsocket Outlet And 15 / 16A Modular Switch, Connections Etc. As Required. 83 Supplying And Fixing3 Pin, 5A Ceiling Rose On The Exiting Juction Box / Wooden Block Including, Connections Etc. As Required. 84 Supplying And Fixing Two Module Stepped Type Modular Fan Regulator On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 85 Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate And Switch Box Excluding Modular Plate As Required. 86 Boards & Distribution Board:-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 ) C. 12 Way, Double Door 87 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 88 Supplying And Fixing 5 Amps To 32 Amps Rating, 240 / 415 Volts, "C" Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. A. Single Pole 89 E. Triple Pole And Neutral 90 Supplying And Fixing Single Pole, Blanking Plate In The Existing Mcb Db Complete Etc. As Required. 91 Supplying And Fixing Of Following Rating Double Pole ( Single Phase And Neutral ) 240 Volts, Residual Current Circuit Breaker ( Rccb ) , Having A Current Sensivity Current 30 Miliampere In The Existing Mcb Db Complete With Connections, Testing & Commissioning Etc. As Required.A. 25 Amps 92 B. 40 Amps 93 Supplying And Fixing Of Following Rating Double Pole ( Single Phase And Neutral ) 240 Volts, Isolator In The Existing Mcb Db Complete With Connections, Testing & Commissioning Etc. As Required.A. 40 Amps 94 Supplying And Fixing Of Following Rating Four Pole 415 Volts, Isolator In The Existing Mcb Db Complete With Connections, Testing & Commissioning Etc. As Required. B. 63 Amps 95 Earthing With G.I. Earth Pipe 4.5 Mtr. Long 40 Mm Dia Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Etc.With Charcoal Or Coke And Salt ) As Required. 96 Earthing With Copper Earth Plate 600Mm X 600Mm X 3Mm Thick Including Accessories And Providing Masonary Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Meter Long Etc. With Charcoal And Salt ) As Required. 97 Supplying And Laying 6 Swg Dia G.I.Wire At 0.50 Meter Below Ground Level For Conductor Earth Electrode, Including Soldering Etc. As Required. 98 Supplying And Laying 25Mm X 5Mm Copper. Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection / Terminating With Nut, Bolt, Spring, Washer Ect.As Required.Jointing Shall Be Done By Overlapping And With 2Sets Of Brass Nut Boltand Spring Washer Spaced At 50Mm. 99 Supplying And Laying 25Mm X 5Mm Gi. Strip At 0.50 Metre Below Ground As Strip Earth Electrode, Including Connection / Terminating With Nut, Bolt, Spring, Washer Ect.As Required.Jointing Shall Be Done By Overlapping And With 2Sets Of Brass Nut Boltand Spring Washer Spaced At 50Mm. 100 Providing And Fixing 25 Mm X 5 Mmcopper Stripin 40 Mm Dia Gi Pipe From Earth Electrode Including Connection With Brass Nut, Bolt, Spring, Washer Excavation And Re-Filling Ect, As Required. 101 Providing And Fixing 25 Mm X 5 Mmgi Stripin 40 Mm Dia Gi Pipe From Earth Electrode Including Connection With Gi Nut, Bolt, Spring, Washer Excavation And Re-Filling Ect, As Required. 102 Providing And Laying Earth Connection From Earth Electrode With 6 Swg Dia G.I. Wire In 15 Mm Dia G.I. Pipe From Earth Electrode Including Connection With Githimbel, Excavation And Re-Filling Ect, As Required., As Required. 103 Providing And Fixing 25 Mm X 5 Mm Copper. Strip On Surface Or In Recess For Connections Etc. As Required. 104 Providing And Fixing 25 Mm X 5 Mm G.I. Strip On Surface Or In Recess For Connections Etc. As Required. 105 Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing As Required. 