View Bid Results For Piping Project Tenders

We found 283 Bid Results related to piping project tenders. You can find Contractor details who won piping project tenders along with contract details in Bid awards announcements section.

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Showing 1–6 of 283 tenders matching your filters
1.
Heavy Industries and Public Enterprises #11394171 Technical Bid
Tender for Fabrication & Supply Of Gr91 Riser And Horizontal Bearing Cl S For Piping (Non Ntpc) Projects With Bhels Materials Through Osb Route = Limited
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Tamil Nadu View Result →
Telangana View Result →
Telangana View Result →
4.
Petroleum and Natural Gas #11325151 AOC
Tender for Miscellaneous Mechanical Works For Re-Routing Of The Product Piping For Proposed Mangalore Terminal Expansion Project Under Karnataka State Office
Contract Date: Jun 22, 2026 Contract Value : ₹ 1.48 Crore
Boards / Undertakings / PSU No of Bidders 13
Karnataka View Result →
Tamil Nadu View Result →
6.
Public Administrative Department #11300148 AOC
Tender For Construction Of Inspection Banglow, Guest House, Boundary Wall & Garage Near Suklai Head Works Under Extension, Renovation And Modernization Of (Erm), Sukla Irrigation Project Under Pmksy-Aibp For The Year 2021-22. , Construction Of Inspection Banglow, Guest House (Ground Floor). Earth Work : Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. All Kinds Of Soil. , Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , Steel Work : Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Cement Concrete Work : Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 40 Mm Nominal Size Derived From Natural Sources , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : 1:1.5:3 (1 Cement : 1.5 Coarse Sand (Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size De Rived From Natural Sources) , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Providing And Laying Damp-Proof Course 40Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand (Zone-Iii) Derived From Natural Sources : 4 Graded Stone Aggregate 12.5Mm Nominal Size Derived From Natural Sources) , Shuttering & Formwork : Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Foundations, Footings, Bases Of Columns, Etc. For Mass Concrete , Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Columns, Pillars, Piers, Abutments, Posts And Struts , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Stairs, (Excluding Landings) Except Spiral-Staircases , Pre Construction Anti - Termite Treatment : Diluting And Injecting Chemical Emulsion For Post-Constructional Anti-Termite Treatment (Excluding The Cost Of Chemical Emulsion) : Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration , Brick Work : Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Brick Work With Common Burnt Clay Modular Bricks Of Class Designation 7.5 In Foundation And Plinth In: Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Wood Work : 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). Sal Wood , 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 , Pvc Door Frame : Providing And Fixing Factory Made Pvc Door Frame Made Of Pvc Extruded Sections Of Size 75 Mm X 53 Mm, Having Wall Thickness 2.0 Mm (± 0.2 Mm). Both Verticalssides Of The Frame Reinforced With Pvc Profile Of Cross Section Size 28 Mm X 30 Mm X 2 Mm Thickness (± 0.2 Mm) And 75 Mm X 200 Mm Long, Including Reinforcing Both Ends Of The Top Frame With Pvc Profile. Pvc Door Frame And Pvc Reinforcement Profile To Be Mitred Cut, Jointed And Fusion Welded Together, Including Providing And Fixing 3 Nos Of 125 Mm Long Stainless Steel Hinges To Frame, Fixing The Frame With Jamb With Required Nos & Sizes Of Anchor Dash Fastener, All Complete As Per Manufacturers Specification And Direction Of Engineerin-Charge. , Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Section Of Size 100 Mm X 37 Mm With Wall Thickness 2 Mm (± 0.2 Mm), With Inbuilt Bead On One Side, Styles And Rails Mitered Cut And Joint At The Corners By Means Of 2 Nos Of Plastic Brackets Of Size 75 Mm X 220 Mm At Each Corner And Stainless Steel Screws, Reinforcing The Hinge Side Of Tyle By Inserting Pvc Profile Of Size 28 Mm X 30 Mm, With Wall Thickness 2 Mm ( ± 0.2 Mm). Lockrail Of Size 100 Mm X 37 Mm, Wall Thickness 2 Mm (+ 0.2 Mm) Will Be Fixed To The Vertical Styles. Providing With Pvc Snapfit Beads And Panel Of Size 100 Mm X 20 Mm, And Inserting 2 Nos Tie Bar Of 6 Mm Dia And Fastening With Nuts And Washers Complete, All As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40 Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Applying A Priming Coat Of Approved Steel Primer. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Fixed Portion Less Than 12.50 Kg/Sqm) Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately) Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / 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 Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Tiles Works : Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 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 , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. , 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.) , Plastering Works : 12 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement: 4 Fine Sand) , Plinth Protection : Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size) Over 75Mm Thick Bed Of Dry Brick Ballast 40 Mm Nominal Size, Well Rammed And Consolidated And Grouted With Fine Sand, Including Necessary Excavation Leveling And Dressing And Finishing The Top Smooth. , Painting : With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture , With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , 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 , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Door Window Fittings : 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 : 300Mm X 16Mm , 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 : 300Mm X 10Mm , Providing And Fixing Aluminium Handles, 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 : 125Mm , Providing And Fixing Ptmt Butt Hinges With Necessary Screws Etc. Complete. 75X60x10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms , Construction Of Inspection Banglow Cum Guest House (First Floor). Steel Work : Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Cement Concrete Work : Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Shuttering & Formwork : Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Columns, Pillars, Piers, Abutments, Posts And Struts , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Stairs, (Excluding Landings) Except Spiral-Staircases , Brick Work : Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Wood Work : 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). Sal Wood , 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 , Pvc Door Frame : Providing And Fixing Factory Made Pvc Door Frame Made Of Pvc Extruded Sections Of Size 75 Mm X 53 Mm, Having Wall Thickness 2.0 Mm (± 0.2 Mm). Both Verticalssides Of The Frame Reinforced With Pvc Profile Of Cross Section Size 28 Mm X 30 Mm X 2 Mm Thickness (± 0.2 Mm) And 75 Mm X 200 Mm Long, Including Reinforcing Both Ends Of The Top Frame With Pvc Profile. Pvc Door Frame And Pvc Reinforcement Profile To Be Mitred Cut, Jointed And Fusion Welded Together, Including Providing And Fixing 3 Nos Of 125 Mm Long Stainless Steel Hinges To Frame, Fixing The Frame With Jamb With Required Nos & Sizes Of Anchor Dash Fastener, All Complete As Per Manufacturers Specification And Direction Of Engineerin-Charge. , Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Section Of Size 100 Mm X 37 Mm With Wall Thickness 2 Mm (± 0.2 Mm), With Inbuilt Bead On One Side, Styles And Rails Mitered Cut And Joint At The Corners By Means Of 2 Nos Of Plastic Brackets Of Size 75 Mm X 220 Mm At Each Corner And Stainless Steel Screws, Reinforcing The Hinge Side Of Tyle By Inserting Pvc Profile Of Size 28 Mm X 30 Mm, With Wall Thickness 2 Mm ( ± 0.2 Mm). Lockrail Of Size 100 Mm X 37 Mm, Wall Thickness 2 Mm (+ 0.2 Mm) Will Be Fixed To The Vertical Styles. Providing With Pvc Snapfit Beads And Panel Of Size 100 Mm X 20 Mm, And Inserting 2 Nos Tie Bar Of 6 Mm Dia And Fastening With Nuts And Washers Complete, All As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Fixed Portion Less Than 12.50 Kg/Sqm) Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately) Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / 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 Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Tiles Works : Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 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 , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. , 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.) , Plastering Works : 12 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement: 4 Fine Sand) , Painting : With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture , With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , 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 , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Door Window Fittings : 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 : 300Mm X 16Mm , 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 : 300Mm X 10Mm , Providing And Fixing Aluminium Handles, 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 : 125Mm , Providing And Fixing Ptmt Butt Hinges With Necessary Screws Etc. Complete. 75X60x10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms , Construction Of Inspection Banglow, Guest House (Second Floor). Steel Work : Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More , Cement Concrete Work : Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources) , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Shuttering & Formwork : Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For Lintels, Beams, Plinth Beams, Girders, Bressumers And Cantilevers , Columns, Pillars, Piers, Abutments, Posts And Struts , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Stairs, (Excluding Landings) Except Spiral-Staircases , Brick Work : Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. Cement Mortar 1:4 (1 Cement :4 Coarse Sand) , Wood Work : 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). Sal Wood , 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 , Pvc Door Frame : Providing And Fixing Factory Made Pvc Door Frame Made Of Pvc Extruded Sections Of Size 75 Mm X 53 Mm, Having Wall Thickness 2.0 Mm (± 0.2 Mm). Both Verticalssides Of The Frame Reinforced With Pvc Profile Of Cross Section Size 28 Mm X 30 Mm X 2 Mm Thickness (± 0.2 Mm) And 75 Mm X 200 Mm Long, Including Reinforcing Both Ends Of The Top Frame With Pvc Profile. Pvc Door Frame And Pvc Reinforcement Profile To Be Mitred Cut, Jointed And Fusion Welded Together, Including Providing And Fixing 3 Nos Of 125 Mm Long Stainless Steel Hinges To Frame, Fixing The Frame With Jamb With Required Nos & Sizes Of Anchor Dash Fastener, All Complete As Per Manufacturers Specification And Direction Of Engineerin-Charge. , Providing And Fixing 37 Mm Thick Factory Made Pvc Door Shutter, Styles And Rails Made Of Pvc Hollow Section Of Size 100 Mm X 37 Mm With Wall Thickness 2 Mm (± 0.2 Mm), With Inbuilt Bead On One Side, Styles And Rails Mitered Cut And Joint At The Corners By Means Of 2 Nos Of Plastic Brackets Of Size 75 Mm X 220 Mm At Each Corner And Stainless Steel Screws, Reinforcing The Hinge Side Of Tyle By Inserting Pvc Profile Of Size 28 Mm X 30 Mm, With Wall Thickness 2 Mm ( ± 0.2 Mm). Lockrail Of Size 100 Mm X 37 Mm, Wall Thickness 2 Mm (+ 0.2 Mm) Will Be Fixed To The Vertical Styles. Providing With Pvc Snapfit Beads And Panel Of Size 100 Mm X 20 Mm, And Inserting 2 Nos Tie Bar Of 6 Mm Dia And Fastening With Nuts And Washers Complete, All As Per Manufacturers Specification And Direction Of Engineer-In-Charge. , Providing And Fixing Aluminium Work For Doors, Windows, Ventilators And Partitions With Extruded Built Up Standard Tubular Sections/ Appropriate Z Sections And Other Sections Of Approved Make Conforming To Is: 733 And Is: 1285, Fixing With Dash Fasteners Of Required Dia And Size, Including Necessary Filling Up The Gaps At Junctions, I.E. At Top, Bottom And Sides With Required Epdm Rubber/ Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Required Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) : For Fixed Portion Less Than 12.50 Kg/Sqm) Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Is: 1868, Minimum Anodic Coating Of Grade Ac 15) , For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges/ Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately) Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Providing And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / 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 Float Glass Panes Of 5 Mm Thickness (Weight Not Less Than 12.50 Kg/Sqm) , Tiles Works : Providing And Laying Vitrified Floor Tiles In Different Sizes (Thickness To Be Specified By The Manufacturer) With Water Absorption Less Than 0.08% And Conforming To Is: 15622, Of Approved Make, In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/ Sqm Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. Size Of Tile 600X600 Mm , 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 , Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete. Fixed To Steel Windows By Welding. , 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.) , Plastering Works : 12 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 20 Mm Cement Plaster Of Mix : 1:4 (1 Cement: 4 Fine Sand) , 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. Hot Finished Welded Type Tubes , Roofing : Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineer-In-Charge) 0.50 Mm (+ 0.05 %) Total Coated Thickness With Zinc Coating 120 B49grams 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. , Providing And Fixing Precoated Galvanised Steel Sheet Roofing Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, 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 To Coat 15-18 Microns Using Self Drilling/ Self Tapping Screws Complete : Using Self Drilling/ Self Tapping Screws Complete : Ridges Plain (500 - 600Mm) , Sound Proof : Providing And Fixing Thermal Insulation With Resin Bonded Fibre Glass Wool Conforming To Is: 8183 Having Density 24 Kg/M3, 50 Mm Thick, Wrapped In 200G Virgin Polythene Bags Fixed To Wall With Screw, Rawel Plug & Washers And Held In Position By Criss Crossing Gi Wire Etc. Complete As Per Directions Of Engineer-In-Charge. , 8 Mm Thick Fully Perforated Calcium Silicate Board Made With Calcareous & Siliceous Materials Reinforced With Cellulose Fiber Manufactured Through Autoclaving Processto Give Stable Crystalline Structure With Minimumcompressive Strength 225 Kg/ Sq. Cm, Bending Strength100 Kg/Sq. Cm , Of Size 595X595 Mm, Having Perforationof Dia. 10 Mm With Minimum Perforated Area 18 % Withnon Woven Tissue On The Back Side, Having An Nrc( Noise Reduction Coefficient) Of 0.85, With 50 Mm Thickrockwool Of 48 Kg /Cum Backing , Providing And Fixing False Ceiling At All Height Including Providing And Fixing Of Frame Work Made Of Special Sections, Power Pressed From M.S. Sheets And Galvanized With Zinc Coating Of 120 Gms/Sqm (Both Side Inclusive) As Per Is : 277 And Consisting Of Angle Cleats Of Size 25 Mm Wide X 1.6 Mm Thick With Flanges Of 27 Mm And 37Mm, At 1200 Mm Centre To Centre, One Flange Fixed To The Ceiling With Dash Fastener 12.5 Mm Dia X 50Mm Long With 6Mm Dia Bolts, Other Flange Of Cleat Fixed To The Angle Hangers Of 25X10x0.50 Mm Of Required Length With Nuts & Bolts Of Required Size And Other End Of Angle Hanger Fixed With Intermediate G.I. Channels 45X15x0.9 Mm Running At The Spacing Of 1200 Mm Centre To Centre, To Which The Ceiling Section 0.5 Mm Thick Bottom Wedge Of 80 Mm With Tapered Flanges Of 26 Mm Each Having Lips Of 10.5 Mm, At 450 Mm Centre To Centre, Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64 Mm Dia X 230 Mm Long G.I. Wire At Every Junction, Including Fixing Perimeter Channels 0.5 Mm Thick 27 Mm High Having Flanges Of 20 Mm And 30 Mm Long, The Perimeter Of Ceiling Fixed To Wall/Partition With The Help Of Rawl Plugs At 450 Mm Centre, With 25Mm Long Dry Wall Screws @ 230 Mm Interval, Including Fixing Of Gypsum Board To Ceiling Section And Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5 X 25 Mm At 230 Mm C/C, Including Jointing And Finishing To A Flush Finish Of Tapered And Square Edges Of The Board With Recommended Jointing Compound , Jointing Tapes , Finishing With Jointing Compound In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint And Two Coats Of Primer Suitable For Board, All As Per Manufacturers Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills, Diffusers, Cutouts Made With Frame Of Perimeter Channels Suitably Fixed, All Complete As Per Drawings, Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With : Wedge Of 80 Mm With Tapered Flanges Of 26 Mm Each Having Lips Of 10.5 Mm, At 450 Mm Centre To Centre, Shall Be Fixed In A Direction Perpendicular To G.I. Intermediate Channel With Connecting Clips Made Out Of 2.64 Mm Dia X 230 Mm Long G.I. Wire At Every Junction, Including Fixing Perimeter Channels 0.5 Mm Thick 27 Mm High Having Flanges Of 20 Mm And 30 Mm Long, The Perimeter Of Ceiling Fixed To Wall/Partition With The Help Of Rawl Plugs At 450 Mm Centre, With 25Mm Long Dry Wall Screws @ 230 Mm Interval, Including Fixing Of Gypsum Board To Ceiling Section And Perimeter Channel With The Help Of Dry Wall Screws Of Size 3.5 X 25 Mm At 230 Mm C/C, Including Jointing And Finishing To A Flush Finish Of Tapered And Square Edges Of The Board With Recommended Jointing Compound , Jointing Tapes , Finishing With Jointing Compound In 3 Layers Covering Upto 150 Mm On Both Sides Of Joint And Two Coats Of Primer Suitable For Board, All As Per Manufacturers Specification And Also Including The Cost Of Making Openings For Light Fittings, Grills, Diffusers, Cutouts Made With Frame Of Perimeter Channels Suitably Fixed, All Complete As Per Drawings, Specification And Direction Of The Engineer In Charge But Excluding The Cost Of Painting With : Fully Perforated Gypsum Plaster Board Of Size 1200 X 2400X12.5 Mm Having Approx. 15 % Perforated Area With Perforation Size And Pattern As Approved By The Engineerin-Charge And As Per Manufacturers Specification, With All 4 Side Tapered And Backed By Acoustical Tissue With Nrc Value Not Less Than 0.60 , Painting : With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacture , With Ready Mixed Red Oxide Zinc Chromate Primer Of Approved Brand And Manufacture On Steel Galvanised Iron/ Steel Works , 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 , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. New Work (Two Or More Coats Applied @ 1.43 Litre/ 10 Sqm. Over And Including Priming Coat Of Exterior Primer Applied @ 0.90 Litre/10 Sqm. , Door Window Fittings : 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 : 300Mm X 16Mm , 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 : 300Mm X 10Mm , Providing And Fixing Aluminium Handles, 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 : 125Mm , Providing And Fixing Ptmt Butt Hinges With Necessary Screws Etc. Complete. 75X60x10 Mm Fitted With 5.5 Mm Dia M.S. Bright Bar Rod Weighing Not Less Than 34 Gms , Construction Of Inspection Banglow, Guest House (Inetrnal Electrification) Sub Head -I (Wiring) Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, With Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm. Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. A) Group A , Wiring For Twin Control Light Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface / Recessed Medium Class Pvc Conduit, 2 Way Modular Switch, Modular Plate, Suitable Gi Box And Earthing The Point With 1.5 Sq.Mm. Frls Pvc Insulated Copper Conductor Single Core Cable Etc As Required. , Wiring For Light/ Power Plug With 2X4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit Along With 1 No 4 Sq. Mm Frls Pvc Insulated Copper Conductor Single Core Cable For Loop Earthing As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface/ Recessed Medium Class Pvc Conduit As Required 2 X 1.5 Sq. Mm + 1 X 1.5 Sq. Mm Earth Wire , 2 X 6 Sq. Mm + 1 X 6 Sq. Mm Earth Wire , Supplying And Drawing Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In The Existing Surface/ Recessed Steel/ Pvc Conduit As Required. 3 X 1.5 Sq. Mm , 6 X 1.5 Sq. Mm , 6 X 4 Sq. Mm , Supplying And Fixing Of Following Sizes Of Medium Class Pvc Conduit Along With Accessories In Surface/Recess Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. 20 Mm , 25 Mm , 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 Amps Modular Socket Outlet And 5/6 Amps Modular Switch, Connection Etc. As Required. (For Light Plugs To Be Used In Non Residential Buildings). , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate & Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 3Pin 5/6 Socket Outlet , Sub Head - Ii (Mcb & Dbs ) Supplying And Fixin G Following Way, Single Pole And Neutral, Sheet Steel, Mcb Distribution Board, 240 Volts, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator)8 Way, Double Door , Supplying And Fixing Following Way, Horizontal Type Three Pole And Neutral, Sheet Steel, Mcb Distribution Board, 215 Volts, On Surface/ Recess, Complete With Tinned Copper Bus Bar, Neutral Bus Bar, Earth Bar, Din Bar, Interconnections, Powder Painted Including Earthing Etc. As Required. (But Without Mcb/Rccb/Isolator) 4 Way (4 + 12), Double Door , Supplying And Fixing 5 Amps To 32 Amps Rating, 240/415 Volts, C Curve, Miniature Circuit Bre Aker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required.Single Pole , Supplying And Fixing Following Rating, Double Pole, 240 Volts, Isolator In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 40 Amps , Supplying And Fixing Following Rating, 415 V, 10 Ka, C Curve, Miniature Circuit Breaker Suitable For Inductive Load Of Following Poles In The Existing Mcb Db Complete With Connections, Testing And Commissioning Etc. As Required. 