Short Dated Tender - Tender For Civil Repair Works Under Various Schemes In Zone Iii-D (Arc) Civil Work

Sharing tender

Short Dated Tender - Tender For Civil Repair Works Under Various Schemes In Zone Iii-D (Arc) Civil Work- 1 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Upto 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 2 Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth Side Of Foundation Etc. In Layers Not Exceeding 20 Cm. In Depth, Consolidating Each Deposited Layer By Ramming And Watering Including Lead Up To 50 Meter And With All Lift. 3 Providing And Laying In Position Specified Grade Of Cement Concrete For All Rcc Structural Elements Upto Plinth Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement. M20 Grade Nominal Mix 4 Providing And Laying In Position Specified Grade Of Cement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers (If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcement For Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc.M20 Grade Nominal Mix / Design Mix 5 Providing And Laying In Position Specified Grade Of Cement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement: 3 Coarse Sand) And Making Good The Joints And Cost Of Plastizers( If Required) Excluding The Cost Of Centering, Shuttering And Reinforcement For Beams, Suspended Floors, Roofs, Griders Having Slopes Up To 15º, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Windows Sills, Staircases And Spiral Staircases Etc.M20 Grade Nominal Mix / Design Mix 6 Centering And Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways And Removal Of Formwork For Foundation , Footings, Strap Beam, Raft , Bases Of Columns Etc. 7 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Props And Removal Of Formwork For Upto Floor Five Level For : 8 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands, Coping Bed Plates, Anchor Blocks, Sills, Chhajjas, Lintel, Beam, Plinth Beam Etc. 9 Columns, Pillars, Posts And Struts Etc. 10 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding (Including Cost Of Binding Wire) All Complete Up To Floor Five Level. (Original Producers Who Manufacture Billet Directly From Iron Ores And Roll The Bilets To Produce Steel Conforming To Is:1786)Thermo-Mechanically Treated Bars (Conforming Of Relevent Is Code) 11 Flyash Flyash Brick Work With Flyash Flyash Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor Three Level In All Shapes And Sizes In :Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) 12 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor V Level Using Bricks Of Designation 75 Cement Mortar 1 : 6 (1 Cement : 6 Coarse Sand) 13 Providing And Laying In Position Cement Concrete Including Curing, Compaction Etc. Complete In Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level. 14 M20 Grade Nominal Mix 1: 1.5: 3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size). 15 M10 Grade Nominal Mix 1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size). 16 Random Rubble Stone Masonry For With Hard Stone In Foundation And Plinth In Cement Sand Mortar Above 30 Cm Thick Wall In:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 17 Add Extra For Random Rubble Stone Masonry With Hard Stone In 18 Square Or Rectangular Pillars 19 Re-Fixing Of Old Stone Slab 20 (A) White Ashlar 21 Providing And Fixing Marble Stone Flooring Table Rubbed, 15-18 Mm Thick Over 20Mm (Av.) Thick Base Of Cm 1:4 (1 Cement : 4 Coarse Sand) Jointing With White Cement Mortar 1:2 (1 White Cement : 2 Marble Dust) With Pigment To Match The Shade Of The Marble Slab Including Grinding, Rubbing And Polishing Complete. 22 Makrana Adanga. 23 Above 3601 Cm2 Slabs 24 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills Counters, Floors Etc. Laid On 12Mm (Av.) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Jointing With White Cement Mortar 1:2 (1White Cement : 2 Marble Dust) With Pigment To Match The Shade Of The Marble Slab Including Grinding, Rubbing And Polishing Complete. 25 South (Red) 26 Above 3601 Cm2 Slabs 27 Extra For Providing Edge Moulding To 15-18Mm Thick Marble/ Granite/Kota Stone Counters, Vanities Etc. Including Machine Polishing To Edge To Give High Gloss Finish Etc. Complete As Per Design Approved By Engineer-In-Charge. 