106 Lt Cables And Terminattions :-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.3.5 Core, 70 Sq.Mm. 38Mm 107 4 Core , 16 Sq. Mm28mm 108 3 Core , 10 Sq. Mm22mm 109 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size Direct In Ground Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Ect A As Required.Upto 35 Sq. Mm 110 Above 35 Sq. Mm And Upto 95 Sq. Mm 111 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size Direct In Ground In The Same Trence In Tier Horizontal Formation Including Excavation, Sand Cushioning, Protective Covering And Refilling The Trench Ect A As Required.Upto 35 Sq. Mm 112 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size Direct In Groundincluding Excavationrefilling The Trench Ect A As Required. But Excluding Sand Cushioning, Protective Covering.Upto 35 Sq. Mm 113 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size Direct In Ground In The Same Trence In Tier Horizontal Formation Including Excavation, And Refilling The Trench Ect A As Required.But Excluding Sand Cushioning, Protective Covering.Upto 35 Sq. Mm 114 Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Sizein Exiting Rcc / Hume / Metal Pipeas Required.Upto 35 Sq. Mm 115 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 Cable Tie ) 116 Above 35 Sq. Mm And Upto 95 Sq. Mm ( Clamped With Cable Tie ) 117 Supplying And Fixing Cable Route Marker With 10 Cm X 10 Cm X 5 Mm Thick Gi.Plate With Inscription There On , Bolted / Welded To 35Mm X 35Mm X 6Mm Angle Iron, 60 Cm Long And Fixing The Same In Ground As Required. 118 Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray ( Galvanisation Thickness Not Less Than 50 Microns ) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required.100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 119 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 120 Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray “Bends” ( Galvanisation Not Less Than 50 Microns ) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required. 100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 121 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 122 Supplying And Installing Following Size Of Perforated Hot Dipped Galvanised Iron Cable Tray “Tee” ( Galvanisation Not Less Than 50 Microns ) With Perforation Not More Than 17.5%, In Convenient Sections, Joined With Connectors, Suspended From The Ceiling With G.I. Suspenders Including G.I. Bolts & Nuts, Etc. As Required. 100 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 123 150 Mm Width X 50 Mm Depth X 1.6 Mm Thickness 124 Supply And Receiving Transporting To Siteincluding Insurance As Required Unloading, Storing, Inspection, Handling, Assembling, Installing In Correct Assigned Position, Effecting Proper Connections, Testing And Commissioning Of Bee 5 Stare Rated Ceiling Fan With Brush Les Direct Current Bldc Motor 1200 Mm Celing Fan All Accessories / Fittings / Supports Ect. 125 Non Dsr Item - Cable:- Supplying Following 1.1Kv Grade, Heavy Duty Xlpe Insulated Pvc Sheathed Aluminum Conductorfrls Type Armoured Cables Suitable For 415V, 50Hz, Ac System, With Inner And Outer Pvc Sheath, Outer Sheath Provided With Frls Insulation, Galvanised Steel Armouring ( Round Or Flat As Mentioned ) And With All Components As Mentioned In Boq, Specifications And Schedule, Complete Etc. As Required. 3.5 Core, 70 Sq.Mm. 126 4 Core , 16 Sq. Mm 127 4 Core , 6 Sq. Mm 128 3 Core , 10 Sq. Mm 129 3 Core , 6 Sq. Mm 130 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 Core , 6 Sq. Mm 131 4 Core , 6 Sq. Mm 132 Supplying, Fixing In Position, Testing And Commissioning Of The Following 18 Guage / 1.2Mm Sheet Metal Enclosed Wall Mounted / Fully Recessed In Wall, Indoor Industrial Type, With Dust Proof, Hinged And Lockable Doors, Complete With Interconnections With Copper Wires, Tapes, Cable Glands, Bonding To Earth And Painting. ( Db Should Be Powder Coated ) The Db Shall Be Suitable For Taking Cable / Conduit As Incoming / Outgoing. All Mcb"S Shall Be "C" Curve Only.Sheet Metal Enclosed 14 Way Tpn Db 133 Panels:- Design, Manufacture, Testing At Works & Supply Of 2 Mm Thick Ms Sheet Steel Fabricated Cubicle Type Panel Dust And Vermin Proof Complete With Hinged And Lockable Doors. All The Panels Shall Be Floor Mounted And Dead Front Construction Complete With Interconnections By Copper Tapes / Wires And