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NOTICE INVITING BID FOR [Tea Garden Experience, Champawat under Swadesh Darshan Scheme 2.0]- Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sqm On Plan) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. Ordinary Rock , 4.1.2 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:1½:3 (1 Cement: 1½ Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size) , 5.33.1.1 Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum.Excess/ Less Cement Used As Per Design Mix Is Payable/Recoverable Separately).All Works Upto Plinth Level , 5.9.1 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , 5.9.3 Center Shuttering Suspended Floors, Roofs, Landings, Balconies And Access Platform. , 5.9.2 Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc. , 5.22.6 Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. , 7.1.1 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1 : 6 : 1 2 (1 Cement: 6 Coarse Sand : 1 2 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level With : 7 . 1 . 1 Cement Mortar 1 :6 (1 Cement: 6 Coarse Sand) , 7.8.1 Coursed Rubble Masonry With Hard Stone (First Or Second Sort) In Superstructure Above Plinth Level And Upto Floor Five Level. , 11.26.1 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) , 2.28.1 Surface Dressing Of The Ground Including Removing Vegetation And In Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Up To 50 M And Lift Up To 1.5 M. All Kinds Of Soil , 2.6.1 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 For All Lift, As Directed By Engineer-In-Charge. 2.6.1 All Kinds Of Soil , 2.8.1 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) I Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, For All Lift, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , 4.1.8 Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level :1:4:8 (1 Cement : 4 Coarse Sand (Zone-Lll) Derived Fromnatural Sources : 8 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources) , 6.1.1 Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth I N : 6 . 1 . 1 Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) , 6.3.2 Brick Work With Common Burnt Clay Machine Moulded Perforated Bricks Of Class Designation 1 2 . 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 , 16.11 Dry Stone Pitching 22.5 Cm Thick Including Supply Of Stones And Preparing Surface Complete. , 16.69 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 5 Mm), Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineerin-Charge (Length Of Finished Kerb Edging Shall Be Measured To Calculate Volume For Payment). (Precast Cement Concrete Kerb Stone Shall Be Approved By Engineer-In-Charge). , 16.91.2 Providing And Laying Factory Made Chamfered Edge Cement Concrete Paver Blocks In Footpath, Parks, Lawns, Drive Ways Or Light Traffic Parking Etc, Of Required Strength, Thickness & Size/ Shape, Made By Table Vibratory Method Using Pu Mould, Laid In Required Colour & Pattern Over 50 Mm Thick Compacted Bed Of Sand, Compacting And Proper Embedding/Laying Of Inter Locking Paver Blocks Into The Sand Bedding Layer Through Vibratory Compaction By Using Plate Vibrator, Filling The Joints With Sand And Cutting Of Paver Blocks As Per Required Size And Pattern, Finishing And Sweeping Extra Sand. Complete All As Per Direction Of Engineer-In-Charge.16.91.2 80 Mm Thick Cement Concrete Paver Block Of M-35 Grade With Approved Colour Design And Pattern. , 13.2.2 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix 1:6 (1 Cement: 6 Fine Sand) , 13.45.1 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 , 16.68 Providing And Laying 60 Mm Thick Faciory Made Cement Concrete Interlocking Paver Block Of M -30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Line Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. , 16.92 Providing And Fixing 10X10x7.50 Cm Granite Stone Block Hand Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 8.2.2.2 Providing And Fixing 1 8 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of The 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 Of Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Stone Slab Of Colour Black, Cherry/Ruby Red. Area Of Slab Over 0.50 Sqm , 11.55.1 Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge : 11.55.1 Flamed Finish Granite Stone Slab Jet Black, Cherry Red, Elite Brown, Cat Eye Or Equivalent. , 2.25 Filling Available Excavated Earth (Excluding Rock) In Trenches ,Plinth,Sides Of Foundation Etc . In Layers Not Exceeding 20Cm In Depth ,Consolidating Each Deposited Layer By Ramming And Watering Lead Upto 50M And Lift Upto 1.5M . , 5.9.5 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For : Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , 7.6.1 Coursed Rubble Masonry (First Sort) With Hard Stone In Foundation And Plinth With :Cement Mortar 1 :6 (1 Cement : 6 Coarse Sand) , 10.16.1 Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete.10.16.1 Hot Finished Welded Type Tubes , 13.48.3 Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/ 10 Sqm Over An Under Coat Of Primer Applied @ 0.80 Ltr/ 10 Sqm Of Approved Brand And Manufacture 13.48.3. , 12.1.1 Providing Corrugated G.S. Sheet Roofing Including Vertical I Curved Surface Fixed With Polymer Coated J Or L Hooks, Bolts And Nuts 8 Mm Diameter With Bitumen And G.I. Limpet Washers Or With G.I. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To Any Pitch In Horizontal/ Vertical Or Curved Surfaces), Excluding The Cost Of Purlins, Rafters And 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/M2. , 9.1.1 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). , 9.5.1.1 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 Teak Wood (35 Mm Thick Shutters). , 11.33.1 25 Mm Wooden Planking, Tongued And Grooved In Flooring, Including Fixing With Iron Screws Complete With: Second Class Teak Wood. , 13.68.1 French Spirit Polishing Two Or More Coats On New Works Including A Coat Of Wood Filler. , 9.95.1 Providing And Fixing Isi Marked Aluminium Butt Hinges Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is: 1868) Transparent Or Dyed To Required Colour Or Shade With Necessary Screws Etc. Complete: 125X75x4 Mm. , 9.96.1 Providing And Fixing Aluminium Sliding Door Bolts, Isi Marked Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868), Transparent Or Dyed To Required Colour Or Shade, With Nuts And Screws Etc. Complete : 300X16 Mm. , 9.97.1 Providing And Fixing Aluminium Tower Bolts, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868 ) Transparent Or Dyed To Required Colour Or Shade, With Necessary Screws Etc. Complete: 300X10 Mm. , 9.101.1 Providing And Fixing Aluminium Hanging Floor Door Stopper, Isi Marked, Anodised (Anodic Coating Not Less Than Grade Ac 10 As Per Is : 1868) Transparent Or Dyed To Required Colour And Shade, With Necessary Screws Etc. Complete. Single Rubber Stopper. , 11.27 Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 13.33.2 Pointing On Stone Work With Cement Mortar 1:3 (1 Cement : 3 Fine Sand) , 11.41.2 Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1 :4 (1 Cement: 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600X600 Mm , 11.46.2 Providing And Laying Vitrified Tiles In Different Sizes (Thickness To Be Specified By Manufacturer), With Water Absorption Less Than 0.08 % And Conforming To I.S. 15622, Of Approved Make, In All Colours & Shade, In Skirting, Riser Of Steps, Over 12 Mm Thick Bed Of Cement Mortar 1 :3 (1 Cement: 3 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joint With White Cement & Matching Pigments Etc. Complete. Size Of Tile 600X600 Mm , 17.78 Providing And Fixing White Vitreous China Extended Wall Mounting Water Closet Of Size 780X370x690 Mm Of Approved Shape Including Providing & Fixing White Vitreous China Cistern With Dual Flush Fitting, Of Flushing Capacity 3 Litre/ 6 Litre (Adjustable To 4 Litre/ 8 Litres), Including Seat Cover, And Cistern Fittings, Nuts, Bolts And Gasket Etc Complete. , 17.7A 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 Single 15 Mm C.P. Brass Pillar Tap. , 17.20.1 White Solid Plastic Seat With Lid , 17.22A Providing And Fixing Cp Brass 32Mm Size Bottle Trap Of Approved Quality & Make And As Per The Direction Of Engineer-In-Charge. , 12.41.2 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes.110 Mm , 12.41.1 Providing And Fixing On Wall Face Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion, (I) Single Socketed Pipes.75 Mm , 12.42.1.