40/63 A Tp , Sub Head-Iii (Fan,Fittings And Fixtures) Supplying, Installation, Testing And Commissioning Of 1200 Mm Sweep, Bee Five Star Rated, Ceiling Fan With Brush Less Direct Current (Bldc Motor) Not Less Than 32 W, Class Of Insulation B, 3 Nos Blade, 30 Cm Long Down Road, 2 Nos Of Canopies, Shackle Kit, Safety Rope, Copper Winding, Power Factor Not Less Than 0.9, Service Value (Cmm/W) Minimum 6.85 Air Delivery Minimum 215Cmm , 350 Rpm (Tolerance As Per Is:374-2019), Thd Less Than 10% Remote Or Electronic Regulator For Speed Control And All Remaining Accessories I/C Safety Pin, Nut Bolts , Washer, Temperature Rise=75 Degree C(Max. ), Insulation Resistance More Than 2Mega Ohm, Suitable For 230V, 50 Hz Ac Supply, Earthing Etc. Complete As Required. , Supplying, Installation Of Exhaust Fan Sweep Not Less Than 300 Mm In The Existing Opening, And Made Of Aluminium Die-Cast Motor Body, Front Protection Guard, Low Noise Operation, Robust Metal Body,Double Ball Bearing,Anti Dust,High Speed(Minimum 1350 Rpm) & High Air Delivery(Minimum 1000 Cmh) Including Making Good The Damage, Connection, Testing, Commissioning Etc. As Required. , Supplying,Installation, Testing And Commissioning Of Surface Mounted Square/Round Shape Led Downlighter Having Suitable Housing Lumen Efficacy = 100Lm/Watt, System Lumen Output = 1200 Lm, Cri = 80, Power Factor = 0.9 Having Suitable Diffuser And Cct In Between 4000K To 6500 K (I/C Both Limits) Complete With All Accessories Etc. Directly On Ceiling/Wall Including Connection With 1.5 Sq. Mm Frls Pvc Insulated, Copper Conductor, Single Core Cable And Earthing Etc. As Required. , Sub Head-Iv (Service Connection) Laying Of One Number Pvc Insulated And Pvc Sheathed / Xlpe Power Cable Of 1.1 Kv Grade Of Following Size In The Existing Rcc/ Hume/ Metal Pipe As Required. Upto 35 Sq. Mm , Above 35 Sq. Mm And Upto 95 Sq. Mm , Supplying Of One Number Xlpe Insulated And Pvc Sheathed Aluminium Conductor Armoured Power Cable Of 1.1 Kv Grade With Isi Marked (Is 7098 (Part - I) / 1988 With Amendment Up To Date) Following Sizes. A) 3 ½ X 35 Sq.Mm , B) 3 ½ X 95 Sq.Mm , 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. A) 3.5 X 35 Sqmm ( 32 Mm ) , B) 3½ X 95 Sq. Mm (45Mm) , Supplying And Fixing Of Light Class G.I. Pipe Of 80 Mm Dia. (Nominal) 3 Metres Length Along The Pole For Protection Of Under Ground Cable As Required. , Sub-Head -V( Lighting Conductor And Earthing ) Providing And Fixing Of Lightning Conductor Finial, Made Of 25 Mm Dia 300 Mm Long, G.I. Tube, Having Single Prong At Top, With 85 Mm Dia 6 Mm Thick G.I. Base Plate Including Holes Etc. Complete As Required. , Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. (For Horizontal Run) , Providing And Fixing G.I. Tape 20 Mm X 3 Mm Thick On Parapet Or Surface Of Wall For Lightning Conductor Complete As Required. (For Vertical Run) , Providing And Fixing Testing Joint, Made Of 20 Mm X 3 Mm Thick G.I. Strip, 125 Mm Long, With 4 Nos. Of G.I. Bolts, Nuts, Chuck Nuts And Spring Washers Etc. Complete As Required , Earthing With G.I. Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories, And Providing Masonry Enclosure With Cover Plate Having Locking Arrangement And Watering Pipe Of 2.7 Metre Long Etc. With Charcoal/ Coke And Salt As Required. , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing As Required , Providing And Fixing 6 Swg Dia G.I. Wire On Surface Or In Recess For Loop Earthing Along With Existing Surface/ Recessed Conduit/ Submain Wiring/ Cable As Required. , 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 G.I. Thimble Excavation And Re-Filling As Required , Providing And Laying G.I. Tape 32 Mm X 6 Mm From Earth Electrode Directly In Ground As Required. , Sub Head-Vii (Air Condition) Supplying, Installation, Testing And Commissioning Of Suitable Tr Capacity 5 Star Rating With Eer Not Less Than 4.3 , Split Type Inverter Air Conditioning Units Suitable For Indoor Unit To Be Fixed On The Wall Having Minimum Cooling Capacity 5400 Kcal/Hr Suitable For Single Phase Ac Supply Complete With Outdoor Unit Having Copper Condenser Coil,Suitable Clamp/Bracket For Fixing Outdoor Unit, Inter Connection With Suitable Copper Pipe Etc. Complete As Required. , Supplying , Installation, Testing And Commissioning Of Automatic Voltage Stabilizer Of Capacity 5 Kva For Air Conditioner With 130-240 Volts Range For Operation Of Air Conditioner Complete With Testing Trail Run Etc Complete As Reqd. , Supplying , Installation, Testing And Commissioning Of Automatic Voltage Stabilizer Of Capacity 5 Kva For Air Conditioner With 130-240 Volts Range For Operation Of Air Conditioner Complete With Testing Trail Run Etc Complete As Reqd. , Supply, Installation Testing & Commissioning Of Rigid Upvc Piping Complete With Fittings, Supports As Per Specifications And Duly Insulated With 6 Mm Thick Closed Cell Nitrile Rubber Insulation. A) 25 Mm Dia ( With 6 Mm Nitrile Rubber Insulation) , Construction Of Inspection Banglow, Guest House (For Sanitary & Water Supply) Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required : W.C. Pan With Isi Marked Black Solid Plastic Seat And Lid , Providing And Fixing Wash Basin With C.I. Brackets, 15 Mm C.P. Brass Pillar Taps, 32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Require: White Vitreous China Surgeon Type Wash Basin Of Size 660X460 Mm With A Pair Of 15 Mm C.P. Brass Pillar Taps With Elbow Including Operated Levers , Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is:13983 With C.I. Brackets And Stainless Steel Plug 40 Mm, Including Painting Of Fittings And Brackets, Cutting And Making Good The Walls Wherever Required : Kitchen Sink With Drain Board 510X1040 Mm Bowl Depth 250 Mm , Providing And Fixing P.V.C. Waste Pipe For Sink Or Wash Basin Including P.V.C. Waste Fittings Complete. Semi Rigid Pipe 40 Mm Dia , Providing And Fixing 600X450 Mm Beveled Edge Mirror Of Superior Glass (Of Approved Quality) Complete With 6 Mm Thick Hard Board Ground Fixed To Wooden Cleats With C.P. Brass Screws And Washers Complete. , Providing And Fixing Toilet Paper Holder : Vitreous China , Providing And Fixing Soil, Waste And Vent Pipes : 100 Mm Dia Sand Cast Iron S&S Pipe As Per Is: 1729 , Providing And Fixing Trap Of Self Cleansing Design With Screwed Down Or Hinged Grating With Or Without Vent Arm Complete, Including Cost Of Cutting And Making Good The Walls And Floors : 100 Mm Inlet And 100 Mm Outlet Sand Cast Iron S&S As Per Is: 3989 , Cutting Chases In Brick Masonry Walls For Following Diameter Sand Cast Iron/Centrifugally Cast (Spun) Iron Pipes And Making Good The Same With Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand :6 Graded Stone Aggregate 12.5 Mm Nominal Size), Including Necessary Plaster And Pointing In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) : 100 Mm Dia , Providing And Fixing Ptmt Liquid Soap Container 109 Mm Wide, 125 Mm High And 112 Mm Distance From Wall Of Standard Shape With Bracket Of The Same Materials With Snap Fittings Of Approved Quality And Colour, Weighing Not Less Than 105 Gms. , Providing And Fixing Ptmt Towel Ring Trapezoidal Shape 215 Mm Long, 200 Mm Wide With Minimum Distances Of 37 Mm From Wall Face With Concealed Fittings Arrangement Of Approved Quality And Colour, Weighing Not Less Than 88 Gms. , Providing And Fixing Ptmt Towel Rail Complete With Brackets Fixed To Wooden Cleats With Cp Brass Screws With Concealed Fittings Arrangement Of Approved Quality And Colour 600 Mm Long Towel Rail With Total Length Of 645 Mm, Width 78 Mm And Effective Height Of 88 Mm, Weighing Not Less Than 190 Gms , Providing And Fixing Brass Bib Cock Of Approved Quality : 20 Mm Nominal Bor , Providing And Fixing Brass Stop Cock Of Approved Quality : 20 Mm Nominal Bor , 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. 15 Mm Dia Nominal Outer Dia Pipes , 20 Mm Dia Nominal Outer Dia Pipes , 25 Mm Dia Nominal Outer Dia Pipes , 32 Mm Dia Nominal Outer Dia Pipes , 40 Mm Dia Nominal Outer Dia Pipes , Providing And Fixing G.I. Pipes Complete With G.I. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc Internal Work - Exposed On Wall 15 Mm Dia Nominal Bore , Providing And Fixing G.I. Pipes Complete With G.I. Fittings Including Trenching And Refilling Etc. Internal Work - Exposed On Wall 20 Mm Dia Nominal Bore , 32 Mm Dia Nominal Bore Metre , 40 Mm Dia Nominal Bore , Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 20 To 40 Mm Nominal Bore , Providing And Fixing Gun Metal Gate Valve With C.I. Wheel Of Approved Quality (Screwed End) 20 Mm Nominal Bore , 32 Mm Nominal Bore , 40 Mm Nominal Bore , Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 15 Mm Nominal Bore , 20 Mm Nominal Bore , 25 Mm Nominal Bore , Providing And Fixing Gun Metal Non- Return Valve Of Approved Quality (Screwed End) : 40 Mm Nominal Bore Horizontal , Vertical , Providing And Fixing Uplasticised Pvc Connection Pipe With Brass Unions : 30 Cm Length 15 Mm Nominal Bore , 20 Mm Nominal Bore , Providing And Placing On Terrace (At All Floor Levels) Polyethylene Water Storage Tank, Is : 12701 Marked, With Cover And Suitable Locking Arrangement And Making Necessary Holes For Inlet, Outlet And Overflow Pipes But Without Fittings And The Base Support For Tank , Tube Well Boring With 100 Mm Diameter Casing Pipe For Hand Pump / Tubewell, In All Soils Except Ordinary Hard Rocks Requiring Blasting, Including Removing The Casing Pipe After The Hand Pump / Tube Well Is Lowered And Tested : Up To 6 Metres Depth , Beyond 6 M And Up To 12 M Depth , Beyond 12 M And Up To Required Depth , Providing And Placing In Position Filters Of 40 Mm Diameter G.I. Pipe With Brass Strainer Of Approved Quality. , Providing And Placing In Position Hand Pump Of Approved Quality For 40 Mm Diameter G.I. Pipe Complete With All Accessories. , Providing And Fixing G.I. Union In G.I. Pipe Including Cutting And Threading The Pipe And Making Long Screws Etc. Complete (New Work) : 50 Mm Nominal Bore , Providing And Fixing Square-Mouth S.W. Gully Trap Class Sp-1 Complete With C.I. Grating Brick Masonry Chamber With Water Tight C.I. Cover With Frame Of 300 X300 Mm Size (Inside) The Weight Of Cover To Be Not Less Than 4.50 Kg And Frame To Be Not Less Than 2.70 Kg As Per Standard Design: 150 X 100 Mm Size P Type With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Constructing Brick Masonry Manhole In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand ) With Reinforced Cement Concrete Top Slab With 1:1.5:3 Mix (1 Cement : 1.5 Coarse Sand (Zone-Iii) : 3 Graded Stone Aggregate 20 Mm Nominal Size), Foundation Concrete 1:4:8 Mix (1 Cement : 4 Coarse Sand (Zone-Iii) : 8 Graded Stone Aggregate 40 Mm Nominal Size), Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Finished With Floating Coat Of Neat Cement And Making Channels In Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20 Mm Nominal Size) Finished With A Floating Coat Of Neat Cement Complete As Per Standard Design : Inside Size 90X80 Cm And 45 Cm Deep Including C.I. Cover With Frame (Light Duty) 455X610 Mm Internal Dimensions, Total Weight Of Cover And Frame To Be Not Less Than 38 Kg (Weight Of Cover 23 Kg And Weight Of Frame 15 Kg) : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 , Reducing Socket, Bend, Tee, Etc. , Construction Of Septic Tank. (50 Users) Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For , Suspended Floors, Roofs, Landings, Balconies And Access Platform , Vertical And Horizontal Fins Individually Or Forming Box Louvers Band, Facias And Eaves Boards , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : , Cement Plaster Skirting Up To 30 Cm Height, With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand), Finished With A Floating Coat Of Neat Cement. , Retaining Wall Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Up To 15° Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement With 1:1.5:3 (1 Cement : 1.5 Coarse Sand(Zone-Iii) Derived From Natural Sources : 3 Graded Stone Aggregate 20 Mm Nominal Size Derived From Natural Sources). , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For , Walls (Any Thickness) Including Attached Pilasters, Butteresses, Plinth And String Courses Etc , Lintels, Beams, Plinth Beams, Girders, Bressumers And , Half Brick Masonry With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Superstructure Above Plinth Level Up To Floor V Level. , 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.) , Dismentling Existing A-Type Building Demolishing Reinforced Cement Concrete Work Manually/ By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer - In- Charge. , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead : Of Area Beyond 3 Sq. Metres , Dismantling Tile Work In Floors And Roofs Laid In Cement Mortar Including Stacking Material Within 50 Metres Lead. For Thickness Of Tiles Above 25 Mm And Up To 40 Mm , 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 , Dismantling Wood Work In Frames, Trusses, Purlins And Rafters Up To 10 Metres Span And 5 Metres Height Including Stacking The Material Within 50 Metres Lead : Of Sectional Area 40 Square Centimetres And Above , Dismantling Roofing Including Ridges, Hips, Valleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of G.S. Sheet , Dismantling Aluminium/ Gypsum Partitions, Doors, Windows, Fixed Glazing And False Ceiling Including Disposal Of Unserviceable Material And Stacking Of Serviceable Material With In 50 Meters Lead As Directed By Engineer-In-Charge. , Boundary Wall With Fencing). Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) /Manual Means In Foundation Trenches Or Drains (Not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. , Dry Brick Pitching Half Brick Thick In Drains Including Supply Of Bricks And Preparing The Surface Complete : , Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level : , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Above Plinth Level. , Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement - All Work Up To Plinth Level : , Reinforced Cement Concrete Work In Walls (Any Thickness), Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. Above Plinth Level Up To Floor Five Level, Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement : , Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For , Lintels, Beams, Plinth Beams, Girders, Bressumers And , Columns, Pillars, Piers, Abutments, Posts And Struts , Brick Work With Common Burnt Clay Modular Bricks Of Class Designation 7.5 In Foundation And Plinth In : , 15 Mm Cement Plaster On The Rough Side Of Single Or Half Brick Wall Of Mix : , 20 Mm Cement Plaster Of Mix : , Providing And Applying White Cement Based Putty Of Average Thickness 1 Mm, Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface : Water Thinnable Cement Primer , Finishing Walls With 100% Premium Acrylic Emulsion Paint Having Voc Less Than 50 Gm/Litre And Uv Resistance As Per Is 15489:2004, Alkali & Fungal Resistance, Dirt Resistance Exterior Paint Of Required Shade (Company Depot Tinted) With Silicon Additives. , Fencing With Reinforced Cement Concrete Post Placed At Required Distance, Embedded In Cement Concrete Blocks, Every 15Th Post, Last But One End Post And Corner Post Shall Be Strutted On Both Sides And End Post One Side Only, Provided With Horizontal Lines And Two Diagonals Of Barbed Wire Weighing 9.38 Kg Per 100 Metres (Minimum), Between The Two Posts Fitted And Fixed With G.I. Staples On Wooden Plugs Or G.I. Binding Wire Tied To 6 Mm Bar Nibs Fixed While Casting The Post (Cost Of Reinforced Cement Concrete Posts, Struts, Earth Work And Concrete To Be Paid For Separately) :- Payment To Be Made Per Metre Cost Of Total Length Of Barbed Wire Used. , Land Development Excavating, Supplying And Filling Of Local Earth (Including Royalty) By Mechanical Transport Upto A Lead Of 5Km Also Including Ramming And Watering Of The Earth In Layers Not Exceeding 20 Cm In Trenches, Plinth, Sides Of Foundation Etc. Complete. , O.H. Tank Not Found!!! , Solar Street Light Godox S60 Led Focusing Light, Outdoor & Indoor , Gate Pillarlight For Home Outdoor Garden Post Decorative Lamp , Dg Set , Audio Visual Systems Projector (Sony) , Motorised Screen And Accessories (6Ft / 8 Ft) , Digital Podium All-In-One System , Chairman Unit , Delegate Unit , Amplifier 80 Watt , Microphones , Ceiling Mount Speaker ( 6 Watt) , Wire & Lane Cabling For Speaker , Projector & Amplifier Hdmi Wire Connector Wiring Set , Installation, Testing And Commissioning Charges And Configuration Of The System , M.I. 64 -T.V. 4 Nos. @ Rs. 75000/- Per Nos. , Cctv With Motion Sensor And Sound Recorder Including Supplying & Fitting Fixing (Philips Hsp 3800) , Furniture & Fixture Sofa Set A/ Waiting Hall , B/ Executive Guest Room , C/ Suite Room , Executive Table A/ Executive Guest Room , B/ Suite Room , Executive Chair , Bed A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Matress A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Chair A/ Guest Room , B/ Staff Room , C/ Suite Room I)Type-I , Ii)Type-Ii , D/ Security Room , Bed Sheet A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Pillow A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Blanket A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Mosquito Net A/ Guest Room , B/ Staff Room , C/ Suite Room , D/ Security Room , Bath Towel , Hand Towel , Kitchen Utensil A/ Gas Stove , B/ Pressure Cooker , B/ Cookware Set , C/ Dinner Set , D/ Cup Plate Set , E/ Cutlery Set , F/ Mixture Grinder , G/ Electric Kattle , H/ Microwave Oven , I/ Container , Conference Table , Conference Chair (Elentra-112 Steel Frame Fixed Chair)
Contract Date: Jun 16, 2026 Contract Value : ₹ 4.10 Crore
Government Departments No of Bidders 2
Assam View Result →
7.
Petroleum and Natural Gas #11292673 Price Bid
Tender for Piping And Allied Works For Balance Ipr & Epr Of Lupech (J-18) Project At Gujarat Refinery Of Indian Oil Corporation Limited
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 9
Gujarat View Result →
8.
Petroleum and Natural Gas #11280323 Technical Bid
Tender for Standing Order For Execution Of Balance Mechanical, Piping And Painting Works For Grain Based Ethanol Distillary And Other Areas At Hbl Projects - Lauriya, West Ch Aran, Bihar
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Bihar View Result →
9.
Housing Urban and Rular Development #11267128 Technical Bid
Tender for Supply Installation Testing And Commissioning Of Different Capacities Of Ac With Stabalizers (Makes Pwd Approved) In Vvip And Vip Bunglows And Kothies Under The Jurisdiction Of Projects Division-Iii Jammu For The Financial Year 2026-27 , Supply, Installation , Commissioning And Testing Of Window Type Air Conditioner (Non Inverter Cooling Only) Having Star Rating 3 Star Capable Of Delivering Cooling At Ambient Temp Of 50 Deg C,With 100% Copper Heat Exchanger ,Rotary Compressor & R32 Eco Friendly Refrigerant ,4 Way Air Flow With Room Temp . Display Of The Following Capacities. 1.5 Ton With Cooling Capacity Of 5.0 Kw , Supply, Installation , Commissioning And Testing Of Split Type Air Conditioning Unit Inverter Type Cooling Only, Star Rating 3, (Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display),Capable Of Delivering Cooling At A Ambient Temp Of 52Deg C, With Dew Clean Technology, Swing Compressor, Stablizer Inside ( 130 V To 285 V) Operation , Automatic Error Code Display, Air Filteration Of 2.5Pm, Cooling Capacity At 43 Degc Is 100%, (Warranty- Compressor-10 Years, Pcb-5 Year,Total System Warray-1 Year),3D Air Flow With Interconnecting Copper Pipe Of 3 Metres & Control Cable Of 3 Metres Of The Following Capacities. 1.0 Ton With Cooling Capacity Of 3.52 Kw , 1.5 Ton With Cooling Capacity Of 5.0 Kw , 1.8/2 Ton With Cooling Capacity Of 6.0 Kw , Supply, Installtion , Commissioning And Testing Of Hot & Cold Split Type Air Conditioning Unit, Inverter Heat Pump Type Heating And Cooling Function Opertation -10Deg C To 54Deg C ( Heating Range: -10 To 24 Deg C, Cooling Range: 20 To 54 Degc) In 3 Star Rating, With Dew Clean Technology (Auto Cleans The Coil Of Inddor Units), Stablizer Inside ( 130 V To 285 V) Operation,(Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display), Power Airflow Duel Flaps,Air Filteration -Pm1.0,Co2 Filteration,Anti Corrosion- Blue Fin Coating Cooling Capacity At 43 Degc Is 100%, Iseer - 4.39 & Above, Air Throw 52 Ft ( 1.5 Ton & 1.8 Ton Machines Only),3D Air Flow,Min Idu Sound Level- 32 (Dba),(Warranty- Compressor-10 Years,Pcb-5 Year,Total System Warray-1 Year) With Interconnecting Copper Pipe Of 3 Metres, Control Cable Of Three Metres Of The Following Capacities. 1.0 Ton With Cooling Capacity Of 3.52Kw Cooling/Heating , 1.5 Ton With Cooling Capacity Of 5.0Kw Cooling/Heating , 1.8/2 Ton With Cooling Capacity Of 6.0Kw Cooling/Heating , Supply, Installtion , Commissioning And Testing Of Split Type Air Conditioning Unit Inverter Type Cooling Only, Star Rating 5, Delivering Cooling At A Ambient Temp Of 54Deg C, With Dew Clean Technology, Swing Rortary Compressor, Iseer-5.2,(Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display),Stablizer Inside ( 130 V To 285 V) Operation, Air Filteration Of 2.5Pm 3D & Active Carbon, Air Flow Alongwith Interconnecting Copper Pipe Of Three Metrs ,Anti Corrosion- Blue Fin Coating.Min Idu Sound Level- 32 (Dba),Cooling Capacity At 46 Degc Is 100%, Control Cable 3Mts Of The Following Capacities.(Warranty- Compressor-10 Years,Pcb-5 Year,Total System Warranty-1 Year). 1.0 Ton With Cooling Capacity Of 3.52 Kw , 1.5 Ton With Cooling Capacity Of 5.28 Kw , 1.8/2 Ton With Cooling Capacity Of 6.2 Kw , Supply, Installation , Commissioning And Testing Of Hot & Cold Split Type Air Conditioning Unit Inverter Heat Pump Type Heating And Cooling Function Opertation -15 Deg C To 54Deg C (Heating Range: -15 To 24 Degc, Cooling Range: 10 To 54C Deg) In 5 Star Rating, With Dew Clean Technology, (Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display), Iseer-5.2, Stablizer Inside ( 130 V To 285 V) Operation,Triple Display Air Filteration Of 2.5Pm, 3D Air Flow With Interconnecting Copper Pipe Of 3 Metres, Cooling Capacity At 46 Degc Is 100%, Control Cable Of Three Metres Of The Following Capacities. 1.5 Ton With Cooling Capacity Of 5 Kw , Supply, Installation , Commissioning And Testing Of Wall Hanging / Mounting Cooper Wound Voltage Stablizers Designed At Input Voltage Range Of 90 V To 270 V And Output Range Of 220 + 10% Compatible Of Working With Different Capacity Of Ac Units Of The Following Capacities. 4Kva , Supply And Installation Of Wall Stand / Floor Stand Duly Power Coated For The Split Outdoor Unit , Supply And Installation Of Copper Piping Along With Insulation And Suitable Size Control Copper Cable Between Indoor & Outdoor , Supply And Installation Of Electric Wire 4 Core 2.5 Mmsq , Drain Pipe 1 For Condensate Water From The Indoor To Water Outlet Point. , Dismentling Of Existing Old Acs , Errection Of Old / Dismentalled Split Ac Complete Job
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
Tamil Nadu View Result →
11.