Painting. The Panels Shall Be Provided With One No. Of Multifunction Meter Of Em6400 Ofconzerv Make Or Equivalent Along With Associated C.T."S In The Incoming Feeder. The Current Density Of The Bus Bar To Be Used In Panel Shall Be 1.0 Sq. Mm / Amp For Cu. Bus Bar For Aluminium Bus Bar 1.3 Sq. Mm / Amp.One Set Of Phase Indicating Lamps With ( Mcb ) In Incoming Feeder Only.Each Outgoing Feeder Shall Be Provided With One No. On Indication Lamp.Main Ltpanel Incoming:- 1 No. 100 Amp Fp Mccb Of 35 Ka Service Breaking Capacity. ( Trip Setting From 0.8 To 1 ) , With On Indicating Lamp.Mcb1 Set Dual Energy Multifunction Meter With Ct & Ryb Indicator And Mcb In Incomer1 No. 150 Amp 4P55 Ka Aluminium Bus Bar Of Suitable Length. Bus Bar Sizing Shall Be Based On Current Density Of 1.3 Sq. Mm / Amp.Outgoing4 Nos. 63 Amps Four Pole Mcb Of 10 Ka Service Breaking Capacity, With On Indicating Lamp.Mcb With Stud Type Terminal On Outgoing Side.1 Nos. 40 Amps Four Pole Mcb Of 10 Ka Service Breaking Capacity, With On Indicating Lamp.Mcb With Stud Type Terminal On Outgoing Side.3 Nos. 40 Amps Dp Mcb Of 10 Ka Service Breaking Capacity, With On Indicating Lamp.Mcb With Stud Type Terminal On Outgoing Side.1 Nos. 25 Amps 4P Mcb Of 10 Ka Service Breaking Capacity, With On Indicating Lamp.Mcb With Stud Type Terminal On Outgoing Side.Main Ltpanel Panel -1Described As Above 134 Illumination Internal:- Supply Of Sleek Surface Mounted Decorative Battens With Ip 20 Ratings, Best In Class Leds, With Luminaire Luminous Flux 4000Lm, Connected Load 40W , Luminous Efficiency Of Luminaire 100 Lm / W. Cct6500 K, Colour Rendering Index Ra > 80, Thd= 10%.Dimension Of 1180Mmx 23Mmx 36Mm , With Diffused Polycarbonate Cover, Body Of Extruded Aluminium Profile With Integrated Flush Into The Luminaire Body. Service Life Of 30, 000 Hours.Operates On 240V Ac ( Nominal ) Stands 140V Ac - 270V Ac, 50 Hz, Pf>0.95 , . 135 Illumination External:- Sul:Npl-3-6, Projector Light, 10-15W, Led, 2700K, Ip 66Npl-3-6: The Housing In Light Weight, Made Of High Strength Die Cast Aluminium And Coated By Static Powder Making It Weather Resistant.Protection Screen In Clear Tempered Glass With High Impact Resistance . High Precision Dial Ensures Precision Angle Adjustment.Premium Thermal Management By High Heat Conductivity Aluminum Alloy And Thermal Fins. Pure Polyester Powder Coating In Standard Grey Colour. Precise Structure And Multi-Protection Silicon Rubber Seal Guarantees The Fixture Ip66 Rated. Height –90Mm, Dia.-110Mm, Weight - 0.9Kgs.Power Led Module With High Efficacy Led"S, On Printed Circuit Board With Metal Core Plate. Electronic Power Supply For Led Module, Which Offers Protection Against Short Circuit, Over- Voltage& Over- Current, With In-Built Surge Protection. Lens Made Of Pc Which Should Offer Various Beam Angles. Estimated Led Lifetime Is L70-50, 000 Hours Minimum.Lm80 Report From Led Manufacturer Should Be Submitted. Safety Test Report As Per Is10322 From Ul / Ul Authorised / 3Rd Party Nabl Lab Should Be Submitted. Bis Certificate With Manufacturer Name Same As Brand Proposed Should Be Submitted. Minimum Light Fixture Lumen Output Is 950Lumens. Sample Should Be Submitted For Concerned Engineer Incharge For Approval Of Light Fixture. 136 Pl1:4M Height Post Top With Nova, Led, 35-45W, 2700K Upper Frame Shaped Bell In Aluminum, With Threaded Male Connection G3 / 4", For Attachment To The Support With Inside Pg16 Cable Gland. Lower Ring Tilting In Aluminum For The Support Of Screen, To Enter The Optical And Wiring Compartment. Support Plates For Led Module And Wiring, Easily Removables. Tempered Tansparent Flat Glass Screen With Shock Resistance Ik08. Gasket Between The Upper And Bottom Frames. Body Finished With Powder Coating- Grey On The Upper Part And White Matt Ral 9010, On The Lower Part.Ip Rating - Ip 66.Height –410Mm, Diameter - 375Mm, Weight - 10.5Kg, Area Exposed To Wind ( S ) - 0.11M2power Led Module With Company / Brand Name Printed On Pcb With The Metal Core Plate.Led Chips Of Cree / Nichia / Osram / Lumileds / Seoul Make - Same Should Be Supported By Led Manufacturer"S Tech Sheet . Colour Rendering Index: Ra > 70.Electronic Power Supply For Led Module, Which Offers Protection Against Short Circuit, Over- Voltage& Over- Current, With In-Built Surge Protection ( An Additional Surge Protection Device Of 10Kv Also Provided In-Built The Fixture ) . Optics With Refractive Lens In Pmma Which Should Offer All The Type Ii, Iii, Iv & V Distribtuions. Led Module Transparent Screen In Tempered Glass ( Ik 08 ) . Led Lifetime @L90 >1, 00, 000Hours@Ts 85°C. Lm80 Report From Led Manufacturer Should Be Submitted. Safety Test Report As Per Is10322 From Ul / Ul Authorised / 3Rd Party Nabl Lab Should Be Submitted. Overall Luminaire Efficacy Shall Be 130M / W Minimum- Lm79 Report Also Should Be Submitted From Ul / Ul Authorised Laboratory. Sample Should Be Submitted For Approval From Concerned Engineer-In Charge. 4M Height Post Top Pole Made Of Hot Dip Galvanised Mild Steel Pipe Sections 114Mm Dia. & 76Mm Dia. Top Bracket Made In Circular Shape Using Mild Steel Pipe Section 48X22mm. Entire Pole & Bracket Including All The Cast Iron Elements Shall Be Made To Provide Pleasing Aesthetics As Approved By Concerned Engineer In-Charge. After Fabrication, Entire Pole Is Hot Dip Galvanized ( 60 Microns Minimum ) For The Effective Corrosion Resistance . The Hot Dip Galvanised Pole Should Be Provided With An Inbuilt Junction Box To Fix 32A Connectors And 6A Mcb, At The Bottom- The Inbuilt Box Should Have A Flush Door Of Suitable Size. The Pole To Be Provide With Suitable Size Base Plate. This Base Plate Along With Foundation Bolts Of Suitable Size To Be Used For Ensuring Firm Grouting Into The Specially Designed Rcc Foundation. Wind Pressure Calculation As Per Is 875 ( Part-3 ) & Structural Calculation Report As Per En40 Should Be Submitted To Verify The Poledesign. Pole & Cast Iron Parts Are Painted In 3 Layer Coating ( Coating Thickness-100 Microns Minimum ) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Primer & 3Rd Final Layer With Pu Paint - Customised Colour Metallaicgrey. 137 Spk1: Npl-3-3, Projector Light, 8-10W, Led, 2700K, Ip 66Npl-3-3: The Housing In Light Weight, Made Of High Strength Die Cast Aluminium And Coated By Static Powder Making It Weather Resistant.Protection Screen In Clear Tempered Glass With High Impact Resistance . High Precision Dial Ensures Precision Angle Adjustment.Premium Thermal Management By High Heat Conductivity Aluminum Alloy And Thermal Fins. Pure Polyester Powder Coating In Standard Grey Colour. Precise Structure And Multi-Protection Silicon Rubber Seal Guarantees The Fixture Ip66 Rated. Height –90Mm, Dia.-110Mm, Weight - 0.9Kgs.Power Led Module With High Efficacy Led"S, On Printed Circuit Board With Metal Core Plate. Electronic Power Supply For Led Module, Which Offers Protection Against Short Circuit, Over- Voltage& Over- Current, With In-Built Surge Protection. Lens Made Of Pc Which Should Offer Various Beam Angles. Estimated Led Lifetime Is L70-50, 000 Hours Minimum.Lm80 Report From Led Manufacturer Should Be Submitted. Safety Test Report As Per Is10322 From Ul / Ul Authorised / 3Rd Party Nabl Lab Should Be Submitted. Bis Certificate With Manufacturer Name Same As Brand Proposed Should Be Submitted. Minimum Light Fixture Lumen Output Is 700Lumens. Sample Should Be Submitted For Concerned Engineer Incharge For Approval Of Light Fixture. 138 Lww: Nwwl-7-24, 20-25W, Led, 2700K, Ip 66, Dc 24V ( External Driver ) Nwwl-7-24: The Housing In Light Weight, Made Of High Strength Aluminium And Coated By Static Powder Making It Weather Resistant.Protection Screen Intempered Glass With High Impact Resistance . High Precision Dial Ensures Precision Angle Adjustment. Pure Polyester Powder Coating In Standard Grey Colour. Precise Structure And Multi-Protection Silicon Rubber Seal Guarantees The Fixture Ip66 Rated. Length-1000Mm, Height – 30Mm, Width.