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Coupler 75 Mm , 12.42.1.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. 110 Mm , 12.42.2.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Pushfit Coupler 75 Mm , 12.42.2.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Pushfit Coupler 110 Mm , 12.42.3.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Tee With Door 75 Mm , 12.42.3.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Single Tee With Door 110 Mm , 12.42.4.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Bend 87.5° 75 Mm , 12.42.4.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Bend 87.5° 110 Mm , 12.42.5.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Shoe (Plain) 75 Mm Bend , 12.42.5.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion Shoe (Plain) 110 Mm Bend , 12.42.6.1 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Shoe (Plain)75 Mm Shoe , 12.42.6.2 Providing And Fixing On Wall Face Unplasticised - Pvc Moulded Fittings/ Accessories For Unplasticised Rigid Pvc Rain Water Pipes Conforming To Is : 13592 Type A, Including Jointing With Seal Ring Conforming To Is : 5382, Leaving 10 Mm Gap For Thermal Expansion. Shoe (Plain)110 Mm Shoe , 12.43.1 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. 75 Mm , 12.43.2 Providing And Fixing Unplasticised -Pvc Pipe Clips Of Approved Design To Unplasticised - Pvc Rain Water Pipes By Means Of 50X50x50 Mm Hard Wood Plugs, Screwed With M.S. Screws Of Required Length, Including Cutting Brick Work And Fixing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) And Making Good The Wall Etc. Complete. 110 Mm , 17.31 Providing And Fixing 600 X 455 Mm. Bevelled Edge Mirror Of Saint Gobin Or Modi Float Glass Complete With 6 Mm. Thick Hard Board Ground Fix To Wooden Cleats With Cp Brass Screws And Washers Etc. Complete. , 18.7.1 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 Wall. 15Mm Dia Nominal Bore , 18.7.3 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 Wall. 25 Mm Dia. Nominal Bore , 18.7.6 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 Wall. 50 Mm Dia. Nominal Bore , 18.18.1 Providing And Fixing Ball Valve (Brass) Of Approved Quality Complete. High Or Low Pressure With Plastic Floats. 25 Mm Dia. Nominal Bore , 18.19.1 Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 25 Mm Nominal Bore , 18.21.2.1 C.P. Brass Fitting Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 15Mm Nominal Bore. , 18.48 Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank, Isi : 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. , 18.15.1 C.P. Fitting Providing & Fixing C.P. Brass Bib Cock Parryware Make , 18.51.1 Providing & Fixing C.P. Brass Long Boddy Bib Cock , 18.56.2 Providing And Fixing Ptmt Pillar Cock Of Approved Quality And Colour , 18.52.1 Providing & Fixing C.P. Brass Stop(Conceald) , 18.53.1 Providing & Fixing C.P. Brass Angle Valve , 18.65 Providing & Fixing C.P. Soap Dish Parryware Make , 18.64 Providing & Fixing Over Head Shower Parryware Make , 17.73.1 Provding & Fixing C.P Towel Rail Parryware Make , 17.34.1 Provisiding & Fixing C.P Paper Holder Parryware Make , 18.9.6 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 50 Mm Nominal Dia Pipes , 18.17.4 Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) : 50 Mm Nominal Bore , 19.30.1.1 Constructing Brick Masonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610 Mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15 Kg), Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:5:10 (1 Cement : 5 Coarse Sand (Zone Iii) : 10 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Design:Inside Dimensions 455X610 Mm And 45 Cm Deep For Single Pipe Line : For Sanitary Building , 2.10.1.2 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 : , 5.1.2 Providing Units Of Reinforced Cement Concrte 1:1.5:3(1Cement :1.5 Coarse Sand:3Graded Stone Aggregate 20Mm. Nomnal Size) Of Strength Not Less Than M-200 In Lintels And Band Over Door And Windows Excluding Supply Of Reinforcement And Its Bending Including , 11.3.1 40Mm Cement Flooring In 1:2:4 Mix Finshed With A Floating Coat Of Neat Cement Including Cement Slurry Etc., , 13.8.2 15 Mm Cement Plaster On Rough Side Of Single Or Half Brick Wall Finished With A Floating Coat Of Neat Cement Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 16.3.2 Supplying And Stacking At Site.63 Mm To 45 Mm Size Stone Aggregate , 17.35.1.2 Providing And Fixing Soil, Waste And Vent Pipescentrifugally Cast (Spun) Iron Socket & Spigot (S&S) Pipe As Per Is: 3989. : 100 Mm Dia , 17.39.1.1 Providing And Fixing Plain Bend Of Required Degree. 