Housing Urban and Rular Development #11191256 Technical Bid
Tender for Supply Installation Testing And Commissioning Of Different Capacities Of Ac With Stabalizers (Makes Pwd Approved) In Vvip And Vip Bunglows And Kothies Under The Jurisdiction Of Projects Division-Iii Jammu For The Financial Year 2026-27. Cno- 20 P , Ac And Stabilizer , Supply, Installation , Commissioning And Testing Of Window Type Air Conditioner (Non Inverter Cooling Only) Having Star Rating 3 Star Capable Of Delivering Cooling At Ambient Temp Of 50 Deg C,With 100% Copper Heat Exchanger ,Rotary Compressor & R32 Eco Friendly Refrigerant ,4 Way Air Flow With Room Temp . Display Of The Following Capacities. 1.5 Ton With Cooling Capacity Of 5.0 Kw , Supply, Installation , Commissioning And Testing Of Split Type Air Conditioning Unit Inverter Type Cooling Only, Star Rating 3, (Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display),Capable Of Delivering Cooling At A Ambient Temp Of 52Deg C, With Dew Clean Technology, Swing Compressor, Stablizer Inside ( 130 V To 285 V) Operation , Automatic Error Code Display, Air Filteration Of 2.5Pm, Cooling Capacity At 43 Degc Is 100%, (Warranty- Compressor-10 Years, Pcb-5 Year,Total System Warray-1 Year),3D Air Flow With Interconnecting Copper Pipe Of 3 Metres & Control Cable Of 3 Metres Of The Following Capacities. 1.0 Ton With Cooling Capacity Of 3.52 Kw , 1.5 Ton With Cooling Capacity Of 5.0 Kw , 1.8/2 Ton With Cooling Capacity Of 6.0 Kw , Supply, Installtion , Commissioning And Testing Of Hot & Cold Split Type Air Conditioning Unit, Inverter Heat Pump Type Heating And Cooling Function Opertation -10Deg C To 54Deg C ( Heating Range: -10 To 24 Deg C, Cooling Range: 20 To 54 Degc) In 3 Star Rating, With Dew Clean Technology (Auto Cleans The Coil Of Inddor Units), Stablizer Inside ( 130 V To 285 V) Operation,(Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display), Power Airflow Duel Flaps,Air Filteration -Pm1.0,Co2 Filteration,Anti Corrosion- Blue Fin Coating Cooling Capacity At 43 Degc Is 100%, Iseer - 4.39 & Above, Air Throw 52 Ft ( 1.5 Ton & 1.8 Ton Machines Only),3D Air Flow,Min Idu Sound Level- 32 (Dba),(Warranty- Compressor-10 Years,Pcb-5 Year,Total System Warray-1 Year) With Interconnecting Copper Pipe Of 3 Metres, Control Cable Of Three Metres Of The Following Capacities. 1.0 Ton With Cooling Capacity Of 3.52Kw Cooling/Heating , 1.5 Ton With Cooling Capacity Of 5.0Kw Cooling/Heating , 1.8/2 Ton With Cooling Capacity Of 6.0Kw Cooling/Heating , Supply, Installtion , Commissioning And Testing Of Split Type Air Conditioning Unit Inverter Type Cooling Only, Star Rating 5, Delivering Cooling At A Ambient Temp Of 54Deg C, With Dew Clean Technology, Swing Rortary Compressor, Iseer-5.2,(Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display),Stablizer Inside ( 130 V To 285 V) Operation, Air Filteration Of 2.5Pm 3D & Active Carbon, Air Flow Alongwith Interconnecting Copper Pipe Of Three Metrs ,Anti Corrosion- Blue Fin Coating.Min Idu Sound Level- 32 (Dba),Cooling Capacity At 46 Degc Is 100%, Control Cable 3Mts Of The Following Capacities.(Warranty- Compressor-10 Years,Pcb-5 Year,Total System Warranty-1 Year). 1.0 Ton With Cooling Capacity Of 3.52 Kw , 1.5 Ton With Cooling Capacity Of 5.28 Kw , 1.8/2 Ton With Cooling Capacity Of 6.2 Kw , Supply, Installation , Commissioning And Testing Of Hot & Cold Split Type Air Conditioning Unit Inverter Heat Pump Type Heating And Cooling Function Opertation -15 Deg C To 54Deg C (Heating Range: -15 To 24 Degc, Cooling Range: 10 To 54C Deg) In 5 Star Rating, With Dew Clean Technology, (Triple Display-Power Consumption Display In %,Automatic Error Code Display & Set/Room Temperature Display), Iseer-5.2, Stablizer Inside ( 130 V To 285 V) Operation,Triple Display Air Filteration Of 2.5Pm, 3D Air Flow With Interconnecting Copper Pipe Of 3 Metres, Cooling Capacity At 46 Degc Is 100%, Control Cable Of Three Metres Of The Following Capacities. 1.5 Ton With Cooling Capacity Of 5 Kw , Supply, Installation , Commissioning And Testing Of Wall Hanging / Mounting Cooper Wound Voltage Stablizers Designed At Input Voltage Range Of 90 V To 270 V And Output Range Of 220 + 10% Compatible Of Working With Different Capacity Of Ac Units Of The Following Capacities. 4Kva , Supply And Installation Of Wall Stand / Floor Stand Duly Power Coated For The Split Outdoor Unit , Supply And Installation Of Copper Piping Along With Insulation And Suitable Size Control Copper Cable Between Indoor & Outdoor , Supply And Installation Of Electric Wire 4 Core 2.5 Mmsq , Drain Pipe 1 For Condensate Water From The Indoor To Water Outlet Point. , Dismentling Of Existing Old Acs , Errection Of Old / Dismentalled Split Ac Complete Job
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Jammu And Kashmir View Result →
Tamil Nadu View Result →
Telangana View Result →
Telangana View Result →
15.
Petroleum and Natural Gas #11149834 AOC
Tender for Execution Of Additional Mechanical, Piping And Miscellaneous Jobs For The Px-Pta Project At Iocl Paradip Refinery.
Contract Date: May 22, 2026 Contract Value : ₹ 8.78 Crore
Boards / Undertakings / PSU No of Bidders 3
Odisha View Result →
16.
Civil Aviation #11142964 AOC
Tender For Supply, Installation, Testing & Commissioning Of 350 Tr Horizontal Twin Screw Type Water-Cooled Chiller: Factory-Assembled Water-Cooled Chiller Unit Consisting Of A Semi-Hermetic Twin Screw Compressor Directly Coupled To An Energy-Efficient Minimum Ie4 Motor, Vfd-Driven With Active Harmonics Filter, Suitable For 3-Phase, 50 Hz Power Supply. The Chiller Shall Be Complete With A Shell And Tube Flooded/Falling Film Evaporator And A Water-Cooled Shell And Tube Condenser. Chiller Evaporator And Condenser Shall Have Even Pass Connections To Suit The Existing Plant Room Layout. Refrigerant Used Shall Be R-513A/R-134A, Factory Charged With Refrigerant And Oil. The Unit Shall Be Mounted On A Rigid, Fabricated Steel Frame With Anti-Vibration Isolators And An Inertia Base Suitable For Indoor Installation. The Chiller Shall Have A Maximum Sound Level Of 85 Db(A) Measured At A Distance Of 1 Meter From The Unit Under All Operating Conditions. Chiller Evaporator And Condenser Shall Be Asme Certified And U-Stamped. The Chiller Shall Be Complete With Flow Switches, Temperature Sensors, Internal Refrigerant Piping, Power And Control Wiring, And 38 Mm Thick Nitrile Rubber Insulation. The Control System Shall Be Microprocessor-Based With Lcd/Touchscreen Hmi, Supporting Full Automation, Real-Time Monitoring, Diagnostics, Alarm History And Data Logging. The Chiller Shall Support Native Bacnet/Ip Communication Protocol For Seamless Integration With The Building Management System. The Unit Shall Include All Required Safety Protections Such As High And Low Pressure Cut-Outs, Anti-Freeze Protection, Oil Pressure Monitoring, Motor Current Protection, Overload Protection, Single-Phase Preventer, Phase Reversal Protection, Earth Fault Trip And Vfd Protections. Design Conditions Shall Be: Chilled Water Inlet 55°F, Chilled Water Outlet 45°F, And Condenser Water Inlet 90°F And Condenser Water Outlet 100°F. Performance Requirements Shall Be 350 Tr Capacity With A Chilled Water Flow Rate Of 840 Gpm And A Condenser Water Flow Rate Of 1050 Gpm. At Ahri 550/590 Standard Rating Conditions, The Chiller Shall Have A Cop ≥ 6.2 (≤ 0.567 Kw/Tr) And An Iplv ≥ 8.1 (≤ 0.434 Kw/Tr). The Iseer Shall Be ≥ 7.9, Meeting Bee 4 Star Rating Or Above. At The Specified Project Design Conditions, The Chiller Shall Have A Cop ≥ 5.2 (≤ 0.676 Kw/Tr) And An Nplv ≥ 5.8 (≤ 0.606 Kw/Tr). Fouling Factors Shall Be 0.0005 Ft²·°F·Hr/Btu For The Evaporator And 0.001 Ft²·°F·Hr/Btu For The Condenser. The Chiller Shall Be Ahri Certified In Accordance With Ahri Standard 550/590 (I-P). All Civil Works Related To Reinforced Cement Concrete Foundation, Vibration Isolators, Grouting And Alignment Of The Chiller Shall Be Under The Contractors Scope. All Electrical Works, Including Supply And Installation Of Cable From The Nearest Panel To The Chiller Vfd, Termination, Earthing And Necessary Adapters For Cu/Al Cables, Shall Be Under The Contractors Scope. The Installation Shall Comply With Kerala Electrical Inspectorate Rules And Applicable Statutory Regulations. , Supply Installation Testing And Commissioning Of End Suction Top Discharge Centrifugal Pump-Set For Rated Continuousduty And Efficiency, With Necessary, Y-D Starter Placed Inside The Existing Panel If Possible, Power & Control Cabling From Starter Panel To Equipment Along With On/Off Push Button For Local Isolation As Per Ksei Regulation, Suitable Adapter Box If Required And Earthing Of Pump, Power Cable, Bronze Impeller, Common Base Frame & Necessary, Motor, Coupling, Inertial Bases (Pedestal), Andvibration Isolators, Mechanical Seal For Recirculation Of Chilled Water. The Pumpmotor Shall Be Energy Efficient To Ie 3, Be Suitable For 415 + 10% Volts, 50 Cycles, 3 Phase, Tefc & Class F Insulation. Pump Set Shall Be Complete In All Respects As Required By The Standard Specification And Shall Suit The Following Minimum Capacities: Primary Water Pump Set Of Capacity 840 Gpm At 18M Of Wg Head , Supply Installation Testing And Commissioning Of Horizontal Split Case Centrifugal Pump-Set For Rated Continuous Duty And Efficiency, Complete With Supply And Installation Of Vfd, Along With On/Off Push Button For Local Isolation As Per Ksei Regulation Earthing, Along With Required Control Cabling, Motor, Bronze Impeller, Common Base Frame, Coupling, Inertia Bases And Vibration Isolators, Earthing Of Pump, Power Cable, And Mechanical Seal For Recirculation Of Chilled Water. The Pump Motor Shall Be Energy Efficient To Ie 3, Be Suitable For 415 + 10% Volts, 50 Cycles, 3 Phase, Tefc & Class F Insulation. Motor Speed Not To Exceed 1450 Rpm/2900Rpm. Pump Set Shall Be Complete In All Respects As Per The Technical Specifications And Shall Suit The Following Capacities: Secondary Water Pump Set Of Capacity 900 Gpm At 50 M Of Wg Head Note: Existing Power Cable From Vfd To The Pump Can Be Used , Supply Installation Testing And Commissioning Of Horizontal Split Case Centrifugal Pump-Set For Rated Continuous Duty And Efficiency, With Necessary Y-D Starter Placed Inside The Existing Panel If Possible, Power & Control Cabling From Starter Panel To Equipment Along With On/Off Push Button For Local Isolation As Per Ksei Regulation, Suitable Adapter Box If Required, Earthing Of Pump, Power Cable, And Bronze Impeller, Common Base Frame & Necessary, Motor Coupling, Inertia Bases And Vibration Isolators, Mechanical Seal For Recirculation Of Chilled Water. The Pump Motor Shall Be Energy Efficient To Ie 3, Be Suitable For 415 + 10% Volts, 50 Cycles, 3 Phase, Tefc & Class F Insulation. Pump Set Shall Be Complete In All Respects As Per The Technical Specifications And Shall Suit The Following Capacities- Condenser Water Pump Set Of Capacity 1050 Gpm At 30 M Of Wg Head , Supply Installation Testing And Commissioning Of Frp Vertical Induced Draft Counter/Cross Flow Type Single Cell Cooling Towers (Cti Certified) Complete With Frp Basin, Frp Body, Vfd Compatible Ip55 Motor Fan, Motor Shall Be Min Ie3, Tefc And Class F Insulation, Fill Media, Distribution Basin Pipe Connections, With Drift Eliminator, Ladder, Supply And Installation Of Y-D Starter In The Existing Panel, Suitably Rated Cabling From Starter Panel To Cooling Tower Along With On/Off Push Button For Local Isolation As Per Ksei Regulation, All Nuts And Bolts Of Ss316, Plain Cement Concrete /Rcc Foundation As Required Etc. And The Equipment Shall Be Compatible Withbacnet/ Ip Complete In All Respects As Per The Technical Specifications. The Noise Level From The Cooling Tower Shall Be Less Than 68 Db(A) At A 10-Meter Distance From The Air Inlet Side Of The Cooling Tower. Delta T - 10 °F Approach Less Than- 5 °F Fan Efficiency Less Than - 0.35Kw/L/S Wet Bulb Temperature- 83 Deg F Water Flow Rate-1050 Usgpm , Supply, Installation, Testing And Commissioning Of Condenser Water Piping Of 250 Mm Dia Pipes Of Minimum 1.2Mm Thickness Frp Coated Ms C Class Heavy Duty Pipes Laid Between Cooling Tower Pumps ,Condenser Shells And Cooling Tower Complete With All Fittings And Accessories Like Bends, Tees, Reducers, Supports, Clamps, Etc, Pipes Shall Be Applied With Bituminous Primer And Painted To Colour Codes. The Item Shall Be Complete In All Respects As Per Technical Specifications. Note : The Pipes Size Above 150Mm Shall Be Welded Black Steel Pipe Heavy Class As Per Is: 3589, From A Minimum 6.35Mm Thick M.S. Sheet For Pipes Upto 350 Mm Dia. , Supply, Installation, Testing And Commissioning Of 200Mm Dia Pipes, 50Mm Puf Insulation With Hdpe Jacket Of 2Mm Thickness Factory Fabricated, Of Ms C Class Heavy Duty Pipes Complete With All Fittings And Accessories Like Bends, Tees, Reducers, Expansion Joints, Rubber Support Inserts, Clamps, Insulated With 50 Mm Thick Puf Insulation Of 36 Kg/M3 Density Confirming To Standard Specification And Repairing Of Damage To Building Etc. The Item Shall Be Complete In All Respects As Per The Technical Specifications , Supply Installation Testing And Commissioning Of 250 Mm Dia Ci Wafer/Lug Type Butterfly Valves In Condenser Water Lines, Complete In All Respects As Per Technical Specifications. The Material Of Butterfly Valves Shall Be As Body- Cast Iron, Disc- Cast Bronze Or Stainless Steel, Seat-Epdm Rubber, O-Ring-Epdm. All Butterfly Valves Shall Be Designed, Manufactured, And Tested Strictly In Accordance With Is 13095:2020 - Butterfly Valves For General Purposes. , Supply Installation Testing And Commissioning Of 200 Mm Dia Ci Wafer/Lug Type Butterfly Valves In Condenser Water Lines, Complete In All Respects As Per Technical Specifications. The Material Of Butterfly Valves Shall Be As Body- Cast Iron, Disc- Cast Bronze Or Stainless Steel, Seat-Epdm Rubber, O-Ring- Epdm. All Butterfly Valves Shall Be Designed, Manufactured, And Tested Strictly In Accordance With Is 13095:2020 - Butterfly Valves For General Purposes. , Supply Installation Testing And Commissioning Of 250 Mm Epdm Rubber Flexible Connectors (Expansion Bellows) In Condenser Water Lines, Complete In All Respects As Per Technical Specifications , Supply Installation Testing And Commissioning Of 200 Mm Epdm Rubber Flexible Connectors (Expansion Bellows) In Chilled Water Lines, Complete In All Respects As Per Technical Specifications , Supply Installation Testing And Commissioning Of 250 Mm Dia Ci Dual Plate, Wafer-Type, Spring-Loaded Non-Return Valves In Condenser Water Lines. Complete In All Respects As Per The Technical Specifications. The Valve Shall Be Of Bronze Or Gun Metal, The Body Being Of Cast Iron; Flanged Ends Shall Be Provided. , Supply Installation Testing And Commissioning Of 200 Mm Dia Ci Dual Plate, Wafer-Type, Spring-Loaded Non-Return Valves In Condenser Water Lines. Complete In All Respects As Per The Technical Specifications. The Valve Shall Be Of Bronze Or Gun Metal, The Body Being Of Cast Iron; Flanged Ends Shall Be Provided. , Supply Installation Testing And Commissioning Of 250 Mm Dia Y-Strainer Cast Iron Body, And Ss 304 Strainer In Condenser Water Piping, Complete In All Respects As Per Technical Specifications , Supply Installation Testing And Commissioning Of 200 Mm Dia Y-Strainer Cast Iron Body, And Ss 304 Strainer In Chilled Water Lines, Duly Insulated In The Same Manner And Same Thickness As Chilled Water Piping, Complete In All Respects As Per Technical Specifications , Supply Installation Testing And Commissioning Of 200 Mm Dia Manual Double Regulating Balancing Valve (Drv), Flanged Pn16 Construction, Cast Iron Body With Epdm-Coated Sg Iron Disc. Valve Shall Include Built-In Pressure Test Cocks With Extended Lengths For Insulation. Balancing Valves In Chilled Water Lines, Duly Insulated In The Same Manner And Same Thickness As Chilled Water Piping, Complete In All Respects As Per Technical Specifications. , Supply Installation Testing And Commissioning Of Bourdon Type Pressure Gauge, 100Mm Dial, Glycerine Filled. Case Made Of Ss 304. Range: 0-10 Bar. Complete With Ss 316 U Type Siphon And A Heavy-Duty Forged Brass/Ss Service Cock , Supply Installation Testing And Commissioning Of Stem-Type Thermometers Complete In All Respects As Per Technical Specifications. , Dismantling And Buyback , Dismantling And Buyback Of 200Tr Chiller (Including Concrete Pedestals) , Dismantling And Buyback Of 100Tr Chiller (Including Concrete Pedestals) , Dismantling And Buyback Of 200Tr Cooling Towers (Including Concrete Pedestals) , Dismantling And Buyback Of 100 Tr Cooling Towers (Including Concrete Pedestals) , Dismantling And Buyback Of Primary Pumps (Including Concrete Pedestals) , Dismantling And Buyback Of Secondary Pumps (Including Concrete Pedestals) , Dismantling And Buyback Of Condenser Pumps (Including Concrete Pedestals) , Dismantling And Buyback Of Condenser Water Lines , Dismantling And Buyback Of Chilled Water Lines With Insulation , Camc For The Chiller Through Oem Only, 1St Year After 2-Year Dlp , Camc For The Chiller Through Oem Only, 2Nd Year After 2-Year Dlp , Camc For The Chiller Through Oem Only, 3Rd Year After 2-Year Dlp , Camc For The Chiller Through Oem Only, 4Th Year After 2-Year Dlp , Camc For The Chiller Through Oem Only, 5Th Year After 2-Year Dlp , Camc For Equipment Executed Under This Contract, Other Than The Chiller, 1St Year After 2-Year Dlp , Camc For Equipment Executed Under This Contract, Other Than The Chiller,2Nd Year After 2 Year Dlp , Camc For Equipment Executed Under This Contract, Other Than The Chiller, 3Rd Year After 2 Year Dlp , Camc For Equipment Executed Under This Contract, Other Than The Chiller, 4Th Year After 2 Year Dlp , Camc For Equipment Executed Under This Contract, Other Than The Chiller, 5Th Year After 2-Year Dlp
Contract Date: May 22, 2026 Contract Value : ₹ 2.01 Crore
Boards / Undertakings / PSU No of Bidders 2
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17.
Heavy Industries and Public Enterprises #11115453 Technical Bid
Tender for Frp Piping E&C Work At 3 X 660 Mw North Karanpura Stpp Fgd Project, Jharkhand.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Jharkhand View Result →
Gujarat View Result →
19.