-38Mm, Weight - 2Kgs.Power Led Module With High Efficacy Led"S, On Printed Circuit Board With Metal Core Plate. Common External Electronic Power Supply For Led Module, Which Offers Protection Against Short Circuit, Over- Voltage& Over- Current, With In-Built Surge Protection. Lens Made Of Pc Which Should Offer Various Beam Angles.Estimated Led Lifetime Is L70-50, 000 Hours Minimum. Lm80 Report From Led Manufacturer Should Be Submitted.Safety Test Report As Per Is10322 From Ul / Ul Authorised / 3Rd Party Nabl Lab Should Be Submitted. Bis Certificate With Manufacturer Name Same As Brand Proposed Should Be Submitted. Minimum Light Fixture Lumen Output Is 1600Lumens. Sample Should Be Submitted For Concerned Engineer Incharge For Approval Of Light Fixture. 139 Ll1: Led Strip - Nls-5, 4-6W / M, Led, 2700K, Dc24v, Ip 67Nls-5:Silicon Material-Much More Flexible, Efficient Heat Dissipation, Smooth Plane Lighting Surface, Perfect Resealing With Silicone Glue. Mounting Channel Made Of Aluminium With Acrylic Diffuser Screen, Led-Dc 24V, Source Efficacy>90Lm / W, Cri>80, Smd Led, Yellow Glue 3M, 120 Degree Beam Angle, It Also Includes External Ip67 Metal Body Electronic Power Supply ( Meanwell Xlg-Equivalent ) For Led Strip, Which Offers Protection Against Short Circuit, Over- Voltage& Over- Current, With In-Built Surge Protection. 140 Bl1: Bollard- Lars-S-10-15W, Led Module, 2700K, Ip65the Bollard Suitable For On Ground Installation, Is Made Of Extruded Aluminium Square Section.Screen In Tempered Glass.Finish-Pure Polyester Powder Coating In Standard Neri Grey Colour. Ip Rating - Ip 65. Height – 1000Mm, Section 100X100mm, Led Module With High Efficacy & Colour Rendering Index: Ra > 80. Electronic Power Supply For Led Module, Which Offers Protection Against Short Circuit, Over- Voltage & Over- Current Protection ( An Additional Surge Protection Device Of 10Kv Also Provided In-Built The Fixture ) . Estimated Led Lifetime L70 @50, 000 Hours Minimum. Sample Should Be Submitted For Engineer Incharge Approval. 141 Swl: Nwl-17S -Wall Downlight, 12W, Led, 2700K, Ip 65Body-Die-Casting And Extruded Aluminium & Screen In Temepered Glass.Body Colour-Ral 9005 Matt , Electronic Driver Which Offers Protection Against Short Circuit, Over- Voltage& Over- Current, Ip 65 Protection, Cri > 70, Voltage Input Ac100-240V. Dimension-110Mm ( Dia. ) X175mm ( H ) , Weight-1Kg. Estimated Lifetime-L70 @ 50, 000Hours Minimum. 142 Solar Fixtures:- Semi Integrated Solar Street Light: 20 Watt Led Light , 4000 Lumen Premium Model With 12.8 Volt 18 Ah Lithium Ion Battery, 75 Watts Polycrystaline Black Panel, Dust To Dawan 15 Hours Back , Stand Alone Battery Capable For 4 Days Stand Alone For Night Working With 6 Hrs Full 6 Hrs Half ( Software Pre Programmed ) , Mppt Controlled With Motion Sensor.6 Meter High Gi Galvanized Pole With 76 Odi & Groung Plate, 22 Inches Light Holder , Panel Mountingframe, Wire Cables , All Hardware Like Panel Structure & Battery Light Assembly Fixed With Anti Theft Nut Bolting. Cctv Surveillance Can Be An Addtional Feature, System With Fully Automised Or Manually Operated. 143 Ground Mounted Solar Power Plant:2 Kw On Grid Solar Power Plant :250 Watt X 8 Poly Panles Fitted With Anti Theft Nut- Bolting , With Sitting Arrangement & Mobile Charging. Solar Generated Power Directly Exported To Grid Through Net Metering & Same Can Be Utilised During Night Time For Lighting & Other Use 144 Solar Flood Light:100 Watt Solar Flood Light With Inhouse Li-Ion Battery & Charge Controller 145 Plumbing Works:- Providing And Fixing 15 Mm Nominal Bore C.P. Brass Long Nose Bib Cock Of Approved Quality Conforming To Is Standards And Weighing Not Less Than 810 Gms. 146 Providing And Fixing 15 Mm Nominal Bore C.P. Brass Angle Valve For Basin Mixer And Geyser Points Of Approved Make Conforming To Is : 8931 147 Earth Work In Bulk Excavation By Manual