100 Mm Sand Cast Iron S&S As Per Is - 1729 , 17.44.1.1 Providing And Fixing Single Equal Plain Junction Of Required Degree :100X100x100 Mm Sand Cast Iron S&S As Per Is - 1729 , 19.15.1 Providing M.S. Foot Rests Including Fixing In Manholes With 20X20x10 Cm Cement Concrete Blocks 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) As Per Standard Design : With 20X20 Mm Square Bar , 19.19.1.1 Providing And Fixing In Position Pre-Cast Reinforced Cement Concrete Manhole Cover And Frame Of Required Shape And Approved Quality 19.19.1 L D- 2.5Rectangular Shape 600X450 Mm Internal Dimensions , 19.32.1 Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design. 19.32.1 With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , 2.2.1 Earth Work By Mechinical I Manual Means In Rough Excavation, Banking Excavated Earth In Layers Not Exceeding 20Cm In Depth, Breaking Clods, Watering, Rolling Each Layer With % Tonne Roller Or Wooden Or Steel Rammers, And Rolling Every 3Rd And Top-Most Layer With Power Roller Of Minimum 8 Tonnes And Dressing Up In Embankments For Roads, Flood Banks, Marginal Banks And Guide Banks Or Filling Up Ground Depressions, Lead Upto 50 M And For All Lift All Kinds Of Soil , 9.9.1.1 Providing And Fixing Glazed Shutters For Doors, Windows And Clerestory Windows Using 4 Mm Thick Float Glass Panes (Weight Not Less Than 1 0 Kg Per Sqm) Fixing With Isi Marked M.S. Pressed Butt Hinges Bright Finished Of Required Size With Necessary Screws. 9.9.1 Second Class Teak Wood 9.9.1.1: 35 Mm Thick. , 8.25.2 Providing And Fixing 2Nd Class Teak Wood Plain Lining Tongued And Grooved, Including Wooden Plugs Complete With Necessary Screws And Priming Coat On Unexposed Surface. 25 Mm Thick. , 8.3.2 Providing Edge Moulding To 18 Mm Thick Marble Stone Counters, Vanities Etc., Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. Granite Work , 19.1.5 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 : 19.1.5 300 Mm Diameter , 13.71 Lettering With Black Japan Paint Of Approved Brand And Manufacture , A.O.R Providing And Fixing 10X10x7.50 Cm Granite Stone Block Machine Cut And Chisel Dressed On Top, For Paving In Floors, Drains Etc. Laid Over 20 Mm Thick Base Mortar 1:4 (1 Cement : 4 Coarse Sand) With Joints 10 Mm Wide Filled With Same Mortar Including Ruled Pointing Etc. Complete As Per Direction Of Engineer-In-Charge. , 15.2.1 Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer - In - Charge. Nominal Concrete 1:3:6 Or Richer Mix (I/C Equivalent Design Mix) , 15.18 Dismantling Steel Work In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates, Bolts, Nuts, Cutting Rivets, Welding Etc. Including Dismembering And Stacking Within 50 Metres Lead. , 15.28.1 Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of: G.S. Sheet , 15.23.1 Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. For Thickness Of Tiles 10 Mm To 25 Mm , 21.18 Providing And Fixing 12 Mm Thick Frameless Toughened Glass Door Shutter Of Approved Brand And Manufacture, Including Providing And Fixing Top & Bottom Pivot & Double Action Hydraulic Floor Spring Type Fixing Arrangement And Making Necessary Holes Etc. For Fixing Required Door Fittings, All Complete As Per Direction Of Engineer-Incharge (Door Handle, Lock And Stopper Etc.To Be Paid Separately). , 21.4.1 Providing And Fixing Double Action Hydraulic Floor Spring Of Approved Brand And Manufacture Conforming To Is : 6315, Having Brand Logo Embossed On The Body / Plate With Double Spring Mechanism And Door Weight Upto 125 Kg, For Doors, Including Cost Of Cutting Floors, Embedding In Floors As Required And Making Good The Same Matching To The Existing Floor Finishing And Cover Plates With Brass Pivot And Single Piece M.S. Sheet Outer Box With Slide Plate Etc. Complete As Per The Direction Of Engineerin- Charge