Housing Urban and Rular Development #11031235 Technical Bid
Tender For Miscellaneous Civil Works For Lube Modernization And Bottom Upgradation (Lmbu) Project-Sl. No. Item No Description Qty Uom Rate Amount 134 01Gc.7.7 Supply Of All Materials And Construction Of Dry Lean Cement Concrete Sub-Base (7 Days Compressive Strength Of 10.0 Mpa) With 26.5Mm And Down Size Aggregate Including Cement , Water, And Approved Additives On A Prepared Sub-Grade, Mixed In Batching Plant, Transported To Site, For All Leads & Lifts, Laid, Compacted, Finished And Cured Etc. Complete As Per Irc:Sp:49 (Guidelines For The Use Of Dry Lean Concrete As Sub-Base), Drawings, Standards, Specifications And Directions Of Engineer-In-Charge. 300 M³ 5072 1521600 135 01Gc.7.11 Providing Joints In Pavements And Around Foundations As Per Standard/ Drawing Including Cleaning The Joints Of All Loose Materials And Sealing With Polysulphide Base Joint Sealant Of Approved Make Conforming To Bs:5212, Including Applying 2 Coats Of Approved Primer Compatible With The Brand Of Polysulphide Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge For. 136 01Gc.7.11.1 Construction Joints 20Mm Wide X 25Mm Deep. 10 M 200 2000 137 01Gc.7.11.2 Sealing Joint Around Pedestal And Column Etc. 20Mm Wide X 200 Mm Deep Including Filling With 20Mm Thick Impregnated Fire Board For The Full Depth Of Slab Except For 25Mm Depth From Top And Sealing The Top 25Mm With Polysulphide Base Joint Sealant Of Approved Make Conforming To Bs:5212, Including Applying 2 Coats Of Approved Primer Compatible With The Brand Of Polysulphide Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge. 60 M 320 19200 138 01Gc.7.11.6 Sealing Joint Around Precast Cover Etc. 10Mm Wide And For Full Depth Of Slab (Upto And Inclusive Of 300 Mm) Including Filling With Clean Sand For The Full Depth Of Slab Except For 10Mm Depth From Top And Sealing The Top 10Mm With Polysulphide Base Joint Sealant Of Approved Make Conforming To Bs:5212, Including Applying 2 Coats Of Approved Primer Compatible With The Brand Of Polysulphide Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge For. 100 M 540 54000 139 01Gc.8 Flexible Pavements Wearing Course And Miscellaneous Road Works 140 01Gc.8.4 Providing And Laying 30Mm Thick Bituminous Concrete As Per Section 507 Of Morth Specification Of Road & Bridge Works Including Design Mix, Trials, Heating Bitumen, Mixing Aggregates, Grit, Laying To Proper Grade And Camper Including Preparation Of Surface, Filling Pot Holes, Rolling To Proper Grade And Camber, Finishing And Clearing Of Surfaces, Spraying Tack Coat Of Bitumen, Etc. Complete All As Per Drawings, Specifications And Directions Of Engineer- In-Charge For Following Bitumen Grade:- 141 01Gc.8.4.3 Vg-30 500 M² 530 265000 142 01Gc.8.8 Providing And Laying Of Dense Bituminous Macadam Of The Of 60Mm Compacted Thickness As Per Section 505 Of Morth Specification Of Road & Bridge Works, Including Supply Of All Material, Preparation Of Underlying Course, Application Of Prime Coat Over Underlying Non Bituminous Coarse, Preparation Of Premix, Spreading, Rolling Etc. Complete As Per Drawings, Specifications And Directions Of Engineer -In-Charge. 500 M² 670 335000 143 01Gc.9 Rcc Pipe Culverts & Electrical Road Crossings Etc. 144 01Gc.9.1 Supplying And Laying In Position Rcc Pipes With Collars Conforming To Is:458 For Pipe Culverts, Cable Crossings Etc. Including Cutting The Pipe If Necessary, Lowering, Laying In Position To Proper Levels, Slopes Etc. Caulking The Joints With Spun Yarn Soaked In Neat Cement Slurry And Finishing With Cement Mortar 1:2 (1 Cement : 2 Sand) Curing Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. For Following Class And Internal Pipe Dia (Mm) Page 20 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 145 01Gc.9.1.1V4 Pipe Class Np3 Internal Pipe Dia. 500 Mm 150 M 2800 420000 146 01Gc.9.2 Supplying And Laying In Position Pvc Pipes Conforming To Is:4985 Class - I For Cable Crossings, Including Cutting The Pipe If Necessary, Lowering, Laying In Position To Proper Levels, Slopes ,Providing Proper Jointing As Per Code Requirements Or Manufacturers Recommendations, Sealing The Open Ends Of Pipes With Removable Type Pvc Cap (Sealing Cap Will Be Paid Separately Under Relevant Items)Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. For Following Nominal Outside Pipe Dia (Mm) 147 01Gc.9.2.1V3 Pipe Class 1 Nominal Outside Pipe Dia. 160 Mm 150 M 650 97500 148 01Gc.9.3 Supplying And Fixing In The Encasement Concrete, Cable Crossing Indicator, Made Out Of 6Mm Thick Ms Circular Of Dia. 150Mm Welded To 16Mm Dia. Ms Rod Of Approximately 1.0M Length, Painted With 2 Coats Of Approved Enamel Paint Over A Coat Of Red Oxide Primer Etc. Complete. (All Materials In ContractorS Scope Of Supply). 22 Each 710 15620 149 01Gc.15 Misc. Civil And Structural Works For U/G Piping And Other Civil Works 150 01Gc.15.1 Providing And Laying Brick Masonry With Locally Available Bricks Of Specified Class (Brick Of Class Lower Than Specified Shall Not Be Accepted) In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) In One Or More Brick Thickness And In Any Shape In Foundation And Plinth For Valve Pits, Drains, Circular/Square Maholes, Wing Walls, Etc. Including Providing Recesses, Openings, Etc. Including Curing, Finishing The Joints Flush Below Ground Level And Raking Out Joints In Plinth With All Labour And Material, Etc. Complete As Per Drawings, Specifications And Direction Of Engineer-In- Charge. For Following Brick Class. 151 01Gc.15.1.2 All Materials Including Cement Supplied By The Contractor And Following Brick Class 152 01Gc.15.1.2.1V1 Brick Class 5 10 M³ 10920 109200 153 01Gc.15.6 Supplying And Fixing In Position Medium/ Heavy Duty Ci Manhole Frame With Lugs And Cover Conforming To Is-1726 Including Breaking Of Brick Masonry Or Concrete Surface To Receive Frame With Lugs And Making Good The Same With Cm 1:3 Including Applying Two Coats Of Anticorrosive Paint Inclusive Of All Labours And Materials Etc. Complete 154 01Gc.15.6.1 Circular Size 500 Mm Dia. Medium Duty Of Grade Md-10 2 Each 9520 19040 155 01Gc.15.6.2 Circular Size 560 Mm Dia. Heavy Duty Of Grade Hd-20 2 Each 15207 30414 156 01Gc.15.8 Providing Cement Mortar Grouting On Brick Masonry / Rcc Wall For Filling Free Space Between Pipe Body And Masonry Wall/Concrete Wall With 1:2 (1 Cement: 2 Sand) Mortar Including Packing, Consolidating, Curing, Finishing, Etc. Complete As Per Drawings Specifications And Directions Of Engineer-In-Charge. 157 01Gc.15.8.2 All Materials Including Cement Supplied By The Contractor. 0.2 M³ 15054 3010.8 158 01Gc.15.11 Supplying, Fabricating And Fixing In Position In Rcc Or Brick Masonry Walls Ms Rungs Made Out Of 20Mm Dia. Reinforcement Bar Of Grade Fe500 Tmt Bar Conforming To Is: 1786 .Including Laying Or Welding To Keep In Proper Position Etc. Complete As Per Drawings, Specifications And Instructions Of Engineer-In-Charge. 40 Each 100 4000 159 01Gc.15.12 Supply Of All Materials, Fabrication And Erection In Position, Funnels, Clean Outs, Plugs, Flame Arrester In Vent Pipe, Bird Mesh In Vent Pipe Etc. Including The Cost Of Cutting, Bolting/Welding, Painting With Two Coats Of Chlorinated Rubber Zinc Phosphate Primer @ 40Μ Dft Per Coat And Finish Painting Consisting Of 2 Coats Of Chlorinated Rubber Paint @ 40Μ Dft Per Coat, Etc. Complete As Per Drawings, Specifications And Direction Of Engineer-In-Charge. 100 Kg 190 19000 Page 21 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 160 01Gc.15.15 Providing 13Mm Thick Average Cement Plaster In Cement Mortar 1:6 (1 Cement: 6 Sand) On Brick Walls/Stone Masonry/Pitching Or On Concrete Surfaces For Manholes, Valves Pits, Culverts, Walls, Etc. Including Cleaning And Preparation Of The Surface, Scaffolding, Curing Etc. For All Depths And Heights Complete As Per Drawings Specifications And Direction Of Engineer-In-Charge. All Materials Including Cement Supplied By The Contractor. 50 M² 430 21500 161 01Gc.15.16 Providing 16Mm Thick Average Cement Plaster In Cement Mortar 1:6 (1 Cement: 6 Sand) On Brick Walls/Stone Masonry/Pitching Or On Concrete Surfaces For Manholes, Valves Pits, Culverts, Walls, Etc. Including Cleaning And Preparation Of The Surface, Scaffolding, Curing Etc. For All Depths And Heights Complete As Per Drawings Specifications And Direction Of Engineer-In-Charge. All Materials Including Cement Supplied By The Contractor. 50 M² 500 25000 162 01Gc.26 Miscellaneous Items 163 01Gc.26.1 Laying Of Random Rubble Masonry In Cement Mortar 1:6 (1 Cement: 6 Coarse Sand) In Any Shape And Thickness For Compound Wall, Toe Walls, Drains, Or At Any Other Places As Directed Including Providing Recesses, Openings, Scaffolding, Staging, Raking Out Joints, Curing Etc. By Using Stone Rubble 150Mm To 300Mm Size Available Within Complex Limit, Transportation To Work Site Including Handling, All Leads And Lifts Within Complex Limit, Using At Required Locations, Dressing Of Stones, Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge. 164 01Gc.26.1.3 At All Depths Below And Upto And Inclusive Of Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 9180 45900 165 01Gc.26.1.4 At All Heights Above Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 10872 54360 166 01Gc.26.2 Laying Of Random Rubble Masonry In Cement Mortar 1:6 (1 Cement: 6 Coarse Sand) In Any Shape And Thickness For Compound Wall, Toe Walls, Drains, Or At Any Other Places As Directed Including Providing Recesses, Openings, Scaffolding, Staging, Raking Out Joints, Curing Etc. By Breaking Big Stones/Boulders Available Within Complex Limit To Required Size, Dressing Including Making Required Size Bond, Through Stones, Corner Stones, Quoin Etc. Transportation To Work Site With All Leads And Lifts Within Complex Limit, Handling Etc. And Using At Required Locations All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. 167 01Gc.26.2.3 At All Depths Below And Upto And Inclusive Of Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 6170 30850 168 01Gc.26.2.4 At All Heights Above Plinth Level. (All Materials Including Cement Supplied By Contractor) 5 M³ 7680 38400 169 01Gc.26.18 Supplying & Laying 60Mm Thick Interlocking Paver Blocks For Footpaths And Any Other Place Etc. Including Providing 40 Mm Thick Sand Filling Below Paver Blocks Including Compaction Of Sand Layer, Filling The Joints By Dry Sand, Providing Precast Kerb Stone Of Pcc M 30 At Edges And At Every 6.0M Across The Foot Path, Including Preparation Of Compacted Base/ Sub Base Etc. All Complete As Per Drawing, Standard, Specification And Directions Of Engineer- In-Charge. (All Material Including Cement Supplied By Contractor, Paver Blocks Shall Confirm To Category A As Per Irc Sp63. Colour And Shape Of Paver Block Shall Be As Per Owner Requirement.). 100 M² 990 99000 Page 22 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 170 01Gc.26.27 Supplying & Laying Of Random Rubble Pitching 300Mm Thick In 1:6 Cement Mortar (1 Cement: 6 Coarse Sand) In One Layer For Embankments, Road Side Slopes, Holding Ponds Bunds, Drains, Channels Or At Any Other Place As Directed Including Cost Of Stones, All Royalties & Taxes, Transportation To Site With All Leads And Lifts, Dressing, Preparation Of Sub Grade For Pitching, Flush Pointing In 1:4 Cement Mortar (1 Cement: 4 Sand), Curing Etc. Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. 171 01Gc.26.27.1 On Sloped/Curved Surface (All Materials Including Cement Supplied By Contractor) 100 M³ 5180 518000 172 01Gc.26.27.2 On Horizontal Surface (All Material Including Cement Supplied By Contractor) 50 M³ 5000 250000 173 01Gc.28 Ndt Testing 174 01Gc.28.1 Dye Penetration / Magnetic Particle Test Performing Of Magnetic Particle Test Or Dye Penetration Test Including Supply Of All Necessary Materials, Equipment And Labour For Carrying Out The Work As Per Specs. And Direction Of Engineer-In -Charge 175 01Gc.28.1.1 Dp Test Length(Bw&Sw) 10 Inch 80 800 176 01Gc.28.1.2 Magnetic Particle Test 10 Inch 120 1200 177 01Gc.32 Dismantling Works 178 01Gc.32.2 Removal Of Existing U/G Piping 179 01Gc.32.2.1 Removal Of Existing U/G Piping Including Excavation In All Types Of Soils Except Soft Rock And Hard Rock, Including Supply Of Any Additional Material Required So As To Expose The Pipes For Removal / Dismantling, Taking All Safety Precautions, Supporting Existing U/G Services, Dewatering Of Surface / Sub-Surface Water As Required To Facilitate Dismantling Of Pipes, Cutting Of Pipes In Appropriate Lengths For Transporting Purpose, Removal Of Soft Material From Bottom Of Trench And Compacting, Backfilling With Available Selected Earth Including Re-Excavating The Deposited Soil Excavated Earlier, Breaking Clods, Laying In Thickness Not Exceeding 15Cms, Watering Rolling And Ramming By Manual Methods / Mechanical Compactors To Achieve 90% Laboratory Maximum Dry Density As Per Is:2720 Part Vii Or 85% Relative Density As Per Is:2720 Part Xiv As Applicable, Stacking Of Serviceable / Unserviceable Material, Transporting And Stacking Of All Piping Material To OwnerS Storage Point, Disposal Of Unserviceable Material Anywhere Outside The Complex Etc. , All Complete As Per Directions Of Engineer-In-Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.) 180 01Gc.32.2.1.1 For Cs Piping Dismantling, Thickness <=10 Mm , For Following Nominal Sizes 181 01Gc.32.2.1.1.1 Nb Upto 1.5 Inch 50 Inch Mtr 400 20000 182 01Gc.32.2.1.1.2 Nb 2 Inch - 6 Inch 50 Inch Mtr 400 20000 183 01Gc.32.2.1.1.3 Nb 8 Inch - 14 Inch 50 Inch Mtr 400 20000 184 01Gc.32.2.1.1.4 Nb 16 Inch - 24 Inch 50 Inch Mtr 400 20000 185 01Gc.32.2.1.2 For Cs Piping Dismantling, Thickness > =10Mm And <=20 Mm , For Following Nominal Sizes 186 01Gc.32.2.1.2.4 Nb 38 Inch - 48 Inch 50 Inch Mtr 400 20000 187 01Gc.32.3 Dismantling Of Flexible Road Page 23 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 188 01Gc.32.3.1 Dismantling Of Flexible Road Including Shoulder Consisting Of Wearing Course Of Bituminous Premix Carpet And Bituminous Macadam, Base And Sub Base Course Of Wbm / Wmm, Including Supply Of All Tools And Tackles, Labours, Taking All Necessary Safety Precautions Etc., Segregating Of Serviceable / Unserviceable Material, Stacking Of Serviceable Material Anywhere Within Plant Boundary Limit And Disposal Of The Unserviceable Material Anywhere Outside The Plant Boundary Etc. All Complete For All Levels, Leads As Specified And Directed By Engineer-In- Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.). 10 M³ 620 6200 189 01Gc.32.6 Dismantling/ Removal Of U/G Valves 190 01Gc.32.6.1 Dismantling/ Removal Of Valve Installed In U/G Piping In Pit Including Unbolting, Cutting As Required, Providing Holding/ Pulling Arrangements And Any Other Arrangements Including Providing All Tools And Tackles Required, Taking All Safety Precautions Etc., Complete As Per Specifications Drawings And Direction Of Engineer-In-Charge Including Transportation Of Dismantled Valve, Bolts And Gasket To The OwnerS Storage Point. For Flanged/ Wafer Valves Of Following Nominal Size 191 01Gc.32.6.1.1V1 Nominal Dia 2 Inch 1 Nos 970 970 192 01Gc.32.6.1.1V3 Nominal Dia 6 Inch 1 Nos 2900 2900 193 01Gc.32.6.1.1V4 Nominal Dia 8 Inch 1 Nos 3870 3870 194 01Gc.32.6.1.1V5 Nominal Dia 12 Inch 1 Nos 5810 5810 195 01Gc.32.7 Dismantling Of Chain Link Fence Fabric 196 01Gc.32.7.1 Dismantling Of Existing Chain Link Fence Fabric With Line Wire (Taking All Necessary Safety Precautions) Including Supply Of All Tools & Tackles, Necessary Scaffolding, Consumables, Cutting Of Fixing Hooks/Staples, Making Rolls, Transporting , Stacking At Designated Area/ OwnerS Store Anywhere Within Plant Complex Limit Etc. All Complete For All Levels, Leads As Specified And Directed By Engineer-In- Charge . 10 M² 150 1500 197 01Gc.32.12 Removal Of Existing U/G Rcc Piping Including Excavation In All Types Of Soils Except Soft Rock And Hard Rock, Including Supply Of Any Additional Material Required So As To Expose The Pipes For Removal / Dismantling, Dewatering Of Surface / Sub-Surface Water As Required To Facilitate Dismantling Of Pipes, Cutting Of Pipes In Appropriate Lengths For Transporting Purpose, Removal Of Soft Material From Bottom Of Trench And Compacting, Backfilling With Available Selected Earth Including Re-Excavating The Deposited Soil Excavated Earlier, Breaking Clods, Laying In Thickness Not Exceeding 15Cms, Watering Rolling And Ramming By Manual Methods / Mechanical Compactors To Achieve 90% Laboratory Maximum Dry Density As Per Is:2720 Part Vii Or 85% Relative Density As Per Is:2720 Part Xiv As Applicable, Stacking Of Serviceable / Unserviceable Material, Transporting And Stacking Of All Piping Material To OwnerS Storage Point, Disposal Of Unserviceable Material Anywhere Outside The Complex Etc. , All Complete As Per Directions Of Engineer-In-Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.) For The Following Pipe Diameter Range. 198 01Gc.32.12.1 For Pipe Diameter Ranging From 300Mm To 600 Mm 10 M 1170 11700 199 01Gc.32.12.2 For Pipe Diameter Ranging From 600Mm To 1000 Mm 10 M 1840 18400 200 01Gc.32.12.3 For Pipe Diameter Ranging From 1000Mm To 1400 Mm 10 M 3170 31700 Page 24 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 201 01Gc.32.13 Dismantling Of Random Rubble Pitching Upto 300Mm Thick On Embankments, Road Side Slopes, Ponds Bunds, Drains, Channels Or At Any Other Place, Including Supply Of All Tools And Tackles, Labours, Taking All Necessary Safety Precautions Etc., Segregating Of Serviceable / Unserviceable Material, Stacking Of Serviceable Material Anywhere Within Plant Boundary Limit And Disposal Of The Unserviceable Material Anywhere Outside The Plant Boundary Etc. All Complete For All Levels, Leads As Specified And Directed By Engineer-In- Charge.(Disposal Areas Shall Be Arranged By The Contractor At His Own Cost. The Rate Quoted Shall Include All Royalties, Right-Of-Way Etc. Complete.). 202 01Gc.32.13.1 On Horizontal Surfaces 10 Sqm 715 7150 203 01Gc.32.13.2 On Sloped Surfaces 10 Sqm 790 7900 204 01Gc.41 Supply, Fabrication And Erection Of Piping(Underground) 205 01Gc.41.10 Underground Sewer System - Rcc Pipes 206 01Gc.41.10.1 Supplying And Laying Underground R.C.C. Pipes Sewers With Socket And Spigot Ends Conforming To Is:458 Of Approved Make, To Proper Grade And Alignment, Including Earthwork In Excavation In All Types Of Soil Except Soft And Hard Rock For Pipe Trenches Upto 2.0M Depth Of Excavation, Etc. Including Dewatering, Shoring And Shuttering If Necessary, Dressing Of Sides, Leveling, Grading And Ramming Of Bottoms, Cutting The R.C.C. Pipes To Required Lengths, Lowering The Pipes, Jointing, Including Connecting The Pipes To Manholes And Grouting The Pipe Body With Manhole Wall Using Cement Mortar 1:2 (1 Cement : 2 Sand), Testing, Draining Of Water And Cleaning Of Pipe After Testing, Backfilling The Trenches With Select Material From Available Excavated Soil Including Re Excavating The Deposited Soil Excavated Earlier Breaking Clods And Laying In Layers Of 15Cm Compacted Thickness , Watering And Compacting With Mechanical Means Like Vibro Rammers Etc. To 90% Standard Proctor Density As Per Is:2720 Part-Vii, Making Good The Surface, Including Cutting Of Roads Wherever Required And Making Good The Same, Disposal Of Surplus Earth/ Unserviceable Material To Demarcated Area Anywhere Within The Complex Limit Etc. Complete For All Depths As Per Drawings, Specifications And Instructions Of Engineer-In- Charge.(All Material Shall Be Supplied By Contractor) For Following Pipe Size (Mm) And Class (Pipe Sizes Are All Internal Diameter Of The Pipes) 207 01Gc.41.10.1.1V26 Dia. (Internal) 1200 Mm Pipe Class Np3 50 M 8380 419000 208 01Gc.41.10.2 Extra Overtime No. 01Gc.41.10.1 Above But For Depth Of Excavation Beyond 2.0M 209 01Gc.41.10.2.1 Depth Of Excavation Beyond 2.0M Upto And Inclusive Of 3.0M 50 M 340 17000 210 01Gc.41.10.2.2 Depth Of Excavation Beyond 3.0M Upto And Inclusive Of 4.0M 50 M 380 19000 211 01Gc.41.10.2.3 Depth Of Excavation Beyond 4.0M Upto And Inclusive Of 5.0M 50 M 430 21500 212 01Gc.99 Miscellaneous Items 213 01Gc.99.01 Miscellaneous Page 25 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 214 01Gc.99.01.Ma01 Earthwork In Filling With Available Earth Inside Refinery Premises For All Heights And Depths For Road Embankments, Shoulders Or Area Filling/ Site Grading Or Any Other Place As Directed To Proper Levels, Slopes, Grades And Camber With Selected Earth Available For All Leads Within Complex Limit Including Re-Excavation Of Earth For All Leads And Lifts, Loading, Unloading, Transportation, Filling, Dozing Etc., Clearing And Stripping As Per Specifications, Uprooting Of Vegetation, Roots And Disposal Of The Shrubs, Bushes, Roots Etc., Breaking Clods, Spreading In Layers Not Exceeding 20 Cm Loose Thickness, Watering, Ramming And Compacting With Power Roller To Give At Least 95% Of Max. Laboratory Dry Density As Per Is:2720 Part-Viii, Providing Testing Apparatus And Testing The Degree Of Consolidation, Dressing And Leveling, Etc.Complete As Per Drawings, Specifications And Directions Of Engineer-In- Charge. (Available Soil Will Be Shown To Contractor Inside The Refinery Premises. The Rate Quoted Shall Not Include Any Royalties, Taxes Etc. As The Earth Is To Be Shifted Locally Inside The Refinery) 10000 M³ 250 2500000 215 01Ar Architecture 216 01Ar.8 Roofing 217 01Ar.8.21 Barricading Of Corrugated Gi Sheet Of 0.8Mm Thickness Providing And Fixing Corrugated Gi Sheet Of 0.8Mm Thickness, Minimum 120 Gsm Coating And Conforming To Is : 277 In Barricading Cladding, Corner Piece, Etc. With 8Mm Dia `J Or `L Type Anticorrosive Polymer Coated Gi Hook, Bolts, Nuts And Polymer Cap, Seal And Thrust Washer Including Cutting To Proper Size, Drilling Holes, Mitering, Laps, Finishing, Providing Anticorrosive Protective Coating On Hooks, Nuts, Bolts Etc. And Maintaining The Same During Project Execution. After Completion Of The Retention Period Mentioned Elsewhere In The Bid Document, All Materials Shall Be Dismantled And Taken Away By The Contractor Outside Plant Boundary To The Complete Satisfaction Of Engineer-In-Charge All Complete As Per The Direction Of Engineer-In-Charge. Supply Of All Material In ContractorS Scope. 800 M² 610 488000 218 01Gg Geotech 219 01Gg.300 Ground Improvement 220 01Gg.300.1 Sand Gravel Mix 221 01Gg.300.1.1 Supplying And Filling Sand Gravel Mix (1:1) With Approved Aggregate Below Road, Rcc Pavement, Manholes, Pits, Foundations, Bedding Of Ug Piping Etc. In Layers Of 150 Mm Loose Thickness (Maximum) Including Watering, Ramming, Rolling, Compacting To Achieve 85% Relative Density As Per Is 2720 Part-Xiv, Quarrying, Royalties, Transportation, Handling, Etc. All Complete As Per Drawings, Specifications And Directions Of Engineer-In-Charge. (The Rate Shall Be Inclusive Of The Cost Of All Labour, Material, Equipment Etc. All Complete) 50 Cum 2770 138500 222 01Gg.300.Md1 Weepholes 223 01Gg.300.Md1.1 Supply And Installation Of Pvc Pipe Of 110Mm Diameter For Weep Holes In Rcc Retaining Wall Wrapped In Geotextile Of Type Terram 1000 / Equivalent Including Taxes, Handling, Transportation, Unloading, Storage Etc. All Complete As Per Specification, Drawings And Instructions Of Engineer-In- Charge 100 M 580 58000 224 01Gg.300.Md2 Graded Gravel Page 26 Of 27 Sl. No. Item No Description Qty Uom Rate Amount 225 01Gg.300.Md2.1 Supplying And Placement Of Graded Gravel Of Size 20Mm Down To 9.1Mm For Providing Drainage Layer As Per Drawing For All Depths And Heights Including Cost Of Material, Royalties, Transportation To Site For All Leads And Lifts, Including Loading, Unloading, Spreading In Layers Of Loose Thickness Not Exceeding 150Mm, Watering, Ramming, Compacting With Mechanical Compactors And/Or Other Equipment All Complete As Per Drawings, Specifications And Direction Of Engineer-In-Charge. 70 M³ 1800 126000 226 01Gg.300.3 Geotextile 227 01Gg.300.3.1 Supplying And Laying Of Geotextile Terram 1000 Or Equivalent For Hard Stand, Road, Rcc Pavement, Foundation Etc. As Directed By The Engineer-In-Charge Including Royalties, Taxes, Handling, Transportation, Unloading, Storage, Stretching, Joining, Lapping, Sewing Etc. All Complete As Per Drawing, Manufactures Specification And Direction Of The Engineer-In-Charge. (The Rate Shall Be Inclusive Of Cost Of All Labour, Material, Equipment Etc., All Complete). 40 Sqm 180 7200 228 01Gg.300.4 Boulder Soling 229 01Gg.300.4.1 Supplying And Laying Of Random Rubble Soling Below Hardstand, Road, Rcc Pavement, Foundation Etc. In Layers Of 200 Mm Loose Thickness (Maximum) With Nominal Size Of Stones 100 Mm To 250 Mm, Filling Of Voids With Small Size Stones And Sand, Including Watering, Ramming, Rolling, Compacting, Quarrying, Royalties, Transportation, Handling Etc. All Complete As Per Specifications, Drawing And Directions Of The Engineer-In-Charge. (The Rate Shall Be Inclusive Of Cost Of All Labour, Material,Equipment Etc., All Complete).