28 Granite/Kota Stone Work 29 Full Edge Moulding 30 Half Edge Moulding 31 Providing And Fixing 1St Quality Standard White, Grey, Ivory, Fume Red Brown, Light Green, Light Blue And Other Light Shades Glazed Tiles Confirming To Is : 13753 & Is :15622 Of Size 200Mm X 300Mm In Walls, Floors, Steps, Pillars Etc. Laid On A Bed Of Neat Cement Slurry Finished With Flush Pointing In The White Cement Mixed With Pigment To Match The Shade Of The Tile Complete (Excluding The Cost Of Cement Plaster On Walls And Pillar). 32 Providing And Fixing Steel Gate, Grating , And Grills Made Of Angles, Tees, Square Bars, Flats,Or Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide 33 Add Extra If Square, Rectangular Hollow Tubular Sections Are Used. 34 Providing And Fixing M.S. Sheet 1Mm Thick Single Leaf Door Shutter In Angle Iron Frame 35X35X5Mm Suitabilly Diagonally Braced With 25X3Mm Flat Iron Above And Below Lock Rail Of Size 50X5Mm Beading Extra Including All Fittings, As Per Direction Of Engg. Incharge But Excluding Cost Of Chowkhats: Including Two Coats Of Anit-Corrosive Red Oxide Primer Paint 35 Providing And Fixing Steel Glazed Doors Windows And Ventilator Shutters Of Standard Rolled Steel Section (Is 1038-1983) Joints Mitred And Welded With Steel Lugs 13X3Mm, 10Cm. Long Embedded In Cement Concrete Block 15X10X10Cm. Of 1:3:6 (1Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws With Fixing Clips Or With Bolts And Nuts As Required Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Cooper Glazing Clips And Special Metal Sash Putty Of Approved Make Or Metal Beading With Screws Complete Including Priming Coat Of Approval Steel Primer, Excluding The Cost Of Metal Beading And Other Fitting Except Necessary Hinges Of Pivots Steel Handles Peg Stay Etc. As Required : 36 Windows Side Hung /Ventilators Top Or Centre Hung (Openable) 37 Supplying And Fixing Fixed Wire Gauge Of 14 Mesh X 24 Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3Mm With Suitable Screw At Not Exceeding 150Mm Distance. 38 Providing And Fixing Steel Glazed Window Frame Made Out Of 80X40 Mm Hollow Sheet Section Of 16 Gauge Thickness, Joint Mitred Welded And Grinded Including Hold Fast Of Steel Lugs 13Mm X 3Mm And 15 Cm Long Embedded In C C Block 15 X 10 X 10 Cm Of 1:3:6 Nominal Concrete And Including Fixing Of Pivoted Hinges Of Superior Quality, Window Shutters Made Out Of 50 X 25.0 Mm Hollow Steel Section 15 Mm Paitam Of 18 Gauge Thickness, Joint Mitred And Grinded Including 10Mm X 10Mm Square Bars Welded To Frame For Paitam Fixing Float Glass 4Mm Thick Panes With Glazing Clips And Metal Sash Putty And Fixing Of Shutters Frames Peg Stay, U Shape Handle 100 Mm Long, Tower Bolts 100 Mm Long Of Steel Powder Coated Superior Quality Including Fixing And Jointing With Frame Hinges Priming Coat With Steel Primer Complete In All Respect As Per Direction Of Engineer-In –Charge 39 Window Fixed. 40 Supplying And Fixing Of Chain Link Fencing With Angle Iron Posts 50X50X6Mm Placed At Every 3 Mtr. Apart 30Cm In Ground Embedded In Cement Concrete 1:3:6 (30X30X45Cm) Corner And Every Tenth Post To Be Strutted With (50 X 50 X 6Cm) Angle Iron Provided And Fixed And Fitted With Posts Including Earth Work In Excavation Etc. Complete With Chain Link Size. 41 50Mm X 50Mm X 3.15Mm 42 Providing And Fixing Welded Mesh/Expanded Metal Mesh In Frame Work, Flat Iron Beading 20X3Mm Including Top Cross Laps Inside And Out Sides Welding, Iron Bolts, Crews, Clips Etc. Complete (Excluding Frame Work) Of Size. 43 Welded Mesh 50 Mmx 50 Mm X 2.1 Mm 44 Providing Corrugated G.S. Sheet Roofing Including Vertical / 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 And Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets 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 Whenever Required. 45 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/M2 46 Providing & Fixing Uv Stabilised Fiberglass Reinforced Plastic Sheet Roofing Upto Any Pitch Including Fixing With Polymer Coated ‘J’ Or ‘L’ Hooks, Bolts & Nuts 8Mm Dia. G.I Plain/Bitumen Washers Complete But Excluding The Cost Of Purlins, Rafters, Trusses Etc. The Sheets Shall Be Manufactured Out Of 2400 Tex Panel Rovigs Incorporating Minimum 0.3% Ultra-Voilet Stabiliser In Resin System Under Approximately 2400 Psi And Hot Cured. They Shall Be Of Uniform Pigmentation And Thickness Without Air Pockets And Shall Confoim To Is 10192 And Is 12866.The Sheets Shall Be Opaque Or Translucent, Clear Or Pigmented, Textured Or Smooth As Specified. 