With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness , 21.12.3 Providing And Fixing Aluminium Tubular Handle Bar 32 Mm Outer Dia, 3.0 Mm Thick & 2100 Mm Long With Ss Screws Etc .Complete As Per Direction Of Engineer-In-Charge. Polyester Powder Coated Minimum Thickness 50 Micron Aluminium Tubular Handle Bar , 11.34 38 Mm Thick Wood Block Flooring Of First Class Teak Wood Laid Over 25 Mm Thick Leveling Layer Of Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand: Graded Stone Aggregate 10 Mm Nominal Size) To Be Paid Separately,Coated With A Thin Layer Of Hot Bitumen Penetration 80/25 (Blown Type) @ 2.45 Kg Per Sqm, Including Fixing Blocks In Position After Dipping In Hot Bitumen (Blown Type) Up To Half Depth, Planed, Levelled Smooth And Finished Complete. , 11.35 Providing And Fixing M.S. Angle 50X50x5 Mm To Act As Nosing With Lugs Of M.S. Flat 10X5 Mm, 10 Cm Long, Forked At End 60Cm Apart (Minimum Three Lugs To Be Provided), Including Necessary Welding And Applying A Priming Coat Of Approved Primer On Exposed Surface Etc. Complete. , 25.8 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 Finsand 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 50X25x2 Mm 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 Accommodate 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 Including Thickness Of Joints And The Portion Of Glass Panel Inside The Ss Channel Shall Be Measured. , 16.59.1 Manufacturing, Supplying And Fixing Retro Reflective Sign Boards Made Up Of 2 Mm Thick Aluminium Sheet, Face To Be Fully Covered With High Intensity Encapsulated Type Heat Activated Retro Reflective Sheeting Conforming To Type - Iv Of Astm-D 4956-01 In Blue And Silver White Or Other Colour Combination Including Subject Matter, Message (Bi-Lingual), Symbols And Borders Etc. As Per Irc ; 67:2001, Pasted On Substrate By An Adhesive Backing Which Shall Be Activated By Applying Heat And Pressure Conforming To Class -2 Of Astm-D-4956-01 And Fixing The Same With Suitable Sized Aluminium Alloy Rivets @ 20 Cm C/C To Back Support Frame Of M.S. Angle Iron Of Size 25X25x3 Mm Along With Theft Resistant Measures, Mounted And Fixed With 2 Nos. M.S. Angles Of Size 35X35x5 Mm To A Vertical Post Made Up To M.S. Tee Section Ismt 50X50x6 Mm Welded With Base Plate Of Size 100X100x5 Mm At The Bottom End And Including Making Holes In Pipes, Angles Flats, Providing & Fixing M.S. Message Plate Of Required Size, Steel Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade And Of Approved Brand & Manufacture Over Priming Coat Of Zinc Chromate Yellow Primer (Vertical Ms-Tee Support To Be Painted In Black And White Colours).Backside Of Aluminium Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Over And Including Appropriate Priming Coat Including All Leads And Lifts Etc. Complete As Per Drawing , Specification And Direction Of Engineer-In-Charge. 16.59.1 16.59.2 16.60 Mandatory/ Regulatory Sign Boards Of 900 Mm Diametre With Support Length Of 3750 Mm , 12.50 Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) Of Total Coated Thickness 0.50 Mm (Base Metal Of Minimum 0.45 Mm Thickness With Total Coating Thickness Of 0.05Mm) With Zinc Coating 120 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , 7.8.2 Coursed Rubble Masonry With Hard Stone (First Or Second Sort) In Superstructure Above Plinth Level And Upto Floor Five Level. Masonry Work (First Sort), In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand). , 10.26.1 Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Steel Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approved Steel Primer. , 10.2 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. , 17.10.1.2 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 225 Mm. , 10.28 Providing And Fixing Stainless Steel ( Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , 10.25.2 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 , 13.114 Melamine Polishing On Wood Work (One Or More Coat) , 16.70.1 Providing And Fixing G.I Chain Link Fabric Fencing Of Required Width In Mesh Size 50X50 Mm Including Strengthening With 2 Mm Dia Wire Or Nuts, Bolts And Washers As Required Complete As Per The Direction Of Engineer-In-Charge.
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