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
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21.
Petroleum and Natural Gas #10876632 AOC
Bids Are Invited For Custom Bid For Services - Cpclv25342 Propylene Loading Bay Project Erection Works, And Associated Piping Fabrication & Erection Works At Cpcl, Manali Piping Erection Service Total Quantity :
Contract Date: Ref. Documents Contract Value : ₹ 1.86 Crore
Boards / Undertakings / PSU No of Bidders 3
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22.
Petroleum and Natural Gas #10861219 AOC
Tender for Executing Part Piping And Associated Miscellaneous Work In Avu Of P-25 Project At Panipat Refinery.
Contract Date: Apr 28, 2026 Contract Value : ₹ 16.46 Crore
Boards / Undertakings / PSU No of Bidders 3
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23.
Rural Development #10825658 Price Bid
Detail Project Report Sewage Treatment Plant at Village Noorpur Jharsa, “Designing, construction, erection, testing & commissioning of automatic and PLC Controlled with SCADA 3 MLD Main Pumping Station, construction of 1.00 MLD capacity Sewage Treatment Plant based on Sequential Batch Reactor Technology complete in all respect including effluent channel , approach roads, Landscaping, MCC Panel Room, CCTV Cameras Transformer, DG Set, construction of Sludge sump well & laying of D.I. pipe line from reactor to sludge sump well, Construction of Centrifuge & all other contingent Electrical, Mechanical, Piping & Instrumentation works ,Boundary wall, Staff Quarter, all building works, and all other works contingent thereto including Operation & Maintenance for 12 months during defect liability period after trial run of 3 months and five years thereafter in the campus of 1 MLD STP & complete scope of work as per DNIT at Noorpur Jharsa, District Gurgaon. Under Municipal Corporation Gurugram
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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25.
Heavy Industries and Public Enterprises #10763617 Price Bid
Procurement Of Critical Piping For Dvc Koderma And Ntpc Sipat Projects , Main Steam Piping For Dvc Koderma 2X800 Mw Unit 3 & 4 , Cold Reheat Piping For Dvc Koderma 2X800 Mw Unit 3 & 4 , Hot Reheat Piping For Dvc Koderma 2X800 Mw Unit 3 & 4 , Boiler Feed Discharge Piping For Dvc Koderma 2X800 Mw Unit 3 & 4 , Main Steam Piping For Ntpc Sipat 1X800 Mw , Cold Reheat Piping For Ntpc Sipat 1X800 Mw , Hot Reheat Piping For Ntpc Sipat 1X800 Mw , Boiler Feed Discharge Piping For Ntpc Sipat 1X800 Mw , Pipe For Hp Bypass Fn Assembly For Dvc Koderma 2X800 Mw Unit 3 & 4: Id200x51 Sa335p92, Len = 6000 Mm , Pipe For Aprds Fn Assembly For Dvc Koderma 2X800 Mw Unit 3 & 4: Od219.1X49 Sa335p92, Len = 2000 Mm , Pipe For Bfd Fn Assembly For Dvc Koderma 2X800 Mw Unit 3 & 4: Od660x97 Sa106grc, Len = 4000 , Pipe For Hp Bypass Fn Assembly For Ntpc Sipat 1X800 Mw: Id200x51 Sa335p92, Len = 6000 Mm , Pipe For Aprds Fn Assembly For Ntpc Sipat 1X800 Mw: Od219.1X49 Sa335p92, Len = 2000 Mm , Pipe For Bfd Fn Assembly For Ntpc Sipat 1X800 Mw: Od660x97 Sa106grc, Len = 4000
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 7
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26.
Heavy Industries and Public Enterprises #10746091 Price Bid
Erection of piping, testing, commissioning & maintenance of PAC (Qty – 4 Nos.) in ESP building at 1x660 MW Bhusawal project, U#6, MAHAGENCO, Deep Nagar, Bhusawal, Dist - Jalgaon, Maharashtra-425307
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
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27.
Defence #10702339 Price Bid
Project Job No A/7003/2021-22 For Construction Of Girlst Toilet At B.K. Bhandari School At Barama (Qd-7773) District Baksa Assam Construction Of Girls Toilet At B.K. Bhandari School Barama District Baksa Under Operation Sadbhavana For The Financial Year 2021-22 , Construction Of Girls Toilet , Cement Opc 43 Grade Packed In Hdpe Bag Each 50 Kg W Conforming To Is 8112-1989 (Make Birla Gold/ Ambuja/ Ultratech) , Coarse Sand Fress From Vegetation , Coarse Aggregate 20Mm Graded , Coarse Aggregate 40 Mm Graded , Bricks Sub Class “B” , Hardcore 40-100 Mm , Mild Steel Bars Of Size 12 Mm Dia Culumn To Is 432 (Part 1) 1982 (Make Tata/Sail/Jsw) , Mild Steel Bars Of Size 10 Mm Dia Culumn To Is 432 (Part 1) 1982 (Make Tata/Sail/Jsw) , Mild Steel Bars Of Size 8 Mm Dia Culumn To Is 432 (Part 1) 1982 (Make Tata/Sail/Jsw) , Equipment For Earth Work In Excavation , Earth Filling In Plinth , Wooden Planks For Shuttering 2Ndclass Hard Wood Of Ize 3.0X3.0X0.026M , P.V.C Door With Frame , Steel Roof Truss (Make Tata/Sail/ Jindal/Kalinga) , C.G.I Sheet Roofing (Make Tata/Sail/ Jindal/Kalinga) , M.S Binding Wire Kg @ 100 Kg Tmt Bar , Coconut Coir For Scaffolding , Bamboo (25’) For Scaffolding , Vitrified Floor Tiles (Non Skid) (Somany/Orient/Nitco) (Size 400Mm X 300Mm) , Vitrified Wall Tiles (Non Skid) (Somany/Orient/Nitco) (Size 200Mm X 300Mm) , Acrylic Emulation Paint , (I)Priming Coat (Make : Barger/Nerolac/Asian Paint) , (Ii) Finishing Coat (Make : Barger/Nerolac/Asian Paints) , Ms Nut & Bol Of Length 100Mm Fully Thread Suitable For 10Mm Dia Nuts Incl 2 Nos Of Washers , Nail Various Size , Iwc Of Vitreous Chine Squatting Pan Orissa Pattern Of Size 580Mm X 440Mm, Dark Coloured With ‘P’ Or ‘S’ Tra Make (Parryware Hindware/Cera Incl Connection To Trap And To Flushing Pipe Etc And Incl Provn Of Cement Conc Bedding Complete In All Respect. , Squatting Plate (Make : Parryware/Hindware) , Pvc Pipe 110Mm Dia (Make: Prince/Finolex/Supereme) , Pvc Pipe 75Mm Dia For Vent Pipe (Make : Prince/Finolex/Supreme) , Construction Of Septic Tank , Cement Opc 43 Grade Packed In Hdpe Bag Each 50 Kg W Conforming To Is 8112-1989 (Make Birla Gold/ Ambuja/ Ultratech) , Coarse Sand Fress From Vegetation , Coarse Aggregate 20Mm Graded , Coarse Aggregate 40 Mm Graded , Bricks Sub Class “B” , Hardcore 40-63 Mm , Mild Steel Bars Of Size 10Mm Dia Culumn To Is 432 (Part 1) 1982 (Make Tata/Sail/Jsw) , Mild Steel Bars Of Size 8Mm Dia Culumn To Is 432 (Part 1) 1982 (Make Tata/Sail/Jsw) , Equipment For Earth Work In Excavation , Wooden Planks For Shuttering 2Ndclass Hard Wood Of Ize 3.0X3.0X0.026M , M.S Binding Wire Kg @ 100 Kg Tmt Bar , Coconut Coir For Scaffolding , Bamboo (25’) For Scaffolding , Construction Of Tube Well , Labour For Sinking Tube Well , Maya Hand Pump No 6 For 40Mm Dia Tube Well Ith All Accessories Complete , Piping G.I Pipe (Isi Marked) (50Mm Dia) , G.I Foot Valve With Strainer 50Mm Dia (Heavy Type) , Reducing Socket => Limited
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 3
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28.
Petroleum and Natural Gas #10628208 Price Bid
Piping And Mechanical Works Project Of Ethanol Production From Psa Off Gas Of Hgu ( 76 And 77 Units ) At Panipat Refinery Petrochemicals Complex
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 7
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30.
Drinking Water Supply and Sanitation #10562597 Price Bid
Tender For Water Supply Scheme For Augmentation Of Uwss Kushalgarh District Banswara Including 05 Years Om After 01 Year Of Defect Liability Period Under Amrut 2, Water Supply Scheme for Augmentation of UWSS Kushalgarh, District Banswara including 05 years O&M after 01 year of Defect Liability Period under AMRUT 2.0 Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item andshall not be paid separately. 2 100 mm 3 150 mm 4 200 mm 5 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 6 HDPE PE-100PN-6 7 90 mm 8 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 9 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 10 Providing Household Tap Connection as per technical specification andapproved drawing as per relevant IS code (amended up to date) fromHDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premisesby using PP mechanical Integrated saddle with inbuilt flow controlvalve made out of SS316 designed for 5 LPM discharge at 0.5 barpressure , not exceeding the flow of 7 LPM at 2 bar and acompression elbow, moulded in single piece/ fusion welded(Complete job) including digging out suitable size of pits and trench forlaying service line in all kinds of soil; depositing and refilling of pit &jhiri with watering & ramming /compacting in layers and disposal ofsurplus excavated soil as directed with in a lead of 100 meter ;providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipePE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Threelayered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and aboveground level using PPR-C pipe with standard PPR fittings/ GI pipes inthe premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe linecomplete required for making of service connection complete in allrespect including labour charges . The service line should be laid atleast 45 cm below ground level.Note: Road cut and restoration is not part of this item and paidseparately. 11 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 12 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CCM-30 grade as per specification and direction of Engineer in charge.. 13 Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 14 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 15 3 core 16.0 Sq.mm 16 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade withaluminium conductor Armoured of IS:7098-I/1554-1 approved make in groundas per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thickunder layer of sand, second Class bricks covering, refilling earth, compactionof earth, making necessary connection, testing etc. as required of size. 17 Armoured Cable16.0 Sq. mm 4 core 18 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I.B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance asrequired. 19 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class),Steel tube as per IS:1239 or amended up to date and zinc coating as per IS4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. 20 65 mm dia 21 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 22 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M 23 400 KL 24 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soll fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per 1.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, 55 304 manhole frame and cover and 55 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 25 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 26 150 KL 27 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 28 For OHSR 29 100 mm 30 200 mm 31 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 32 For OHSR 33 200 mm 34 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 35 In All Typeof Soil 36 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming ofbottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required . 37 Ordinary rock 38 Hard rock(blasting prohibited) 39 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CCcutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 40 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 41 Bituminous courses 42 Granular courses 43 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 44 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 45 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 46 Providing, installation, testing and commissioning of Centrifugal Monoblockpump set conforming to IS 9079 , 2 pole motor operating at synchronisedspeed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall besuitable for working at various discharge and head requirements as perscope of work. Pump shall be erected on C.C. foundation / cross channels /RSJ frame block with suitable foundation bolts grouted in C.C. foundationblock etc. complete in all respect as per specification, scope of work anddirection of Engineer in Charge of following power rating, suitable forprescribed duty conditions mentioned in TD. 47 Centrifugal Monoblock Pump set (Single Stage) 48 11.0 KW (15 HP) 49 Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating atsynchronised speed of speed 3000 RPM, with water proof winding. Pumpshall be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and withwater lubricated bearing to accept entire hydraulic thrust. Supply, with cableguard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. Thepump 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 pumpand minimum 6 m submersible copper conductor cable in single / doublerun and 2 pairs of suitable size erection clamp 10 mm thick shall be providedwith each pump etc. complete in all respect as per specification, scope ofwork and direction of Engineer in Charge of following posion : Less than 1.6mm Variation in thickness: Less than 3.2 mm) 50 submersibleMonoblock Pump set (Single Stage) 51 15.0 KW (20.0 HP) 52 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 53 Manually Operated CI Sluice valve of Class PN-1.0 54 100 mm HW 55 200 mm HW 56 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float GuideHBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 57 Class PN 1.0 58 40 mm 59 50 mm 60 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 62 100 mm 63 150 mm 64 200 mm 65 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 66 100 mm dia. 67 150 mm dia. 68 200 mm dia. 69 SITCSTAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated withangleframeincludingotherancillaries(Insulators, AcrylicSheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 70 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S)I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0- 500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2),2NO+2NCAux.Block(2),ThermalOverloadRelay(9-13A)(2),Control MCB6ASP10KACCurve(2),SinglePhasePreventer(2),Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 71 STARDELTASTARTER 15.0KW (20.0HP) : For2motors(1W+ 1S)I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter96*96mm(0-500V)(1),VoltSelectorSwitch(1),Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue-1)(1),ControlMCB6ASP10KACCurve(3) andO/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2),SinglePhasePreventer(2),IndicatingLights(Red-1,Green-1,Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/DTimer(2) 72 Construction of boundary wall of Brick/ stone masonry as per enclosed GAdrawing, scope of work and technical specifications complete work in allrespect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC, 600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall beprovided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 73 Providing and fixing steel, gate, grating and grills made of angles, tees,square bars, flats or black pipe with hold fast and fitting complete as perdesign and drawing including cutting welding and fabrication with primingcoat of red oxide and two coat of enamel paints. 74 Construction of Pump house of RCC framed structure with pump pit in RCCwalls as per scope of work and technical specification complete work in allrespect including electrical works for indoor and outdoor lighting and fans,rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. completeas per direction of Engineer-in-charge. The GA, structure, electrical,sanitary, P&ID, SLD to be prepared by the contractor and submitted todepartment for approval for earth quake zone II. 75 Pump House with Monorail arrangement 76 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 77 For Class-A loading 78 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 79 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 80 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 81 Construction of RCC Air valve chamber for different type of valvesincluding earthwork excavation, 100mm PCC M15 as levelling course,RCC M25 grade for base slab, side wall & cover slab , including cost ofsteel reinforcement , form work, Pre-cast slabs, Plastic encapsulatedCI/MS Foot Rest, MS flats for the support of pre-cast, proper curing ofconcrete work complete in all respect as per specifications andstandard drawings and as per direction of Engineer-in-Charge. 82 Air valve chamber of size0.9m x1m x1.695mfor air valve size-from 50 mm-to-80mm 83 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 84 BFM 200 mm 85 Design, construction, commissioning & testing of Non Mechanical RapidGravity Filter Plant of capacity as under. This work includes constructionof RCC receiving chamber, baffle channel, flocculate, clarifier, collectingchannel, filter beds , operation gallery, clear water chamber, channel,chlorination chamber, Back wash tank, pipe system for carrying rawwater from Pump House to inlet of RGF, clear water from Plant to CWR,De-sludging system including providing pipe system from clarifier ,flocculate & back wash water chamber to existing storage tank, overhead back wash tank, back wash pumps (1W+1S) set with piping system,air blowers (1W+1S) as per design, interconnection of raw water, clearwater, sludge pipes etc. including allied works such for construction,commissioning of system as defined in scope of work, technicalspecifications and provisions of CPHEEO manual at various water supplyschemes 86 Up to 40 KLH capacity 87 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grading - I Material 88 Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion. 89 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 90 Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm 91 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. 92 With Bitumen VG-grade 30 93 Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. 94 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix) 95 Bored cast-in-situ R.C.C. pile with cutting / Drilling for anchoring of pile into rocks wherever firm rocky strata is available, shall be done upto desired depth (minimum 1.50 m) as per drawings, specifications and as directed by Engineer. Bore hole shall be cleaned properly before concreting. No, distinction shall be made for penetration through hard rock or rock socketing with design mix concrete (M-35) using batching plant, transit mixer and concrete pump excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. 96 450mm dia pile 97 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum 98 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. 99 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. 100 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 101 Supporting block of size 2m, 1.2m 102 For height 10m 103 Providing and laying in position specified grade ofcement concrete forall 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 / Design Mix 104 Providing M-30 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 105 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. 106 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 107 Columns, pillars, posts and struts etc. 108 Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 109 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 05 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project 110 1st year 111 2nd year 112 3rd year 113 4th year 114 5th year
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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31.
Heavy Industries and Public Enterprises #10510568 Price Bid
Mechanical Piping & Fabrication Works For Establishment Of Test Facility For Testing Boiler Feed Pumps Of Nuclear Power Projects”.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
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33.