47 3.0Mm Thick (Wt. 5.0 Kg./Mtr. Sq.) 48 Providing And Fixing Glass Strips In Joints Of Terrazo/ Cement Concrete Floors. 49 40Mm Wide And 4Mm Thick 50 Providing & Laying Chequered Terrazzo Tiles Of Approved Make 22Mm Thick With Marble Chips Of Size Upto 6Mm, In Floors, Jointed With Neat Cement Slurry Mixed Wit Pigment To Match The Shade Of Tiles Including Rubbing And Polishing Complete In All Respect As Per Specification, On 28Mm Thick Bed Of C.M. 1:4 : 51 Light Shade Using Shade Cement. 52 Polished Blue Kota Stone Flooring Skirting, Laid Over 20 Mm Thick Base Of C.M. 1 : 4 And Jointed With Grey Cement Slurry To Match The Shade Of The Slab Including Rubbing And Polishing Complete :For Area Of Each Slab From 2001 To 5000 Sq.Cm : 25 Mm Thick Slab. 53 Rough Chisel Dressed Stone Flooring Over 20 Mm (Av.) Thick Base In Cm 1 : 6 Including Pointing With Cement Mortar 1 : 2 (1 Cement : 2 Stone Dust) With And Admixture Of Pigment To Match The Shade Of Stone With Joint Thickness Upto 15 Mm : 35 Mm Thick Red Sand Stone. 54 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement In Position To The Required Line, Level And Curvature Jointed With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) Including Making Joints With Without Grooves (Thickness Of Joints Except At Sharp Curve Shall Not To More Than 5Mm) Including Making Drainage Opening Wherever Required Complete Including Painting Etc. As Per Direction Of Engineer-In-Charge (Length Of Finished Kerb Edging Shall Be Measured For Payment). (Precast C.C. Kerb Stone Shall Be Approved By Engineerin- Charge). 55 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finish : 20Mm Thick. 56 20Mm Thick. 57 12Mm Thick. 58 Providing And Applying White Cement Based Putty Over Plastered Surface To Prepare The Surface Even And Smooth Complete 59 Pointing On Stone Masonry In Cement Sand Mortar 1:3 (1 Cement : 3 Sand) : 60 Raised And Cut Pointing. 61 Distempering With Dry Distemper Of Approved Brand And Shade (Two Or More Coats) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 62 Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Including Preparation Of Base With Primer, Putty, Lippy Complete In All Respect. 63 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 64 New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm). 65 Painting Exterior Surface Of Wall With 100% Acrylic Exterior Paint Of Approved Brand And Manufacture To Give An Even Shade With Two Or More Coats Including Prepartion Of Base With Sand Papering, Primer, Putty, Etc Complete In All Respect Including Scaffolding And Safety Provision 66 New Work 67 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work 68 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade : One Or More Coats On Old Work. 69 Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. In Cement Mortar. 70 Dismantling Stone Slab/ Terrazo Chip Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 71 Dismantling Of Cement Concrete Platform Along With Curtain Walls And Base Concrete Etc. Including Stacking Of Useful Materials Near The Site And Disposal Of Unserviceable Materials Within 50 Metres Lead : 72 Above 1.44 Sqm To 2.52 Sqm 73 Providing And Laying App (Atactic Polypropylene Polymer) Modified Prefabricated Five Layer 3Mm Thick Water Proofing Membrane, Black Finished Reinforced With Glass Fibre Matt Consisting Of A Coat Of Bitumen Primer For Bitumen Membrane @ 0.40 Itr/Sq.Mt. By The Same Membrane Manufacture Of Density At 25°C, 0.87-0.89 Kg/Ltr And Viscosity 70-160 Cps. Over The Primer Coat The Layer Of Membrane Shall Be Laid Using Butane Torch And Sealing All Joints Etc., And Preparing The Surface Complete. The Vital Physical And Chemical Parameters Of The Membrane Shall Be As Under Joint Strength In Longitudinal And Transverse Direction At 23°C As 650/450N/5Cm. Tear Strength In Longitudinal And Transverse Direction As 300/250N. Softening Point Of Membrane Not Less Than 150°C. Cold Flexibility Shall Be Upto -2°C When Tested In Accordance With Astm, D-5147. The Laying Of Membrane Shall Be Got Done Through The Authorized Applicator Of The Manufacturer Of Membrane.3 Mm Thick 74 Supply & Fixing Of One Side Polished Black Granite/White Marble Stone 14-20Mm Thick Of Size 3X2 With Engraved And Gold Colour Painted Letters (Upto 500 Letters) & Borders Including Dismatalling Plaster For Fixing Stone And Finishing The Surface Including Cost Of Stone And Other Material, Carriage, Loading, Unloading With All Leads & Lifts As Per Direction Of Engineer Inchagre. 