Means Over Areas ( Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M² On Plan ) Includingdisposal Of Excavated Earth Lead Upto 50Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge.All Kinds Of Soil : 148 Providing And Laying In Position Cement Concrete Of Specified Grade Including Curing But Excluding The Cost Of Centring And Shuttering. All Work Upto Plinth Level With:1:1½:3 ( 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20 Mm Nominal Size ) 149 1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) 150 Reinforced Cement Concrete Work In Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Strutsupto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement.1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 151 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15°, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Five Level Including Curing But Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement With 1:1½:3 ( 1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 152 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Completethermo-Mechanically Treated Bars Of Grade Fe-500D Or More. 153 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For: Foundations, Footings, Bases Of Columns Etc. For Mass Concrete. 154 Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. 155 Suspended Floors, Roofs, Landings, Balconies And Access Platforms. 156 Cement Concrete Flooring 1:2:4 ( 1Cement: 2 Coarse Sand: 4 Gradedstone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry And Curing Complete, But Excluding The Cost Of Nosing Of Steps Etc. Complete.50 Mm Thick With 20Mm Nominal Size Stone Aggregate. 157 Cement Plaster ( In Fine Sand ) - 12Mm Cement Plaster Of Mix:1 : 4 ( 1 Cement : 4 Fine Sand ) 158 Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth, Consolidating Eachdeposited Layer By Ramming And Watering, Lead Upto 50 M And Lift Upto 1.5 M. 159 Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, Including Cutting And Making Good The Walls Etc.: Internal Work-Exposed On Wall Medium - 25 Mm Dia. Nominal Bore 160 Providing And Fixing G.I. Pipes Complete With G.I. Fittings Excluding Trenching And Refilling Etc. ( External Work ) Medium - 32 Mm Dia. Nominal Bore 161 Providing And Fixing G.I. Union In G.I. Pipe Including Cutting Andthreading The Pipe And Making Long Screws Etc. Complete ( New Work ) 25 Mm Nominal Bore 162 32 Mm Nominal Bore 163 Providing And Fixing Brass Stop Cock Of Approved Quality. 20 Mm Nominal Bore 164 Providing And Fixing Of Nitrile 25Mm Thick With Brown Tapping Glass Rock Wool 50 Mm Thick And Thermo Foam Of 24Mm Thick With Full Black Taping 0.20Mm Thick For Distribution Line / Main Line Where Necessary Including All Carriage Complete Job 165 Painting G.I. Pipes And Fittings With Synthetic Enamel White Paint With Two Coats Over A Ready Mixed Priming Coat, Both Of Approved Quality For New Work :25 Mm Dia 166 32 Mm Dia 167 Providing And Fixing Ball Valve ( Brass ) Of Approved Quality, High Or Lowpressure, With Plastic Floats Complete 25 Mm Nominal Bore 168 Providing And Fixing Ss Grating With Frame And Ss Screws Casted Heavy Duty 125 Mm Dia Conforming To Aisi - 304 Including Cutting And Making Good The Walls And Floors Wherever Required Complete In All Respects 169 Supplying And Fixing C.I. Manhole Cover Heavy Duty Inlcuding Fixing 100 Mm Thick Puff Cover For Anti-Freezing And All Fitting / Fixtures And 100 Mm Thick Puff Cover As Anti Freezing And All Carriages Complete 170 Supply, Installation, Testing And Commissioning Of 1 Hp Single Phase 12-27M Submersible Pump And All Carriage Complete 171 Providing, Installing, Testing And Commissioning Of Commercial Ro System Capacity 50 Lph With 60 Ltr Hpt Tank. Six Stage Purification. Wall / Floormounted Ro Skid. Floor Mounted Hpt Tank. 172 Drinking Water Fountains Note: All The Items In The Boq Are Inclusive Of Carriage Charges

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