Communications and Information Technology  #10457552 Price Bid
Supply Installation Testing Commissioning And Equipment For Gold Ornament Cluster Supply, Installation, Testing, Commissioning And Trail Run Of Machinery And Equipment For Gold Ornament Cluster Under Mse Cdp Scheme. , Gold Cluster Ornament , Supply And Installation Of Faceting And Milling Machine (Cnc Machine) For Bangles And Wedding Bands Double Head With Variable Speed Control, Computerizes Six Axis System. Specification: Number Of Head Horizontal & Vertical 02. Type Of Main Centre Universal 03. Number Of Axis (5+2) ‘X Longitude, ‘W D-Tilting, ‘Z Vertical For Depth, ‘R 360° Horizontal Rotary For Angular Position & Machining, ‘H Horizontal Spindle, ‘V Vertical Spindle, 04. Travel Of Axis ‘X Longitude 60 Mm, ? Rotating For Job - Continuous Rotary/Index, 2 To 400 Divisions, ‘W Tilting (Semi Rotary) Degree -40° To 90°, 05. Type Of Optional Accessories For Optimum Operation. Optional Accessories Can Be Fitted For Flat And Half Round Bangles And, Bands (Rings) 06 Milling Spindle Speed Horizontal (Servo Motor) Vertical (Hf Ac Built-In Motor With Pneumatic Tool Change Water Cooled Spindle). Min. 1000 Rpm To Max. 9000 Rpm, Min. 10,000 Rpm To Max. 60,000 Rpm ‘? Rotary,07. Spindle Motor Power Vertical, Horizontal, 1.5 Kw, 0.4 Kw,08. Electrical Supply 220V Ac / 50 Hz, 09. Total Required Electrical Load 3 Kva, 10. Air (Pneumatic) Supply Dry And Oil Free Air With 6 Bar / 87 Psi And 4 Cfm /120 Lpm Flow Rate, 11. Dimension (L X W X H) 94 X 97 X 156 Cm. 37 X 38 X 61 Inch.12 Floor Space Required (L X W X H) 155 X 161.5 X 156 Cm. 61 X 63.5 X 61 Inch,13 Net Weight With Standard Accessories 327 Kg Approx., 15 Shipping Dimension With Standard Accessories (L X W X H) Box-1 - 75 X 92 X 120 Cm. 29.5 X 36 X 47 Inch, Box-2 - 119 X 122 X 181 Cm. 47 X 48 X 71 Inch., Box-3 - 32 X 63 X 42 Cm. 12.5 X 25 X 16.5 Inch. To Include Additional Supporting Machine Tools And Materials. Fully Automatic And To Include Software Installation, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Udh - 701 Vekaria Make Or Its Equivalent. , Supply And Installation Of Bangle And Ring Turning Machine Specification: 1.5 To 3 Specification: Bangle Turning Machine (Without Any Accessories)- With Standard Inside Bangle Turning Socket - 1 Pc.- With Standard Outside Bangle Turning Mandrel - 1 Pc.- Bangle Turning Tool Holder - 1 Pc. Bangle Nylon Collets Set- Set Of 33 Inside Turning Collets (Size From 2” To 3”) And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Eagle Industries Or Its Equivalent. , Supply And Installation Of Bangle And Ring Profiling Machine 2 To 3 No.S 17 To No. 49 With Bangle Stretcher /Pep Tools. Specification: Combined Double Head (Horizontal And Vertical) *Simple To Calculate Divisions Up To 120 Parts*Robust Base With Mounting Holes For Hassle Free Operating*Dual Motor (1 For Each Head) (0.17 Hp/ 2800 Rpm)*Spindles (Rpm) - Horizontal – 5600 / Vertical – 6500* Motor 0.25 Hp* Machine Dimension 76X76x82 Cm, Bangle Nylon Collets With 1 Bangle Holder For Diamond Cut Faceting, Ring Nylon Collets With 1 Ring Holder For Diamond Cut Faceting, Ball Attachment, Half Ball Collets Set Of 6, Chain Attachment And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Eagle Industries Model Sku: 16.0701 (Bangle Ring Turning Machine) Or Its Equivalent. , Supply And Installation Of Laser Engraving Machine 12000Mm/Sec, Cooling Systemspecification: Platform - Safety Enclosure, Operating Mode - Mopa Pulse Fiber Laser, Wave Length - 1064 Nm, Pulse Frequency - Upto 2000 Khz, Output Power - 20 Watt Mopa Pulse Fibre Engine, Focusing Optics (Nm) - 100, 163, 254, Cooling Capacity - Fully Air Cooled, Heat Sink, Profile Laser (Optional) - Visible, Red Beam Pilot Laser, Laser Safety Compliance - Fda (Cdrh), Csa, Ce.With High Speed Fiber Laser Marking Technology Marking/Deep Engraving /Cutting On Precious Metals, With Dust / Fumes Collection Unit.Pulse Fiber Laser (Mopa Engines) And Including Cost And Conveyance Of All Material, Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: 3802 Series Laser Marker With Rotary & Laptop Of Laser Star Make From Italy Or Its Equivalent. , Supply And Installation Of Cnc Router Machine With 3D Printer With Supporting Printing Material Specification: Jewelers Engraving 3-4 Axis With Zczb Wax Printer/ Stablizer /Struller/ Chemical /Computer Set /Heater Cleaning Tools/Back Up Ups. Molding Method - Mjp, Molding Size - 294*211*144 Mm, Printing Mode - Xhd:1200*1200*1600 Dpi:16, Dimension Accuracy - + 0.04 Mm/20 Mm, Power Supply - Ac 220-240 V, 50 Hz, 3 Kw, Overall Size - 1415*790*1160 Mm, Overall, Weight - 380 Kg, Package Size - 1700 *1000*1400 Mm, Application Software - 3D Print Data Support Format - .Stl/.Slc, Operation Environment - 18-28 ° C / 30-70 % Humidity And Including Cost And Conveyance Of All Material, Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work. , Supply And Installation Of Digital Weighing Machine - Set Of 10 Machines With Calibration Set Up Specification: Weighing Capacity: 62 G, Resolution: 0.1 Mg, Calibration: External, Display Type: Clear Reverse Backlit Lcd Display, Standard Interface: Rs -232 C Repeatability: 0.1 Mg, Weighing Pan: Ø90 Mm And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: A&D Japan Or Its Equivalent. , Supply And Installation Of Ball Making Machine With Full Set Of Sheet Drawing Of Pipe Making, Soldering, Sheet Striping Machine, Hammering With All Standard Accessories Specification: Power: Single Phase, 220 V, Weight: 158 Kg, Dimensions: 45 X 76 X 106 Cm Suitable For Production Of Small To Large Sized Round, Long Oval, Long Barrel Shaped Balls From Strip Or Tube By Changing Dies, Size: 1.8Mm - 8 Mm, Ac Power 2 Hp Motor, 80-100 Balls Per Minute With Oil Pump, Weight 350Kg, Material Die Steel, Suitable For Production Of Balls Or Other Shapes Chain In Small Dimensions By Changing Dies From 0.60Mm Up To 2.00Mm, Ac Power 1 Hp Motor, 80-100 Links Per Minute With Oil Pump, Weight 300Kg. (Approx), High Grade Die Steel Material. With Separate Sheet Metal Drawing Machine Setup, To Manufacture Hallow And Solid Gold Ball Shapes, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work , Supply And Installation Of Laser Welding Machine 130 Joule Capacity With 150 Joule Cap.Specification: Source Type - Nd: Yag (Flashlamp), Wavelength - 1064 Nm Output Power (Watts) - 60 W /80 W, Maximum Peak Power - 11 Kw, Pulse Frequency - 0.5 - 50 Hz, Beam Diameter - 0.05 - 2.00 Mm, Burst /Speed Welding - Optimized To Energy Values, Max Pulse Energy - 180 J, Pulse Performance Profile Technology - Exclusive Integrated Software, Soft Touch Resonator Technology - Beam Profile Technology (Optional), Supply Circuit - 120 V Or 230 V (+ 10 %)50/60 Hzfunctionality: 1. Automatic Energy Save Mode, 2. Integrated Preventive Maintenance Alerts, 3. Multi Language System Display, 4. 99 Memory Settings, 5. Preprogrammed Application Parameters Ceramic Cavity New Technology, 6. Inbuilt Cooling System Specially Designed For Jewelry Industry, And 7. Less Maintenance And More Efficient Power Supply Technology., And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Workmake/Model: Laser Star Brand Pedistal/Stablizer Or Its Equivalent , Supply Of Gold And Silver Dies Specification: Sizes Starting From 15X1 To 15.3/4X1, Quantity:1200 (Sizes Dais As Per Gold And Silver Dais As Per Sizes) Specification: Dies With Different Sizes And Its Supporting Consumable Materials For Die Punching Machine. 10 Mm (3/8 Inch) Letter & Number Punch Set (0 To 9) & 27 Letters, Type Of Product: Punch, Weight: 995 G, Size: 10 Mm, Material: Carbon Steel, Usage: Professional I.E., On Gold And Silverand Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Eagle Industries / Kravetto Or Its Equivalent , Supply Of Gold And Silver Dies Specification: Sizes Starting From 15X1 To 15.3/4X1, Quantity:1200 (Sizes Dais As Per Gold And Silver Dais As Per Sizes) Specification: Dies With Different Sizes And Its Supporting Consumable Materials For Die Punching Machine. Material Stainless Steel, Model Name/Number Devi: Embossing Dies, Weight 50 Gm Gross Weight 70 Gm, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/ Model: Eagle Industries/ Shree Ambika Tools Or Its Equivalent. , Supply Of Gold And Silver Dies Specification: Sizes Starting From 15X1 To 15.3/4X1, Quantity:1200 (Sizes Dais As Per Gold And Silver Dais As Per Sizes)Pattern Dimensions 3Mm - 50Mm, Material D2 D3, Usage/Application Bangle Ring Jewellery Making As Per Required Designs Quantity - 400 Pieces And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Eagle Industries/ Shree Ambika Tools Or Its Equivalent. , Supply Of Gold And Silver Dies Specification: Sizes Starting From 15X1 To 15.3/4X1, Quantity:1200 (Sizes Dais As Per Gold And Silver Dais As Per Sizes) Pattern Type: Round, Pattern Dimensions: As Per Requirements, Usage/Application: Coin Making, Material Stainless Steel, Customization: As Per Requirements, Diameter: 1Oo Mm, Finishing: High Chromium Double Polished, Hardness: Tempered And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Eagle Industries/ Shree Ambika Tools Or Its Equivalent. , Supply Ofgold And Silver Dies Specification: Sizes Starting From 15X1 To 15.3/4X1, Quantity:1200 (Sizes Dais As Per Gold And Silver Dais As Per Sizes) Pattern: Type Square, Pattern Dimensions: As Per Requirements, Usage /Application: Coin Making, Material: Bronze And Hard Ss, Customization: As Per Requirements, Diameter: 1Oo Mm, Finishing: High Chromium Double Polishedhardness: Tempered And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Eagle Industries/ Shree Ambika Tools Or Its Equivalent. , Supply And Installation Of Digital Vacuum Pressure Casting Gold Melting Machine Capacity: 2.4Kg, With Digital Display And Cooling System.Fully Automatic Casting Machine Brand/ Reiacetech Wax Mono Endura / Indigenous Furnace 6 To 8 Flask Capacity/Matrix Investment Mixer 5 Flask/ Steam Machine /Ultra / De-Waxing/Water Jet/Manual Wax Injector/ Tools /Materials For Casting/ Cylinders Powder / Stabilizer Set For All The Machine And Support Materials. Specification:Power: 11 .0 Kw, Frequency: 6 Khz, Ac Line, (50/60 Hz), 3 Phase:400 V + 10%, Melting Temperature (Max): 1300 ° C, Crucible Capacity: 3 Kg Au, Crucible Volume: 208 Cm3, Flask Size (Min): 87 Mm X 127 Mm, Flask Size (Max): 120 Mm X 300 Mm, Vacuum Pump: Included , Weight: 290 Kg (639.3 Lb), Dimensions: 70 Cm X 101 Cm X 135 Cm, Inlet Water Temperature: 35 ° Cfunctionality: Vacuum Casting Machine With Auto/Manual Technology Operating Process With High Pressure Vacuum Motor. Add On Machines For Pre Casting And Post Casting: Reiacetech Wax Injector From Italy Or Its Equivalent. Ingenious Furnace 6 To 8 Flask Capacity With 4 Side Heating Capacity. Indeginous Investment Mixer 5 Flask Capacity. Steam Machine For Gold Tree Cleaning, Manual Wax Injector Ultra Sonaic Machine, Steam De-Waxing Machine, Tool And Consumables For Casting Unit, Stabilizer Set, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work , Supply And Installation Of Gold Melting Machine With Digital Display And Cooling System Capacity: 2Kg With Digital Display And Cooling System, Two Models With Chiller From 50 Gm To 2 Kg, Melting Capacity / Rio Grande Melting Machine With Digital Display With Graphite Crucible Sets And 50 Gm To 500 Gm Capacity (2 Or 3 Qty Required) Specification: With Ceramic Based Crucible With Digital Thermocouple Heating Sensor Display Screen, Power - 440 V 3 Phase, Water Cooler - 35 Littre (In Built), Weight - 120 Kg, Dimensions - 36 X 30 X 45 And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work , Supply And Installation Of Gold Refinery Machine 2Kg Charged Up To 6 Kg Per Day With Digital Display And Cooling System Should Have Excellent Thermal Insulation To Prevent Loss. Specification: Gold Refining Unit, Power Supply: 400 V / 3 Phase, Power: 0.3 Kw, Dimension In Mm: 1200 X 670 X 1120, Weight: 80 Kgs. To Have Low Running Costs, Fully Automated Process With Process Control And With Fumes Filter & Exhaust Filter And Including Cost And Conveyance Of All Material, Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Koras Refining Unit With Auto Stirrer Set Up With Acrylic Material Or Its Equivalent. , Supply And Installation Of Hydraulic Die Cutting Machine: Capacity:25 Tons, 150Mm Stoke Cylinder, 20Mm/Sec Fast Forward Speed Specification: Hydraulic Die Cutting Machine: Capacity:25 Tons, 150Mm Stoke Cylinder, 20Mm/Sec Fast Forward Speed, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: High Pressure Hydraulic Die Cutting Machine From Hk Brand Or Its Equivalent. , Supply And Installation Of Mesh Chain Machine With Standard Accessories Specification: Material: Mild Steel, Power 4.0 Kw, 5.5 Kw, Voltage 380 V, Dimension (Lxwxh) 3800Mm X 3000Mm X 1400Mm, Different Shapes Of Box Chain Making Machine With Auto Setting And Manual Operation Process. Die Replacement Or Fixing Process To Be User Friendly And To Produce Higher Production In Short Time, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Modern Chain Machines / Vekaria Or Its Equivalent. , Supply And Installation Of Box Chain Making Machine With Standard Accessories Specification: Material: Mild Steel, Power 4.0 Kw, 5.5 Kw, Voltage 380 V, Dimension (Lxwxh) 3800Mm X 3000Mm X 1400Mm, Different Shapes Of Box Chain Making Machine With Auto Setting And Manual Operation Process. Die Replacement Or Fixing Process To Be User Friendly And To Produce Higher Production In Short Time, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Modern Chain Machines / Vekaria Or Its Equivalent. , Supply And Installation Of V-Chain Making Machine With Standard Accessories Specification: Motor: 0.50 Hp Pmdc Motor & Drive Speed Control Rpm 0 – 1500. 180 Wt. 1 Year All India Warranty. Table: Machine Cabinet Steel Mattel & Weight 49Kg. Electronic Panel: Dc Drive Full Electronic Panel• Sensor (Auto Cut)• Heater (37 Wt., Temperature 800O). Features: Automatic Machine For Venetian Chains, Variable Speed Controller, Forced Lubrications System With Oil Tank And Electronic Brake Sensor, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Best Indian Heavy Duty Machine/ Vekaria Brand Or Its Equivalent. , Supply And Installation Of 12 Pass Wire Drawing Machine With Full Set Of Standard Accessories Specification:Max. Wire Diameter (Guage/Mm) = 20/0.91 To 18/1.22.•Min. Wire Diameter (Guage/Mm) = 36/0.91 To 36/0.19.•Main Motor = 1.5 To 2 Hp.•Cooling Motor = 0.25 Hp.•Machine Weight =225 To 345 Kg. Heavy Duty Sturdy Metal Frame That Holds The Motor.•Transmission Drive.•Speed Control Drive.•Cooling Liquid Tank And Sprayer.•The Unwinding Reel.•The Motorized Winding Reel With Adjustable Clutch.•Steel Palermo For Longer Durability Of Machine. And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Hk Brand Or Its Equivalent. , Supply And Installation Of Sheet And Wire Drawing Machine With Standard Accessories With Heavy Duty Motor Capacity And Auto Stopper Technology Specification: Wire & Sheet Rolling Mill For Gold & Silver • Roller Length 200 Mm X 100 Mm. • Heavy Duty Machine • Bronze Bushings • 5 Hp Electric Motor • Three Phase Power Supply • Hardened Ground Steel • Roller Mouth Openness: 20 Mm. • Weight 800 Kg, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Hk Brand Or Its Equivalent , Supply And Installation Of Laser Marking Machine Specification: Karat Mark: Laser Marker (20 / 30 W Power) Specification: Laser Power: 20 W-30 W, Laser Wavelength: 1064 Nm, Frequency Range: 20 - 120 Khz 1-600 Khz, Beam Diamter: 7+1 7 + 0.5, Format Supported: All Vector Files And Image Files (Bmp, Jpg, Gif, Tga, Png, Tif, Ai, Dxf, Dst, Plt), Scan Field: 100 X 100 Mm Scan Speed <<7000 Mm/S, Power Regulating Range: 10 -100 %, Cooling Method: Air Cooling, Operating Environment - 0° C - 40 ° C (Non -Condensing), Electricity Demand - 220 V (110 V)/50 Hz (60 Hz), Size & Weight - Around 24 X 17 X 15 In, Gross Weight Around 22 Kgs, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make /Model: Alpha Laser Marker (20/30 W Power) , Supply And Installation Of Xrf Machinemistral Sdd, Item Note: Xrf Karat Meter (Sdd) Stabilizer / Support Specification:Intended Use: Energy Dispersive X-Ray Measuring Instrument (Edxrf) To Determine Thin Coatings, Trace Elements And Alloys. Element Range Aluminium (13) To Uranium U (92) - Up To 24 Elements Simultaneously. Designs Bench Top Unit With Upward Opening Hood, Measurement Direction: From Bottom To Top, X-Ray Source, X-Ray Tube Micro Focus Tube With Tungsten Target And Beryllium Window, High Voltage Three Steps: 10 Kv, 30 Kv, 50 Kv, Aperture (Collimator) 4X Changeable: 00.2 Mm (7,9 Mils), Ø 0.6 Mm (23.6 Mils), Ø1 Mm (39.4 Mils). Primary Filter: 6X Changeable: Ni, Free, Al 1000 ?M (39.4 Mils). Al 500 ?M (19.7 Mils). Al 100 ?M (3.9 Mils), Mylar 100 Um (3.9Mils)Measurement Spot Depending On The Measuring Distance And On The Aperture In Use, The Actual Measurement Spot Size Is Shown In The Video Image. Smallest Measurement Spot Approx. 0.3 Mm (11.8 Mils) And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Fisher Xrf Sdd Brand Or Its Equivalent. , Supply And Installation Of Assay Balance: 0.001 Mg Accuracy With Mettler Toledo Scale Je3002 G/M Gold Scale 3.200 With Digital Display. Specification: Weight Capacity - 6000 G Resolution - 1000 Mg Repeatability - 0.01 G Calibration - External And Internal Display Type - Vacuum Fluorescent Display (Vfd) Weighing Pan - Ø150 Mm Standard Interface - Rs -232 C And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Mettler Toledo Scale Or Its Equivalent. , Supply And Installation Of Sartorius Analytical Balance Machine With Digital Display With All Standard Accessories. Specification: Weight Capacity - 6000 G Resolution - 1000 Mg Repeatability - 0.01 G Calibration - External And Internal Display Type - Vacuum Fluorescent Display (Vfd) Weighing Pan - Ø150 Mm Standard Interface - Rs -232C And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Mettler Toledo Scale Or Its Equivalent. , Supply And Installation Of Sartorius Precision Balance Machine With Digital Display With All Standard Accessories. Specification:Weighing Capacity: 62 Gresolution: 0.1 Mgcalibration: Externaldisplay Type: Clear Reverse Backlit Lcd Displaystandard Interface: Rs -232 Crepeatability: 0.1 Mgweighing Pan: Ø90 Mm And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Mettler Toledo Scale Or Its Equivalent. , Supply And Installation Of 50Gm, 100Gm, 200Gm, E2 Class Wire Weight With Display Attachment Item Note: 50Mg. E-2 Class Wire Weight With Nabl Calibration Certificate. Specification: Calibration Units With Stainless Steel Measuring Exact Weight Standards For Weighing Machines Block. Weights Intended To Ensure Traceability Between National Mass Standards (With Values Derived From The International Prototype Of The Kilogram) And Weights Of Class E2 And Lower. Class E1 Weights Or Weight Sets Shall Be Accompanied By A Calibration Certificate, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work , Supply And Installation Of Tools And Equipment For Sampling Balling Pliers, Couplers, Scraping Tools, Tongs, Forceps, Rolling Mill Etc. For Complete Assay Set Up Please The Link As Provided Below, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work , Supply And Installation Of Furnaces, Scrubbers, Parting Tray Etc. Item Note: For Hallmarking Full Setup Center Required. (3 Phase Power, Pollution Clearance Certificate Bis Approval Fee, And All Things) Specification: Annealing Furnace With 220V / Single Phase Along With Supporting Materials. Assay Supplies: Assay Laboratory Spare Parts And Consumables, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work For Complete Assay Set Up Please The Link As Provided Above Against Item No. 29 , Supply And Installation Of Safety Equipment: As Per Project/Customer Requirements..I)Cctv Cameras With Night Vision2 Megapixel Ip Cameras With Motorized Verifocal& Pixel Zoom ; Progressive Scan Cmos 1/2.8 Or 1/3Format; Focal Length 2.8 To 12Mm; Zoom Range – 4.2X Varifocal; Multiple Simultaneous Stream; Streams First Stream : Full Hd, 1~30Fps; 1280X720, 1~30 Fps; 704X576, 1-30Fps, Second Stream 704X576, 1~30Fps; 352X288 10~30Fps; Video Compression 32 Kbps ~ 16 Mbps, Support Cbr/Vbr; H.264 Version 3, High Profile Encoding And Motion Jpeg Format Support; 1920(W) X 1080(H) Or Higher Active Pixels; Built-In Ir With 2 Or More Epled; Sw Supported Digital Wdr ; Auto Blc; Sd Memory Slot Upto 32Gb Class 10; Minimum Illumination Icr Colour 0.1 Lux (F1.2 Agc On) B/W 0.001 Lux (F2 Agc On); Shutter Speed 1/25-1/10,000S ; Multiple Resolution 4Cif(704X576), Cif (352X288); 12Vdc / 24Vac / Ieee802.3Af Poe (Rj-45) Support; Supporting All Network Protocols (List The Supporting Protocols); 10/100 Base-T, I/O Audio Support, Audio Compression G.711; Multi-Level User Access With Password Protection; Ip Address Filtering; Https Encrypted Data Transmission; Ieee 802.1X Port-Based Authentication For Network Protection; Ip Address Filtering Https Encrypted Data Transmission; Operating Temperature -10 Deg C To +55Deg C,Onvif Compliant, 36 Months Comprehensive Warranty. Ce, Fcc, Emc & Rohs Certification; And Ul Certification For Core Adaptor Are Mandatory; Onvif Complaint Make: Cp-Plus/Cp-Unc-Tb21zl6s-Vmds27125/Panasonic/Pi-Spw 201Dl/Bosch/ Nti 50022-A3s. Integration Of Cctv System To The Central Server Unified Command Centre Solution Platform (Uccs) At District Police Headquarters Command Center(Dphcc) In Coordination With The Police Department / Designated Agencyand Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work , Supply And Installation Of 32 Channel Network Video Recorder(Nvr) : Supply, Installation, Testing And Commissioning Of 32Ch Embedded 4K Nvr 4Sata Expandable Up To 40Tb, Audio Input & Output, Two Way Communication Supported, G7.11 Audio Format Support, 320Mb Recording Throughput, 16 Alarm Inputs & 4 Outputs, Rs485, Esata And Rs232 To Be Supported With Maximum 16 Users, Op. Temp -10 To 50 Deg. C, Ndaa Compliant, Ul/Ce/Fcc Certified, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Makes: Cp-Plus/Panasonic/Pi-Spw 201Dl/Bosch/ Octavision/Hikvision. , Supply And Installation Of Wallmounting Network Rack Supplyand Fixing Of 6 U Wallmounting Network Rack With Power Spike Including All Accessories Etc., Complete. And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make:Hcl / Vall , Supply And Installation Of 8Port Poe Switch Supply & Fixing Of Small Business 8 Port Gigabit Poe Managed Switch, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work. Make:Netgear/Dlink , Supply And Installation Of Safety Equipment: As Per Project/Customer Requirements. Specification: Lan Cable Cat -6 Utp Cable And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Makes : D Link / Amp / Molex / Legrand / Krone, , Supply And Installation Of Safety Equipment: As Per Project/Customer Requirements. Specification: Hard Disk 8 Tb And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Makes : Segate/ Sv-35/Toshiba. , Supply And Installation Of Air Conditioner A/C 2.0 Tonne A/C With Low Power Drive Module.Supply And Transportation Of Inverter Model Cool Type Split Ac Unitwith High Wall Mounted Single Split 100% Copper Indoor And Outdoor Condencing Unit Hermetically Sealed Compressor Suitable For Operation On 230V, 50Hz, 1Phase Ac Supply Capable Of Performing Heat Cool Dehumidifying Air Circulating And Filtering With Cooling And Condensing Units With 3.0 Mts Of Copper Piping, Insulation Kit And 4 Mts Of 4 Core Copper Flexible Chord (Voltage Range 160- 264 Volts) And Cordless Remote Control With Warranty Of Compressor For 5 Years And Comprehensive Maintenance For 2 Years2.0 / 1.8 Tr 5 Star Capable Of Delivering 21600 Btu/Hr And Above With Operating On Refrigerant R-32 / R-410 And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Makes: Daikin / Toshibha / Carrier / Blue Star / Hitachi Or Equivalent , Supply And Installation Of Computers: Core-I7 10Th Gen Processor, 8Gb Ram, 1Tb Hdd, Windows 10 Pro. Specification: General :Wired Usb Keyboard & Optical Scroll Mouse 1 X Ps/2 Combo Port 2 X Usb 3.2 Gen 1 Ports 6 X Usb2.0 Ports 1 X Rj-45 Port 1 X Hdmi Port 1 X Vga Port 1 X Audio Port (Line Out/Line In/Mic In) 1 X Pci Express X16 Gen 3.0 Slot 1 X Pci Express X1 Gen 2.0 Slot 1 X Audio Port (Line Out/Line In/Mic In) 450W 19V/0.84A 80Mm X 310Mm X 395Mm 510Mm X 360Mm X 182Mm 12.5 Kg (Total Pc) Ce, Rohs Table Top 3 Years Warranty Cpu, Monitor, Keyboard & Mouse, User Manual, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Standard Make , Supply And Installation Of Ups 10 Kva System (8 Kwatt ) Specification:Input Voltage 80 / 400 / 415 Vac; 3 Phase, Ninput Voltage Range ± 15%Input Frequency 50 / 60 Hzinput Frequency Range ± 10%Input Power Factor > 0,85Output Power Factor 0,8Output Voltage 380 / 400 / 415 Vac; 3 Phase, Noutput Frequency 50 Hz / 60 Hz (Selectable)Battery Type No Maintenance Batterybattery Unit 30Charge Voltage 405 Vdcbattery Charge Time 8 Hours To 90% Capacity After Deep Dischargebattery Test Automatic And Manuel Battery Test Systemover Load Capacity 100% ~ 125% Load 10 Minutes; 125% ~ 150% Load 1 Minute; > 150% Load On The Bypassdimension Wxhxd (Mm) 490 X 1200 X 680Weight ~ 240 Kg., And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Standard Make , Supply And Installation Of Generator (20Kva Dg Set) Specification: Power: 20 Kva (16Kw) Fuel Consumption (At 100% Load): 5.09 Ltrs/Hr Fuel Tank Capacity: 63 Ltrs Phase: 3 Phase Dry Weight (Kg): 720 Frequency: 50 Hz Engine: 2 Cylinder, In-Line 4 Stroke, Radiator Cooled Engine, Electrical Starter Motor With Soft Start Engagement Feature, Battery Charging Alternator. 1 X 12 V Dc Battery, And Including Cost And Conveyance Of All Material,Labour Charges For All Operations, Hire And Operational Charges, Incidental Charges, Excise Duty & Customs Duty If Any Applicable, All Taxes But Excluding Gst Etc., Complete For Finished Item Of Work Make/Model: Standard Make
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Telangana View Result →
34.