75 Supply & Stacking Good Soil Of Earth At Site Complete Including Loading Unloading & Transportation Etc. Good Soil Of Earth 76 Spreading Of Manure And Good Earth In Required Thickness (Cost Of Manure And Good Earth To Be Paid Separately). 77 P&F Rigid Pvc Pipe (Is:4985 Mark) Class Ii/ (4 Kg. /Cm2.) Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant. 78 110 Mm Dia 79 160 Mm Dia 80 Carriage Of Materials Earth, Sand, Lime, Morrum Manure Or Sludge Including All Lead And Lift And Loading & Unloading. Up To 5 Km 81 Providing & Fixing Of Bee Star Rated Copper Wounded Double Ball Bearing Capacitor Start, Aluminium Body & Metallic Blade Ceiling Fan Conforming To All The Performance Requirements Laid Down In Is 374:2019 Including All Amendments, As Applicable ; & Carry Bis Licensing (I.E. Isi Marking) With Down Rod Up To 80 Cm With Secondary Support Safety Cable ( Steel Rope) , Cotter Pin With 3 X 1.5 Sq.Mm Pvc Insulated Flexible Copper Conductor Making Connection Testing Etc. As Required. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr .1200 Mm Sweep Bee 1 Star Rated (Service Value >=4.0 To 82 Providing And Fixing Aluminum Work For Doors ,Windows, Ventilators And Partition With Extruded Built Up Standard Tubular / Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is :733 And Is :1285, Fixed With Rawl Plugs And Screws Or With Fixing Clips ,Or With Expansion Hold Fasteners Including Necessary Filling Up Of Gap. At Junctions , At Top ,Bottom And Sides With Required Pvc/Neoprene Felt Etc. Aluminium Section Shall Be Smooth ,Rust Free, Straight ,Mitered And Jointed Mechanically Wherever Required Including Cleat Angle Aluminium Snap Beading For Glazing /Paneling , C.P. Brass/ Stainless Steel Screws Al. Tower Bolt & Al. Handle & Al. Aldrop Etc.,All Complete As Per Architectural Drawings And The Directions Of Engineer- In – Charge .(Glazing And Paneling To Be Paid For Separately). Anodised Aluminum (Anodised Transparent 81 Dyed To Required Shade According To Is : 1868. (Minimum Anodic Coating Of Grade Ac 15, Anodizing To Be Got Done From Approved Anodizer) For Fixed Portion 83 For Shutters Builtup Standard Tubular Sections Of Openable Doors ,Windows & Ventilators Including Providing & Fixing Hinges / Rollers Etc. And Making Provision For Fixing Of Fittings Wherever Required (Lockes Shall Be Paid For Separately). Anodised Aluminum (Anodised Transparent 81 Dyed To Required Shade According To Is : 1868. (Minimum Anodic Coating Of Grade Ac 15, Anodizing To Be Got Done From Approved Anodizer) 84 Providing And Fixing 12 Mm Thick Prelaminated Three Layer Medium Density (Exterior Grade ) Particle Board Grade I, Type Ii Conforming To Is : 12823 Bonded Formaldehyde Synthetic Resin ,Of Approved Brand And Manufacture In Paneling Fixed In Aluminium Doors ,Windows Shutters And Partition Frames With C.P. Brass / Stainless Steel Screws Etc. Complete As Per Architectural Drawings And Direction Of Engineer-In-Charge. Prelaminated Particle Board With Decorative Lamination On Both Sides. 85 Providing And Fixing Glazing In Aluminium Door, Window ,Ventilator Shutters And Partitions Etc. With Pvs / Neoprene Gasket Etc. Complete As Per The Architectural Drawings And The Directions Of Engineer-In-Charge.(Cost Of Aluminium Snap Beading Shall Be Paid In Basic Item.) With Glass Panes Of 4.0 Mm Thickness ( Weight Not Less Than 10.0 Kg/Sqm) As Per Is : 2835. 86 Providing And Fixing Expanded Grill Made Of Aluminum As Per Design And Drawing Having Members Section Of Size 7.5Mm X 6.0Mm And Opening Of Size 102Mm X 99Mm To Aluminum Window/Vent With Required Screws, Y And H Aluminium Sec (As Per Drawing) At The Ends And Middle Joints Respectively Complete In All Respect As Per Direction Of Engineer In Charge. Anodised Aluminum (Anodised Transparent 81 Dyed To Required Shade According To Is : 1868. (Minimum Anodic Coating Of Grade Ac 15, Anodizing To Be Got Done From Approved Anodizer) 87 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal Dehyderesin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure A : 30 Mm Thick Commercial Veneer Both Side 88 Demolishing Cement Concrete Manually/ By Mechanical Means Including Disposal Of Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge. 1: 3: 6 Or Richer Mix. 89 Random Rubble Dry Stone Kharanja Under Floor. 90 P & F G.I. Pipes (Internal Work) With G.I. Fittings Excluding Union (Is:1239 Mark) & Ms Clamps Including Cutting And Making Good The Walls And Floors: Exposed On Wall 91 15 Mm Dia Nominal Bore B Class 92 25 Mm Dia Nominal Bore A Class 93 Random Rubble Stone Masonry With Hard Stone In Superstructure Above Plinth Level And Upto Five Level Above 30Cm. Thick Walls In : Cement Mortar 1:6( 1-Cement : 6-Sand). 94 Providing And Laying Damp-Proof Course With Cement Concrete Grade M-150 (1 : 2 : 4) Mortar Prepared With 1% Solution Of Water-Proof Compound Complete As Per Specification . 50Mm Thick. 95 Saintary 96 Providing And Fixing 3-Layer Pp-R (Polypropylene Random Coplymer ) Pipes Sdr 7.4 Uv Stabilized And Antimicrobial Fusion Welded, Having Thermal Stability For Hot & Cold Water Supply Including All Pp- R Plain & Brass Threaded Polypropylene Random Fittings And Fixing The Pipe With Clamps At 1 Metre Spacing. This Includes Testing Of Joint Complete As Per Direction Of Engineer - In Charge.( Internal Work- Exposed On Wall) 97 Pn-16 Pipe, 16 Mm Od 98 Pn-16 Pipe, 20 Mm Od 99 Pn-16 Pipe, 40 Mm Od 100 Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes (Is 15778 : 2007 Code) 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.,) 101 20Mm Nominal Outer Dia Pipes 102 32Mm Nominal Outer Dia Pipes 103 P & F Pvc Storage Tank Isi Marked (Is: 12701) Indicating The Bis License No), Of Approved Make With Cover, 25Mm Dia 1M Long G.I. Over-Flow Pipe & 25 Cm. Long Wash Out Pipe With Plug & Socket, Including Making Connection Etc., Complete Of Approved Design: 1000 (-Do-) 104 P & F Full-Way Valve (Is:778 Mark) Or Wheel Valve Of Approved Make : Gun-Metal 32Mm Nominal Bore. 105 P & F Inlet Connection (Angle Valves) Superior Quality, Of Approved Make, For Wash Basin, Gyser Etc. C.P. Inlet Connection 15Mm.Brass (Is : 8931Marked) 106 P & F Ball Cock (Is :1703 Mark) With Rod & P.V.C. Ball Complete : (-Do-)Wt.Not Less Than 800 Gm, 32Mm. 107 P & F 15 Mm. Dia Connection Pipe Of Approved Quality/Make : Pvc Pipe Withc.P. Brass Nuts Upto Length, 600Mm 108 P & F Pilllar Cocks (Is :8931 : 1993 Mark) Of Superior Quality And Approved Make: C.P. Pillar Cock, Swan-Neck With Casted Spout, 15Mm Nominal Bore. 109 P & F Full-Way Valve (Is:778 Mark) Orwheel Valve Of Approved Make : 110 Gun-Metal 15Mm Nominal Bore. 111 (-Do-) 25Mm Nominal Bore. 112 (-Do-) 50Mm Nominal Bore. 113 Providing And Fixing Unplasticized Poly Vinyl Chloride (Upvc) Swr Pipes Type B For Sciland Waste Discharge System (Is:13592 : 1992 Marked) Of Approved Quality /Make 110 Mm Dia 114 P&F Rigid Pvc Pipe Fittings (Is: 4985 Mark) Of Approved Quality /Make Including Joining The Pipe With Solvent Cement Rubber Ring And Lubricant: 115 Coupler (Socket) 116 110Mm Dia 117 160 Mm Dia 118 Plain Tee 119 110Mm Dia 120 160Mm Dia 121 Door Tee 122 110Mm Dia 123 Bend 45 124 110Mm Dia 125 Vent Cowel 126 110Mm Dia 127 Door Bend (Left & Right) 128 110Mm Dia 129 Pipe Clip 130 110Mm Dia 131 160Mm Dia 132 Plain Floor Trap 133 110Mm Dia 134 P- Trap 135 110Mm Dia 136 Socket Plug 137 110Mm Dia 138 Door Cap 139 110Mm Dia 140 Construction Of Chamber In All Type Of Soil With 300 Mm Thick Masonry In Cm 1:6 M-10 Cm Thick C.C. 1:5:10 In Foundation, 20Mm Thick Insider Plaster In Cm 1:6, Finished With Floating Neat Cement, 50Mm Thick M-15 Grade C.C. Flooring , Earthwork Etc. Complete As Per Design Including Disposal Of Surplus Earth Within A Lead Of 50 Mtr. 141 -Do- Size 450 X 450Mm Depth Upto 0.5M Cement Cover With Frame 142 P & F Bib Cock (Is : 8931 Mark), Superior Quality Of Approved Make:Brass 400 Gm,15Mm Nominal Bore. 143 P & F Ball Cock (Is :1703 Mark) With Rod & P.V.C. Ball Complete :Brass Wt.Not Less Than 300 Gm,15Mm. 144 P & F Indian Type White Glazed Vitreous China 1St Quality W.C. Orissa Pan (Is:2556 Mark) With 100 Mm Vitreous China P Or S Trap Including Cutting And Making Good The Wall And Floor: 145 Size 580X440Mm. 146 P & F Wvc (10 Litres) Low-Level Flushingcistern With Cover. 