Petroleum and Natural Gas #10418577 Price Bid
COMPOSITE WORKS COMPRISING PIPING, MECHANICAL, ELECTRICAL AND INSTRUMENTATION WORKS FOR PBR PROJECT IOCL PANIPAT
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 9
Haryana View Result →
35.
Power #10410528 Price Bid
Tender For Smp-Nilakkal-Development Of Core Area At Nilakkal (Re-Tender)- 1 1Site DevelopmentClearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(II) By Mechanical Means(A) In area of non-thorny jungle 2 Excavation in Soil with Dozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 Compacting Original Ground(ii) Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded andcompacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as perTechnical Specification Clause 303.5.2. 4 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(ii)Using Gravel mix soil. 5 Wet Mix MacadamProviding, 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 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead 6 Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. 7 2Retaining Wall and step Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. 8 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 9 3Paving the walk way with Grass Pavers, Krishnasila Granite stone, Buffalo grass etc. Providing and fixing of precast concrete interlocking Grass PaversM 30 grade300x300x120mm size of (Brand : Basant Betonswith modelART LINE or similar) having surface drainage of28.6%,manufactured from fully computerized automatic stationery hydraulic vibratepressed machine and fully computerized automatic batching plant.Interlocking paver block to be fixed on the bed compacted into 75mm thick coarse sand zone III or similar approved specification and filling the joints with the sand of approved type and quality or as specified and as directed by Engineer-in-charge. The rate should include the cost of providing a sand bed and filling the joints with fine sand (Fine sand zone IV OR SIMILAR), compacting and proper embedding /laying of interlocking paver blocks into the sand bedding, layer through vibratory compaction by using Plate Compactor, filling the joints with sand and cutting of paver blocks as per design, finishing and removing extra sand etc. complete as per direction of Engineer-in-Charge. 10 Providing and fixing KRISHNASILA black granite 90x60x5 cm Flamed surface on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 11 Providing and fixing 60x30x2 cm Granite stone block ( K WHITE) Flamed surface on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 12 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm 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 13 Providing and laying curb stone(12.50x22.50x30cm size)(sadarhally) thick stone slab over 50 mm (average) thick base of sand etc. all complete as specified and as directed by the Engineer in- Charge 14 Grassing with buffalo grass including watering and maintanence of the lawn till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, in rows 5cm apart in both directions. (watering & maintanance till the completion of project work and handing over to client) 15 Providing and laying factory made chamfered edge Cement Concrete paver blocksin 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 inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 16 4Annadanapura (1 Nos) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 17 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 : 8 graded stone aggregate 40 nominal size) 18 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 19 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 20 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers. 21 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 22 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 or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level 23 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 24 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 25 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain) /manual) etc. complete. 26 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 27 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 28 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 29 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 30 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 31 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 32 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 33 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 34 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 35 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 36 5 Resting Pavilion -Type 1 (4 Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 37 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 : 8 graded stone aggregate 40 nominal size) 38 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 39 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 40 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers 41 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 42 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 43 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 44 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 45 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 46 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 47 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 48 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 49 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 50 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 51 12 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) 52 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 53 6Water kiosk - (2 Nos) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 54 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 : 8 graded stone aggregate 40 nominal size) 55 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 56 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 57 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers 58 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 59 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 or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level 60 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more 61 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 62 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 63 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 64 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 65 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 66 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 67 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 68 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 69 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 70 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 71 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 72 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 73 Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm 74 7Resting Pavilion -Type 2 (2 Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 75 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 : 8 graded stone aggregate 40 nominal size) 76 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 77 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 78 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 79 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 or less cement used as per design mix is payable or recoverable separately.All work upto plinth level 80 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 81 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 82 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 83 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 84 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 85 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 86 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 87 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 88 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 89 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 90 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 91 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 92 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 93 8 Resting Pavilion-Type 3 (6 Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 94 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 : 8 graded stone aggregate 40 nominal size) 95 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 96 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 97 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers 98 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 or less cement used as per design mix is payable or recoverable separately.All work upto plinth level 99 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 100 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 101 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 102 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 103 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 104 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 105 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 106 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 107 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 108 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 109 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 110 9 Resting Pavilion- Type 4 (15 Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 111 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 : 8 graded stone aggregate 40 nominal size) 112 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 113 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 114 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 115 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 116 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 117 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 118 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 119 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 120 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 121 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 122 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 123 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 124 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 125 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 126 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) 25 mm thick 127 10 Resting Pavilion-Type 5 (2 Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 128 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 : 8 graded stone aggregate 40 nominal size) 129 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 130 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 131 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 132 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 133 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 or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level 134 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 135 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 136 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 137 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 138 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 139 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 140 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 141 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 142 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 143 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 144 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 145 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 146 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 147 11 Entrance PavilionEarth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 148 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 : 8 graded stone aggregate 40 nominal size) 149 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 150 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 151 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 152 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 153 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 154 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 155 Exposed Laterite masonry with neatly dressed laterite stone of size 30X20X20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labor charges etc. 156 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 157 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 158 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 159 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 160 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 161 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 162 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 163 12 mm cement plaster of mix:1:4 (1 cement : 4 fine sand) 164 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) 25 mm thick 165 12Information / Aid post (4 Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 166 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 : 8 graded stone aggregate 40 nominal size) 167 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 168 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 169 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers 170 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 171 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 172 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 173 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 174 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 175 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 176 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 177 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 178 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 179 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 180 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick. 181 Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm 182 13Stone Bridge Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 183 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 : 8 graded stone aggregate 40 nominal size) 184 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 185 Stone work plain ashlar in arches in superstructure upto floor V level in cement morter 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with and admixture of pigment matching the stone shade. One face dressed Coursed rubble 186 14 DrainageEarth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 187 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 : 8 graded stone aggregate 40 nominal size) 188 Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 189 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 or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level 190 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 191 Item Shifted to head 14 as item 14.74Steel 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 192 15 Handrailing work 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 approves steel primer.G.I. pipes 193 16Resting Pavilion-Type 6 (1 Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 194 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 : 8 graded stone aggregate 40 nominal size) 195 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 196 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 197 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 198 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 199 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 200 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 201 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 202 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 203 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 204 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 205 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ). 206 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 207 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 208 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 209 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 210 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 211 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 212 17Resting Pavilion-Type 7 (4Nos) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 213 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 : 8 graded stone aggregate 40 nominal size) 214 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 215 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 216 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers 217 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 218 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 219 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 220 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 221 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 222 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 223 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 224 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 225 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 226 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 227 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 228 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 229 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 230 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 231 18 Resting Pavilion-Type 8 (4Nos)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 232 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 : 8 graded stone aggregate 40 nominal size) 233 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 234 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 235 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers 236 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 237 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 238 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 239 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 240 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 241 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 242 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 243 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 244 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 245 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 246 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 247 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 248 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 249 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 250 19 Providing granite pillars and Kalvilakku Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 251 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 : 8 graded stone aggregate 40 nominal size) 252 Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete 253 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 or less cement used as per design mix is payable or recoverable separately.All work upto plinth level 254 Supplying and fixing truncated natural stone Kalvilakku with 9 vilakku thattu of 5.5mtr height, 200cm base width, the design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 255 Supplying fixing truncated square natural stone pillar of 4.5mtr height, 60cm base width,60cm top width, 90cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 256 20 Connecting bridge from Core area to Devi templeEarth 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil 257 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited 258 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 259 Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Hard rock (blasting prohibited) 260 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 : 8 graded stone aggregate 40 nominal size) 261 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 or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level 262 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 263 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 approves steel primer. G.I. pipes 264 21 Approach Road Below Connecting bridge from core area to Devi temple Excavation in Soil with Dozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 265 Compacting Original Ground(ii) Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. 266 Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(ii)Using Gravel mix soil. 267 22 Administrative block Unit-1 (2Nos) Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 268 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 : 8 graded stone aggregate 40 nominal size) 269 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) 270 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 271 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers 272 Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform 273 Centering and shuttering including strutting, etc. and removal of form for: Stairs, (excluding landings ) except spiral - staircases) 274 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 275 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 or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level 276 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 277 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 278 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete 279 Exposed Laterite masonry with neatly dressed laterite stone of size 30X20X20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labor charges etc. 280 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading ( using Mechinery( crain)/manual) etc complete. 281 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes 282 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work 283 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 284 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 285 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 286 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 287 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 288 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) 289 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 290 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 291 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 292 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600 x 600 mm. 293 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 294 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), using good quality Anjili wood /jack wood 295 Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge. Second class teak wood 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 wood35 mm thick shutters 296 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Second class teak wood 297 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc. 298 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 approves steel primer. G.I. pipes 299 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 300 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured) 301 23 Administrative Block Unit-2 (1 No)Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil 302 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 : 8 graded stone aggregate 40 nominal size) 303 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand) 304 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 305 Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers 306 Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform 307 Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) 308 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 or less cement used as per design mix is payable or recoverable separately. All work upto plinth level 309 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 or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level 310 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more 311 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. 312 Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete 313 Exposed Laterite masonry with neatly dressed laterite stone of size 30X20X20cm or nearest size in cement mortar 1:6 for superstructure above plinth level up to floor two level including all cost of materials, labor charges etc. 314 Supplying and fixing truncated square natural stone pillar of 2.5mtr height, 28cm base width,20cm top width, 30cm capital width and intermediate design as shown in the architectural drawing. Cost of conveying, loading & unloading (using Machinery (crain)/manual) etc. complete. 315 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 316 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work 317 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 318 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). 319 Providing & fixing on roof pressed clay ceiling tiles 30x25mm size of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). 320 Providing and fixing good quality Teak wood eve board 20 cm wide 2.5 cm thick including all charges etc. complete. 321 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 322 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) 323 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 324 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm 325 Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick 326 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600 x 600 mm. 327 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 328 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), using good quality Anjili wood /jack wood 329 Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge. Second class teak woodProviding and fixing panelled or panelled and glazed shutters for doors, windowsand clerestory windows fixing with butt hinges of required size with necessaryscrews, excluding panelling which will be paid for separately, all complete as perdirection of Engineer-in-charge. (Note:- Butt hinges and necessary screws shallbe paid separately)Second class teak wood35 mm thick shutters 330 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: Second class teak wood 331 Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings/ wooden frames with rawl plugs screws etc. 332 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 approves steel primer. G.I. pipes 333 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 334 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured) 335 1 Planting of Trees and ShrubsDigging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep 336 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 337 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through the sieve of I.S. designation 20 mm 338 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-incharge (excluding cost of earth and manure) 339 Supplying and stacking at site Neem Cake from approved source, including carriage upto 5 km lead complete (Neem cake measured in 50 kg gunny bags will be reduced by 1 kg per bag for payment) 340 Supplying of trees (Ficus microcarpa) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 341 Supplying of trees(Ficus racemosa) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 342 Supplying of trees (Ficus relegiosa) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 343 Supplying of trees(Ficus benghalensis) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 344 Supplying of trees(Cassia Fistula) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 345 Supplying of trees(Mimusops elengi) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 346 Supplying of trees(Saraca asoca) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 347 Supplying of trees(Azadirachta indica) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 348 Supplying of trees(Strobilanthes kunthiana) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 349 Supplying of trees(Ocimum tenuiflorum) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 350 Supplying of trees(Nyctanthes arbor tristis) with multi branches, disease free, healthy in big poly bags of size 30 cm with a girth of 10 cm as per direction of the officer-in-charge. 351 Planting of trees including watering providing required support ,dressing of surface etc complete as per the direction of officer in charge. (excluding cost of plant) 352 Planting of shrubs including watering providing required support ,dressing of surface etc complete as per the direction of officer in charge. (excluding cost of plant) 353 Complete maintenance of trees & Shrubs for 1 Year (Outside garden features), jobs like making of basin at regular interval i/c watering, weed free site & pruning and replacing the dead trees with same specification and height as per direction of officer in charge. Water arrangements to the plantation site need to be done by Contractor. 354 Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, completein all respect. 355 2 SignagesEarth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 356 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 357 Providing and fixing stone slab of Sectional Dimension 600mm x 1500mm ,Thickness 100mm ,cutted to required dimension and shape with fine dressed surface, including the all lead ,lift loading, unloading and transportation etc complete. 358 Providing and fixing signage board made up of 1mm thick, 304 grade stainless steel sheet brushed finish of required dimensions as per the drawing with given information etched on it, and made in given profile as shown in dwg including cost of all Labours and Materials etc complete. 359 1ElectrificationWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.Group C 360 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm 361 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.2 x 2.5 sq. mm 362 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm 363 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm 364 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch 365 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch 366 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet 367 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet 368 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) 369 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 95 sq mm 370 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 1/2X 95 sq. mm (45mm) 371 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 4 sq mm with factory made clamp 372 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm) 373 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages, colour washing etc. as required.4 core 6 sq mm with factory made clamp 374 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 25 sq. mm (28mm) 375 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 10 sq mm with factory made clamp 376 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 16 sq mm with factory made clamp 377 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 25 sq mm with factory made clamp 378 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm) 379 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required2.00 mm copper conductor ( 14 SWG) 380 Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor (8 SWG) 381 Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.2.00 mm (14 SWG) 382 Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG) 383 Fabrication, supply, conveyance, installation testing and commissioning of floor or wall mounting, dust and vermin proof, cubicle type MV panel board comprising of the following components/ devices & complying to IS 8623. Fabrication of fully partitioned, dust and vermin proof enclosure for panel assembly as per form 4 of IS 8623 (with latest amendments) using CRCA sheet as per approved design and requirement, with front and rear access facility, bus bar chambers, hinged doors for all switch gear compartments, earthing the doors using 4 sq mm braided copper conductor, providing necessary cut-outs for mounting meters, relays, indication lamps, bus bar interconnection etc, detachable covers for bus bar chamber and cable alley, powder coating the assembly after subjecting to 7 tank process etc as required.CRCA sheet alone be used for the fabrication. Angles/ flats/ slotted angles etc shall not be used for the fabrication of panel assembly. The measurments will be taken the area of the complete sheets used for panel board including partitions, folding, shrouding etc.Supply and fabrication of MV panel board using 1.6mm CRCA sheet, powder coated (excluding base frame) 384 Supply and providing 2mm SMC sheet as shrouding for bus interconnection / terminations etc. including required nut & bolt etc. 385 Supply and providing heavy duty A section neoprene gasket in the panel boardA section neoprene beeding suitable for 1.60/ 2.00 mm sheet 386 Supply and fabrication conveyance and installation of base frame of panel board using 75 x 40 mm rolled steel channel (ISMC) 387 Supply and fabrication conveyance and installation of angle iron frame work for wall mounting panel board 388 Supply and providing copper bus bars including finger type SMC bus bar supports in the bus chamber,suitable size nut & bolt, providng heat shrink sleeves etc. as required. 