147 P & F Wvc Wash Basin (Ist Quality Is:2556 Mark) Of Approved Make Withc.I. Brackets Duly Painted 1 No. 15 Mmc.P. Pillar Cock (Is:8934 Mark) & 32 Mmc.P. Brass Waste Coupling Of Approved Make, P.V.C Waste Pipe With Pvc Nut32 Mm Complete Including Cutting & Making Good The Wall : 148 Size 510 Mm X 400 Mm 149 P & F Lst Quality Wvc Urinal (Is:2556 Mark) With 25Mm Dia G.I. Waste Pipe, Dome Waste Couplings, Concealed Iron Brackets Or Screws Etc Complete. 150 Flat Back (Small) Size 456X355X265Mm. 151 P & F W.V.C. Urinal Partition Plate Of Approved Standard Make Of Size 630X315Mm Including Making Good Thewall. 152 Providing & Making Artistic/Heritage Painting With The Using Oil Paint/Apex Ultima Or Equivalent Exterior Paint Having Anti Algal And Dust Pick Up Resistance With Finish As Per Direction Of Engineer In Charge On Wall Faces/Panels Etc. With Approved Colour In Following Patterns Including Painting Base Works Of Required Exterior Paint In Approved Quality/Brand:- The Painting Shall Be Based On Themes Related To Flora & Fauna Like Creepers Flower Pots, Animals, Birds & Natural Figures. As The Work Shall Be At The Level Of Similar To Enclosed Drawing ‘C’. 153 Floral Art Work In Specific Traditional Style (Kota-Bundi/Mandna/Kishangarh/Nathdwara) In Domes, Arches, Mehrabs Etc As Per Drawing Under The Direction Of Enineer Incharge And As Per Approval Of Architect 154 Single Piece Of Stone Element With Carving Work In Bansi Paharpur Stone Includes Stone Pillar, Stone Base, Todies And Thabi Etc Carving Work As Per Direction Of Engineer In Charge 155 P & F Stone Cladding/Flooring Works Dressed Bansi Paharpur Stone 25Mm Thick In Traditional Style Used In Cladding/Flooring With Pattern Over 25 To 50 Mm Thick Base In Cm 1:6 Including Pointing With Cement Mortar 1:2 (Cement : 2 Stone Dust) Matche The Shade Of Stone With Joint Thickness Upto 1.5Mm As Per Direction Of Engineer-In-Charge. 156 Providing And Fixing Double Scaffolding System On The Exterior Side, Upto Five Story Made With 4\ Wooden Member 1.5 M C/C Horizontal And Vertical Direction Joining With Rassi, Clamps, Challies. The Scaffolding System Shall Be Stiffened With Bracing, Runner, Connection Of Building If Necessary With All Essential Safty Features For The Workmen Etc Complete As Per Direction Of Ei.The Lavation Area Of The Scaffolding Shall Be Measured For Payment. The Payment Will Be Made Once Irrespective Of Duration Of Scaffolding.Note : This Item To Be Used For Maintence Work Judiciall 157 Supply Of Labour 158 P/F Ornamental Pink Bansi Paharpur Stone Chhatri (Total Height = 0.60+1.50+0.10+0.05+0.10+0.10+0.05+0.75+0.30) And 1.20 M X 1.20 M Size With Following Specification With Carving Work (All Measurement Are In Metres) Cladding- 4 X 1.00 X 0.525 X 0.04 Thick, Cladding Pillars - 4 X 0.10 X 0.10 X 0.52 , Galta - 4 X 0.15 X 0.075 Size, Dhasa - 4X0.30X0.075 Size Main Pillars - 4X0.15X0.15X1.50, Aech - 4X0.525 Height And 0.05 Thick , Barsoth- 4X0.15X0.10 Size Chajj - 4X0.05 Thick With 0.25 Projection Dabstone - 1.20X1.20X0.10 Step Cladding Above Dabstone - 4X0.04 Thick X 0.10 Height (With Cc 1:2:4, 1.00X1.00X0.10), Gola Stone- 1.20X1.20X0.05, Gumbad - 1X.75 Dia. X 0.60 Height, Kalash- 1X0.30 Height And .125 Dia At Base Complete As Per Approved Design And Direction Of Engineer In Charge 159 150 Mm Dn/Id Hdpe Dwc (External Annular Corrugated And Smooth Internal Walls) Sn-8 As Per Is 16098 Part 2 160 200 Mm Dn/Id Hdpe Dwc (External Annular Corrugated And Smooth Internal Walls) Sn-8 As Per Is 16098 Part 2 161 250 Mm Dn/Id Hdpe Dwc (External Annular Corrugated And Smooth Internal Walls) Sn-8 As Per Is 16098 Part 2 162 Chemical Treatment Of Araish Surface To Clean From Yellowness, Blackness, Algal Growth, Dust, Dirt Only Accrelions, Lime & Gypsum Deposits, Filling Of Gaps & Cracks And Application Of Preservative Coating To Prevent Algal Growth And Make The Surface Water Proof. 163 Providing And Fixing Stone Jali 40Mm Thick Red/Pink Sand Stone Throughout In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Patterns To Be Cut Square To Jali Slab Without Any Chamfers Etc: 164 Providing And Fixing Benches With Side Panel Casted In Cast Iron Single Piece And Middle Part Is Of Mild Steel. Approx. Ht. Is 700 Mm And Length Is 1250 Mm The Carving Work Is As Per Enclosed Drawing And Details And Instruction Of Engineer Incharge. 165 Construction Of Tube-Well Upto 100 Meter Depth And Above In All Type Of Rocks By Dth System And Over Burden, To Accommodate Casing Pipe Of Following Sizes In All Types Of Soils And Over Burden Including Lowering Of Casing Pipes, But Excluding Cost Of Casing Pipes As Per Is : 2800 (Part I & Ii) 1979 Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe: 200 Mm Dia Nominal Bore. 166 Supply Of Erw M.S. Black Casing Pipe Isi Marked (Is:4270/1992) Of Grade Fe410 Of Following Sizes At Site Of Work.200 Mm Nominal Bore Of Pipe 167 Supply Of Strainer Pipes Made Of Erw M.S. Black Pipe Isi Mark Of Following Sizes At The Site Of Work Including Required Size Of Slotting As Per Is:8110-1985. 200 Mm Nominal Bore. 168 S & F Tube Well Cover Of M.S.Sheet (6Mm Thick) With Nuts And Bolts Complete For Casing Size:200Mm Dia 169 S & F M.S. Clamp, Set Of 50 ×6Mm Flat Iron With Nuts And Bolts Etc. For Holding The Riser Pipe Assembly Of Submersible Pump Set. 170 Providing & Lowering In Tube Well Isi Marked Hdpe Pipe As Per Is 4984:1995 Or Amended Upto Date In Pe 80 Grade And Class Pn 10 Of Following Dia. Including Hdpe/Gi Fittings And Pvc Rope Confirming To Is 5175:1992 Or Amended Upto Date, Along With Clamping Of Submersible Cable Etc. Complete In All Respect. 50 Mm Dia 171 Supply & Fixing Of Isi Marked Three Core Pvc Flat Submersible Cable As Per Is 694:1990 Or Amended Up To Date And Conductor As Per Class 5 Of Is 8130:1980 Including Making Connection Etc. 3 Core 6.0 Sq.Mm 172 Supply & Fixing Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I/1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75Cm Size Trench, 25 Cm Thick Under Layer Of Sand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 10.0 Sq.Mm, 4 Core 173 Providing, Installation, Testing And Commissioning Of Submersible Monoblock Pump Set Conforming To Is 8034 And 2 Pole Motor Operating At Syncronised Speed Of Speed 3000 Rpm, With Water Proof Winding. Pump Shall Be Suitable For Various Delivery Head And Discharge With Stainless Steel Shaft. Motor Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz Ac And With Water Lubricated Bearing To Accept Entire Hydraulic Thrust. Supply, With Cable Guard, Thrust Carbon/Fiber Bearing To Withstand Entire Hydraulic Thrust. The Pump Set Shall Be Suitable For Direct Coupling, With Suitable Suction Strainer. Pump Should Have Suitable Discharge Out Let As Per ManufacturerS Design. Antithrust Stream Lined Non Return Valve Shall Be Provided With The Pump And Minimum 6 M Submersible Copper Conductor Cable In Single / Double Run And 2 Pairs Of Suitable Size Erection Clamp 10 Mm Thick Shall Be Provided With Each Pump Etc. Complete In All Respect As Per Specification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 5.5 Kw (7.5 Hp) 174 Sitc Of Radial / Mixed Flow Isi Marked Water And Anti-Corrosive Liquid Filled Submersible Motor Pump Sets Suitable For 100/150Mm Dia Borewell. The Size Of Adopter Fixed On Top Of The Motor Should Exceed The Top Of Coupler , For Safegaurd The Coupler. The Construction Material Of Motor And Pump Should Match Is: 8034 : 2018 And Is: 9283 Guideline. The Radial Flow Pumpset Should Operate At 5 Star Energy Efficiency Level Of Bee And Mixed Flow Pump Set Should Operate At 3 Star Energy Level Of Bee, Accompained By Valid Bee Certificate. Motor Should Be Ie2 Class As Per Iec 60034-2-1: 2007, Iec 60034-30: 2008, & Is12615:2011 With Required Accessories Including Making Connection Suitable For Bore Well. The Job Includes Labour Part Of Lowering Of Riser Pipe G.I./ H.D.P.E. With Rope, Cables & Pump, Installation Of Complete Fitting And Accessories, Jointing Of Electrical Cables Up To Starter. All Labour For Testing Of Submersible Pumps Set And Supply Of Water To Water Mains, Complete In All Respect. Oem Shall Have Submit Nabl / Cpri / Erda Accrediated Lab Type Test Certificate Before Execution. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 2.0 Hp, 1-Ø, (7- 95)Mtr, (55-22) Lpm 175 Providing & Laying Of Polypropylene Rope Confirming To Is:5175 For Submersible Pump Of Following Sizes. Complete In All Respect. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work , Refer Annexure \A\ Attached With This Bsr . 12Mm (Suitable Up To 50 Mm Od Pipe) 176 Supply And Fixing Of Electric Control Feeder Panel Comprising Of Suitable Rating Mccb , Fully Automatic Star-Delta Starter, Over Load Relay, Ampere Meter With Cts, Volt Meter, Phase Preventer, Suitable Starting Capacitors, Phase Indicators, Lighting Arrangement Etc Complete Suitable For Three Phase Pump Set. The Panel Should Have Space For Energy Meter ( Supplied By Discom). All These Equipments Shall Be Housed By Panel Box Made Out From 18 Gauge M.S. Sheet With Powder Coating. Panel Should Be Of Minimum Size 900 X 600 X 450 Mm With Stand ( Made Of Angle Iron Of Size 35X35X5Mm) Duly Bolted/Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18\ And Double Door Including In Built Locking System. The Legs Should Be Embedded In M-15 Cement Concrete Plat Form. The Size Of Cc Platform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level. The Panel Should Have Opening Of Suitable Size In Front Of Space For Energy Meter With Glass For Meter Reading. The Operation Of Panel Should Be Suitable For On 440 Volt Ac Supply. Above 5 Hp And Up To 10 Hp 177 Installation Of Submersible Motor Pump Set In Tube-Well/Open Well Complete ( Labour Charges Only) Including Transportation Of Tripod, Chain Pulley Block & Any Other Material Required For Lowering Purpose. 178 Construction Of Dry Lean Cement Concrete Sub- Base 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 Content Not To Be Less Than 150 Kg/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing. 179 Construction Of Un-Reinforced, Plain Cement Concrete Pavement, Thickness As Per Design, Over A Prepared Sub Base, With 43 Grade Cement Or Any Other Type As Per Clause 602.2.2 M30 (Grade), Coarse And Fine Aggregates Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 31.5 Mm, Mixed In A Concrete Mixer Of Not Less Than 0.5 Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 150 Micron Thick Polythene Film, Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continuous Operation Including Provision Of Contraction And Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14-Days, Using Water Finishing To Lines And Grade As Per Drawing And Morth Specification Clause 602 Including Vaccum Dewatering Process With All Required Equipments (Dowel Bars Will Be Paid Seprately) 180 Granular Sub-Base With Close Graded Material (Table:- 400-1) Providing Laying Spreading And Compacting Specified Graded Sand, Gravel (Crushed Stone) As Per Table 400-1,400-2 Or Any Other Course Material As Per Design Mix, As Per Cbr In Sub Base Course Including Premixing The Material At Omc In Wet Mix Plant, Carriage Of Mixed Material Spreading In Uniform Layers With Motor Grader F.E Loader On A Prepared Base And Compacting With Vibratory Roller To Achieve Desired Density (As Per I.S.2720) Including All Material, Labor, Machinery, Lighting Guarding, Barricading And Maintenance Of Diversioncomplete.[Morth Specification : Clause 401]. By Mechanical Means. For Grading-Iii Material 181 Construction Of Embankment With Approved Material Obtained From Borrow Pits With A Lift Upto 1.5 M, Transporting To Site, Spreading, Grading To Required Slope And Compacting To Meet Requirement Of Tables 300-1 And 300-2 With A Lead Upto 50 M As Per Morth Specification Clause 305.3 182 Providing, Laying, Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mixer (Pug Mill), Carriage Of Mixed Material By Tipper To Site, Laying In Uniform Layers In Sub-Base/Base Course On A Well Prepared Sub-Base And Compacting With Smooth Wheel Roller Of 80 To 100Kn Weight To Achieve The Desired Density Including Lighting, Barricading And Maintenance Of Diversion, Etc As Per Tables 400-12 & 400-13 And Morth Specification Clause 406. By Mechanical Means With All Lead