389 Supply and providing copper earth bus in the panel board 390 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.Single pole 391 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.Triple pole 392 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.100 amps 393 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 394 Supply Conveyance Installation Testing and commissioning of Philips make or equivalent BGP 300 LED 528 757 PSU 35W GI Post Top Lantern fittings having efficiency of 100 and above LM/W, Diffused optic 440V Driver P2P protection high cut off @ 325V +_ 15V auto restart with in built surge protection 7KV with pressure Die cast aluminium housing 4000K with IP 68 protection in position and giving connections etc. as required. 395 Supply Conveyance Installation Testing and commissioning of Wipro make or equivalent Arcus Step Light LT51-750-XXX-30-XX Compact non corrosive Aluminium body with high lumen output of 7W LED 3000K in position and giving Connections etc. as required. 396 Supply Conveyance Installation Testing and commissioning of Philips make or equivalent BGP 150LED 520WW 8W LED Spike Light with Robust diffuser IP design 65/IK06 protection housing with Die cast aluminium with tempered glass for precise light distribution in position and giving connections etc. as required 397 Supply Conveyance Installation Testing and commissioning of Philips make or equivalent BCP151 LED NW PSU 220-240V 7043 17W Bollard light having efficiency of 53 LM/W housing by pressure Die cast Aluminium IP65 protection with mounting wall bracket dimension of 177X395X700mm with surge protection 4KV THD<10% conforming to IEC60598 in position and giving connections etc. as required. 398 Supply Conveyance, installation, testing and commissioning of Philips make or equivalent Tango BVP 483 LED 185CW SWB PSU GR Flood light best in class lens design and optical integration with single die-cast ceramic base high power LED with 10KV SPD is provisional inside luminaire dimmable option 1- 10V integrated flood optics to ensure uniform distribution, maintenance free system ideal for area lighting in position and giving connections etc.as required. 399 Supply Conveyance Installation Testing and commissioning of 4M Decorative Lamp Poles of Crompton Make BRASSO Lamp Poles in position and necessary nut and bolts etc. as required. 400 Supply and Providing Hensel make Junction Box size 93X93X62MM with insulation voltage 690V AC/DC made with Thermo Plastic with IP65 protection in accordance with IEC60670- 22 knock out for cable Entry/Exit as required. 401 Supply and Providing Hensel make Junction Box size 104X104X70MM with insulation voltage 690V AC/DC made with Thermo Plastic with IP65 protection in accordance with IEC60670- 22 knock out for cable Entry/Exit as required. 402 Supply and Providing Hensel make Junction Box size 130X130X77MM with insulation voltage 690V AC/DC made with Thermo Plastic with IP65 protection in accordance with IEC60670- 22 knock out for cable Entry/Exit as required. 403 Supply Fabrication of Feeder Pillar Box of size 1.5M H X1.2M WX0.30M in position as directed by Engineer in charge ( The Fabrication details specified in the Fabrication Item. 404 Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set etc including form work etc as required. 405 Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench50/38 mm or nearest size 406 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providingmasonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required. 407 Supply and providing the 25 x3 mm brass bolt and nut with washers on the existing MS box /Container/earth bus etc. as required including drilling necessary holes as required. 408 Supply and providing the 25 x 6 mm brass bolt and nut with washers on the existing MS box / earth bus etc. as required including drilling necessary holes as required. 409 PLUMBING, SANITARY & IRRIGATION 1 SEWAGE & DRAIN SYSTEM INTERNAL AND EXTERNAL Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2 410 Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 411 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 412 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2 413 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2 414 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2 415 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall 416 Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall 417 Providing , fixing , testing and commissioning pvc multy inlet (110x75x50x50x50) floor trap of self cleansing design with or without vent arm complete, including cost of masonry or concrete supports cutting and making good the walls and floors where ever required 418 Providing , fixing , testing and commissioning pvc P trap with multy inlet or single inlet connection of required sizes of self cleansing design with or without vent arm complete, including cost of masonry or concrete supports cutting and making good the walls and floors where ever required 419 Providing, fixing, testing and commissioning at site 100x100 mm square C.P.cast brass or stainless steel Grating Cover with protection from cockroaches of matching size of multi inlet or P trap complete in all respects. 420 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow 421 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend 422 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63 dia 45 degree Elbow 423 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia vent cowl 424 Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes, including jointing with PVC solvent cement-63 mm dia Socket /coupling 425 Providing and fixing PVC moulded fitting / accessories for Rigid PVC pipes, including jointing with PVC solvent cement-63 mm dia Y 426 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia End cap 427 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63x50 mm dia Reducer 428 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow 429 2 CP AND SANITARY FIXTURESProviding and fixing of Floor Mounted European type W.C. pan with seat cover and external Flush tank with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:Make: Hindware/Jaquar/Equivalent 430 Providing and fixing of Wall Mounted European type W.C. pan with seat cover and external flush tank with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Make : Jaquar/Hindware/Parryware/Equivalent 431 Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. 432 Supplying,fixing & testing of Concealed Stop Cock with Over Head Shower including all accessories ,cutting and making good the walls wherever required Make : Jaquar/Hindware/Parryware/Equivalent 433 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 630 x 450 mm with a single 15 mm C.P. brass pillar tap 434 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, Collar and bush approved quality and colour .15 mm nominal bore with 45 cm length 435 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore 436 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 893115 mm nominal bore 437 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighting not less than 190 gms 438 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of430x260x350 mm or 340x410x265 mm sizes respectively. 439 Supplying and Fixing of C.P. Urinal push cock of approved quality. Make : Jaquar/ Hindware/ Parryware/ Equivalent 440 Supplying and Fixing of Urinal Partition of approved quality. Make : Jaquar/ Hind ware/ Parry ware/ Equivalent 441 Supplying and Fixing CP Robe Hook of approved Quality Make : Jaquar/ Hind ware/ Parry ware/ Equivalent 442 Supplying and Fixing CP Soap Dish of approved Quality Make : Jaquar/ Hind ware/ Parry ware/ Equivalent 443 Supplying & fixing of 4 nos of Grab bar and 1 no of Folding type Grab bar with necessary fittings at both side of commode for physically challend persons all complete as directed. Make :Jaquar/Hindware/Parryware/Equivalent 444 3INTERNAL WATER SUPPLYProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.20 mm nominal outer dia pipes 445 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc.25 mm nominal outer dia pipes 446 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost ofcutting 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 wall etc.32 mm nominal outer dia pipes 447 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 40 mm nominal outer dia pipes 448 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes& fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm nominal outer dia pipes 449 Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal boreVertical 450 Providing and fixing Y Strainer of approved quality of following sizes. Make: Zoloto / SKS/ Leader/ Equivalent 100mm dia 451 Providing and fixing CI Butterfly valve of approved quality as per IS 13095 of following sizes. Make: Zoloto/SKS/Cim/Equivalent 65mm dia 452 Providing and fixing CI Butterfly valve of approved quality as per IS 13095 of following sizes. Make: Zoloto/SKS/Cim/Equivalent 100mm dia 453 4 IRRIGATION-PVC PIPING WORKS Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2 454 Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 455 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2 456 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2 457 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 458 Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 459 Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 10 Kgf/ cm2 460 5DRIP AND ACCESSORIESSupply, Fixing & Commissioning of flexible,kink resistant 16mm Blank tubing and resistance to UV damage and algae growth brown in colour and wall thickness 1.2mm, pressure rating 0.58 to 4.1Bar etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 461 Supply, Fixing & Commissioning of Xeri bug emitter pressure compensating with self flushing emitter, and selfpiercing barbs,flow rates 1 GPH UV resistant colour coded with working pressure 1.0 to 3.5bar etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 462 Supply,Fixing & commissioning of 3 Large Capacity Disc Filters for submain filteration Have High Flow & Low Maintenance With a Solid Build,Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar), Maximum Temperature Up to 140ºF (60ºC). 463 Supply,Fixing & commissioning of 21/2 Large Capacity Y Type Disc / Screen Filters for submain filteration Have High Flow & Low Maintenance With a Solid Build,Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 464 Supply,Fixing & commissioning of 63mm Y Type Disc / Screen Filters for submain filteration Have High Flow & Low Maintenance With a Solid Build,Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 465 Supply, Fixing & commissioning of 40mm Y Type Disc / Screen Filters for submain filteration Have High Flow & Low Maintenance With a Solid Build,Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 466 Supply, Fixing & commissioning of 32mm Y Type Disc / Screen Filters for submain filteration Have High Flow & Low Maintenance With a Solid Build,Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 467 Supply,Fixing & commissioning of 25mm Y Type Disc / Screen Filters for submain filteration Have High Flow & Low Maintenance With a Solid Build,Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 468 Supply,Fixing & commissioning of 20mm Y Type Disc / Screen Filters for submain filteration Have High Flow & Low Maintenance With a Solid Build,Maximum Flow Up to 110 gpm (25m³/hr), Maximum Pressure 116 psi (8 bar),Maximum Temperature Up to 140ºF (60ºC) etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 469 Supply,Fixing & commissioning of self-closing flushing valves that are installed at the end of the irrigation line for effecting flushing of the line at the beginning of every irrigation cycle, thus avoiding the clogging of the emitters /sprinklers through removal of particles, sediments and other impurities from the water. 470 Supply, Fixing & commissioning of 9 - Gauge Galvanized Steal Rod Comes Sharp tips provide easy connection into all soil types, Staple Distribution Tubing , XF Drip Line or XBS Tubing to Finished Grade. Notched Sides. Corrosion -Resistant of TIE DOWN STAKE etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 471 Supply, Fixing & commissioning of Gromatetake off Connects XF Series Drip Line and Blank Tubing to PVC Mainlines at Low Pressures. 16mm GTO 472 Supply,Fixing & commissioning of High Quality Barbs Grab Tubing for a Secure Fit. Unique Barb Design to Reduce Insertion Force. Non - Obtrusive Brown Colored Fittings of 17mm Tee . etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 473 Supply,Fixing & commissioning of High Quality Barbs Grab Tubing for a Secure Fit. Unique Barb Design to Reduce Insertion Force. Non - Obtrusive Brown Colored Fittings of 17mm COUPLING. etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 474 Supply,Fixing & commissioning of High Quality Barbs Grab Tubing for a Secure Fit. Unique Barb Design to Reduce Insertion Force. Non - Obtrusive Brown Colored Fittings of 17mm ELBOW. etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 475 Supply,Fixing & commissioning of 17mm End cap S Type for dripline closure at the end of the dripline etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 476 6 SPRINKLERS AND ACCESSORIES Supply, Fixing & commissioning of Pop up spray head Spray bodies, with Rotary nozzle having mutilple stream MPR spray having Co-moulded wiper seal is molded into the cap and features an encased plastic cage to provide unmatched resistence to grit, nozzle having capable of covering 5.2-7.2m at 1.4 - 3.8 Bars pressure, True flushing mechanism,Thick streams and large water content & Low precipitation rate and the enviroment. Additionally, the pressure-activated, multi-function seal design assures a positive seal without excessflow-bywhich enables more heads to be installed on the same valve, Two-piece ratchet mechanism, Features is Precision controlled flush at pop-down clears debris from unit, Construction of time-proven UV_resitant plastic. Pop spray body shall with stand upto 4.8 bar. Built-in Seal-A-Matic™ (SAM) check valve. Traps water in lateral pipes in elevation changes of up to 14 feet (4.2 m). PRS Maintains constant outlet pressure at 30 psi or 45 psi at varying inlet pressures.etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 477 Supply, Fixing & commissioning of 1/2 Pop up Connecting Swing joint Assembly. The tubing shall be made of polyetylene having wall thickness of 2.3mm ,a working pressure of 5.5 kg/cm2 at 43oC and a surge pressure of 16.6 kg/cm2. Flex pipe textured for wet conditions.The fittings shall be made of UV resistant thermo plastic etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge..SA Series. 478 Supply, Fixing & commissioning of PVC service saddle of varying size upto 63mm dia with pressure rating of PN 10 etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 479 7VALVES AND ACCESSORIESSupply,Fixing & commissioning of PVC Single Union Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem,Stem O-Ring, non mechanical ,ball Seals with backing seals and with a base which permits maximum penetration into the valve of size 75mm with pressure rating PN 10 etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 480 Supply,Fixing & commissioning of PVC Single Union Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem,Stem O-Ring, non mechanical ,ball Seals with backing seals and with a base which permits maximum penetration into the valve of size 63mm with pressure rating PN 10 etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 481 Supply,Fixing & commissioning of PVC Single Union Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem,Stem O-Ring, non mechanical ,ball Seals with backing seals and with a base which permits maximum penetration into the valve of size 40mm. with pressure rating PN 10 etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 482 Supply,Fixing & commissioning of PVC Single Union Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem,Stem O-Ring, non mechanical ,ball Seals with backing seals and with a base which permits maximum penetration into the valve of size 32mm. with pressure rating PN 10 etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 483 Supply,Fixing & commissioning of PVC Single Union Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem,Stem O-Ring, non mechanical ,ball Seals with backing seals and with a base which permits maximum penetration into the valve of size 25mm. with pressure rating PN 10 etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 484 Supply,Fixing & commissioning of a double acting air and vaccum release 1/2 Air release valve . The Air release valve shall be capable of both releasing and admitting air from and into the line. The working pressure shall be 5 bar. Only for Drip Irrigation etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 485 Supply,Fixing & commissioning of 18 Jumbo Valve Box with greenlid and corrugated structure with unique shovel access slot and bolt hole knockout & Having Dimensions @ Top Opening 10 Dia & Bottom Opening 12 13/16 Dia etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 486 Supply,Fixing & commissioning of 12 Rectangular Standard Valve Box with greenlid and corrugated structure with unique shovel access slot and bolt hole knockout & having Dimensions @ Top Opening:18 1/4 L X 13 W & bottom opening :21 1/4 L X 15 15/16W X 12 H etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. PVB/VB 487 Supply,Fixing & commissioning of 3/4th Quick coupling valve made up of solid brass with locking cover corrosion resistant and stainless steel spring etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 3RC 488 Supply,Fixing & commissioning of 3/4th Key threads into top of QCV to provide water access etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. 489 Supply,Fixing & commissioning of 3/4th Hose Swivel Made up of Solid Brass Swivels up to 360 degrees to allows hose to be pulled in any direction & Also to prevent Hose Damage etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge. SH-0 490 8PUMPING ACCESSORIES Supply,Fixing & commissioning of Pressure release valve 2 with pressure setting from 0 to 7 Bar etc., complete, as per the instructions of Architect/Landscape Architect/Engineer In Charge 491 9AUTOMATION EQUIPMENTSupply,Fixing & Commissioning of Direct burial14 Awg x 2 Maxi cable with PVC insulated UL stndard 493 with impregnated polyethene jacket and soft annealed tin coated copper confirming to ASTM B-33 for two way communication between decoder controller and decoders complete. 492 Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2 493 Supplying ,fixing & commissioningdirect bury -on wire Connector with strain relief UL486D Certified with water proof silicon sealent,fits wire from 22ga to 66ga asper specification complete DBRY 494 Supply,Fixing & Commissoning of ASTM Station Modular Controller UV resistant,wall mount case,with LCD display ,non volatile memory for 100years,10KV surge protectionwith removable front panel and programmable under battery in office,total run time calculator ,short detect errors,one touch watering,wityh contract default programe s,slow closing valve removable battery with sensor terminals Work has to be executed as per the approved drawings and/or as per the directions of the engineer-incharge. Rate inclusive of all materials of approved make,fittings,labour,transportation complete. 495 Supply,Fixing & commissioning of 63mm Solenoid globe angle inlet Valves with fabric reinforced Nitrile diaphram Material and rugged PVC durable glass -filled nylon construction ,compatible with and slow closing to prevent water hammer,pressure rating upto 10.4 KSC and maximum flow of 150GPM ,max water temp. upto 42degree centigrade, with 24AC solenoid,current rating 0.41A @60Hz,coil resistance30ohm with provision to attach PRS-Dial PGA Pressure Regulation Optional PRS-D 496 Supply,Fixing & commissioning of Automatic rain shut off Device,latching hinge with multiple rain fall setting 5mm to 20mm UL CUL listed and CE approved RSD BEX
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Kerala View Result →
36.
Water Resources and Irrigation #10368908 Price Bid
Tender For Chaudhary Charan Singh Ramgarh Eastern Pump Canal Renovation and Modernization Project which includes completion of mechanical works, installation, testing and commissioning, 1 FOR 10 CUSEC PUMPSET 2 SITC OF CAST IRON (IS:210FG200) 350 MM SLUICE VALVE WITH STAINLESS STEEL SPINDLE AS PER IS:6603 & LEADED TIN BRONZE PARTS AS PER IS:318 CONFIRMING TO IS14846:2000. PN: 1.0 WITH WHEEL. END FLANGED & DRILLED AS PER IS 1538 BODY TESTED TO 15KG/CM2 SEAT TESTED TO 10GK/CM2 INCLUDING ALL FITTINGS LIKE TAIL PIECE, NUT BOLTS, RUBBER PACKING ETC. AT SUCTION & DELIVERY SIDE OF PUMP 3 SITC OF CAST IRON 300 MM NON RETURN VALVE PN 1.0 CL BODY & WEDGE, BODY RING: LEADED GUN METAL INCLUDING ALL FITTINGS LIKE TAIL PIECE, NUT BOLTS, RUBBER PACKING ETC. AT DELIVERY SIDE OF PUMP CONFIRMING IS:5312(PART1):2004 OR LATEST 4 SITC OF CAST IRON BUTTERFLY VALVES (SIZE 300 MM ON DELIVERY SIZE OF PUMP) PN1.0 RATED AS PER IS :13095:1991 5 SITC OF EXPANSION/DISMANTLING JOINTS OF SUITABLE SIZE ON THE SUCTION & DELIVERY SIDE 6 SITC OF 10 HP VACUUM PUMP WITH ASSOCIATED PIPING 7 FOR 05 CUSEC PUMPSET 8 SITC OF CAST IRON (IS:210FG200) 250 MM SLUICE VALVE WITH STAINLESS STEEL SPINDLE AS PER IS:6603 & LEADED TIN BRONZE PARTS AS PER IS:318 CONFIRMING TO IS14846:2000. PN: 1.0 WITH WHEEL. END FLANGED & DRILLED AS PER IS 1538 BODY TESTED TO 15KG/CM2 SEAT TESTED TO 10GK/CM2 INCLUDING ALL FITTINGS LIKE TAIL PIECE, NUT BOLTS, RUBBER PACKING ETC. AT SUCTION & DELIVERY SIDE OF PUMP 9 SITC OF CAST IRON 250 MM NON RETURN VALVE PN 1.0 CL BODY & WEDGE, BODY RING: LEADED GUN METAL INCLUDING ALL FITTINGS LIKE TAIL PIECE, NUT BOLTS, RUBBER PACKING ETC. AT DELIVERY SIDE OF PUMP CONFIRMING TO IS:5312(PART1):2004 OR LATEST 10 SITC OF CAST IRON BUTTERFLY VALVES (SIZE 250 MM ON DELIVERY SIZE OF PUMP) PN1.0 RATED AS PER IS :13095:1991 11 SITC OF EXPANSION/DISMANTLING JOINTS OF SUITABLE SIZE ON THE SUCTION & DELIVERY SIDE. . 12 INSTALLATION, TESTING AND COMMISSIONING OF UMPSET 10 CUSEC(01 NO AND PUMPSET0 5CUSEC (02 NO )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
37.
Shipping #10313169 Price Bid
Tender For Construction Of Cbse School Building In Jnpa Township.; Design, Engineering, Procurement, Construction, Finishing, Testing, Commissioning and Handing over for:• Construction of CBSE School Building Campus in JNPA Township including School Building, Gate Complex, ancillary buildings like waste composter room, service staff restrooms, students’ refreshment rooms, outside open kitchen with shade.• Bus Bay, Parking for Auto, parking for 4-wheeler, 2-wheeler, cycle stand, plinth protection, compound wall all around campus & around building and Gates etc. • All Structures shall be earthquake resistant structure including proof checking of structural design from IIT Mumbai/VJTI Mumbai.• Dismantling and demolishing of existing left out structures in foundation and above plinth of existing demolished buildings/boundary wall drains etc. and disposal of materials including all leads and lifts. • Buildings shall be including all civil works with Overhead Tank and underground sump as per the capacity of building including future provisions. • Finishing, external & internal electrical works, roof top solar panel system, external and internal plumbing, water supply and sanitary installations, CCTV, LAN, lifts, fire detection and alarm, firefighting system, landscaping, tree cutting, tree transplanting including transportation, additional tree plantation as per norms and requirements, external development, site levelling like cutting and filling for undulated area, soil retention, roads, CC pavements, and pathway, kerb stones, sewage network connected to STP, filtered water supply, garden irrigation system, separate piping arrangements for treated water, storm water drains, street lightning, rain water harvesting system and associated drainage/channel work required.• Extension of all service lines from source of local bodies/existing facilities to desired place, rising mains, DG Sets, UPS, STP, HVAC works, statutory approval preconstruction, during construction and post construction etc. • All work shall be as per scope of work, Design Basis Report (DBR), Technical Specifications, Tender Drawings and conditions elaborated in this tender document, Maharashtra Schedule of Rates Standards/CPWD standards, GRIHA 2019 Standards, ECBC Guidelines, Harmonized Guidelines & Standards for universal Accessibility in India, CBSE norms etc. latest revisions. • In addition to above, the scope of contractor also includes preparation and submission of basic layout plans for services showing all required MEP, Firefighting services, infrastructure services like water, power LAN etc, and same shall be provisioned in building as per approved drawings. • Please note the water supply, internal & external drainage, power infrastructure, conduits, LAN, Building Management Services is included in scope shall be designed and provided considering all present and future expansion. • Obtaining minimum GRIHA- 3 Star rating is included in the present scope of bidder and no additional cost will be entertained for this. Contractor must strictly adhere to the requirement of GRIHA certification for obtaining minimum GRIHA 3 Star rating. • No additional cost shall be entertained due to separate land parcel for the project inside JNPA Township premises. • The responsibility of Topographical survey, survey, soil investigations, designing, planning, procurement, construction, safety, quality, testing requirements as per standards/codes/GRIHA etc lies with the Contractor.• All necessary approvals from local bodies/CBSE Board/GRIHA and their liasioning work applicable to project and risk of engineering lies with the Contractor. Refer complete bid document for detailed scope of work.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 13
Maharashtra View Result →
38.
Drinking Water Supply and Sanitation #10279059 Price Bid
Tender For Rehabilitation Improvement And Basic Facility Of Parbati Dam District Dholpur. - 5.1.2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 2 Dismantling doors, windows and clear story windows (steel or wood) shutters including chowhats, architrave and holdfastsetc. Complete and stacking 50 m lead of area 3 square meter and below 3 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 5 to 10 m depth 4 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.Welded mesh 50 x 50mm x 16 gauge 5 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 6 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, 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 . WITH 225 mm sweep 7 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. withStainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively 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 . 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 8 Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 1.5 TR ISEER not less then 3.8 9 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Superstructureincluding curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:4 10 Add extra over item No. 18 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers. 11 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 10 to 15 m depth 12 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel 13 11.5.4Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 15 to 20 m depth 14 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means 15 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 20 to 25 m depth 16 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 17 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. Beyond 25 m depth 18 Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8- 10 tonne capacity, finished to required level and grades.)(I)a Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder 19 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 20 Providing and laying premix seal coat using hot mix plant and paver finisher with aggregates of 6.7mm size defined as 100% passing through 11.20mm sieve and retained on 2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen including preparation and transportation of mix, spreading, laying and rolling etc. complete in all respect including cost of binder.(ii) Bitumen grade VG30 @ 4.50% 21 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth 22 dismantling roofs with care including stacking of serviceable material and disposal of unservicable material within 50m lead for lime terrace 23 Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. 24 dismantling stone slab roofing over wooden karries or RCC battens ( dismantling karries and battens to be paid for separately) including stacking of servicable material and disposal of unservicable material within 50 m lead 25 11.7Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost ofequipment, compressed air and etc. complete. 26 Dismanling old plaster or skirting , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead 27 11.8Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. 28 Dismantling flooring with care including stacking of servicable material and disposal of unservicable material within 50 m lead for: cement concrete flooring 29 5.16.1Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m 30 Supply and fixing of steel doors, with frame of hollow metal pressed section 105×60 mm as per I.S.I 1.25mm thick with double sheet shutter 1.00 mm thick M.S. sheet tospot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15×3mm), M.S. oxidized fittings such as butt hinges sliding door bolts, handles, tower bolts etc. complete in all respect as per drawing and specifications including applying priming coat of approvedsteel primer 31 11.10Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete 32 Earth work in excavation in foundation trenches or drains including dressing of sides & ramming of bottoms , lift up to 1.5 m including taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within lead of 50 m : all kind of soils 33 11.9Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) 34 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: M10 grade nominal mix (with graded stone aggregate 20mm nominal size (P.C.C. in foundation) 35 16.33Exploratory vertical drilling of bore holes 150 mm dia through all kind of soils with the adequate / suitable equipments, tools and tackles for depths mesured below existing ground level including mobilization, setting up boring rig, shifting of rig from 1 bore hole to another and demobilization of the same 36 Random Rubble Stone masonry for superstructure above plinth level one storey height above 30 cm thick walls in: cement sand mortar 1:6 37 16.32.3Boring NX dia (54.7 mm dia), hole with diamond coring bits including taking out of core and arranging etc. core in proper order in core boxes including cost of core boxes. as per relevant I.S. code of practice. These rates are including Mobilization & demobilization of Rig. In sand stone and harder variety of lime stone 38 Filling available excavated earth ( excluding rock) in trenches ,plinth side of foundation etc. in layer not exceeding 20 cm. in depth , consolidating each deposited layer by ramming amd watering including lead up to 50 m and with all lift 39 5.1.3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 40 Brick masonry in foundation and plinth with bricks of class designation 75 in: cement mortar (1:6) (1 cement : 6 coarse sand) , add extra for superstructure upto third storey 41 10.1.1Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid massconcrete) 42 Providing and laying in position specified grade of cement concrete for RCC structural element upto floor three level including curing , compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of shuttering , centering and reinforcement for: Beams, suspended floors, roofs, girders having slopes up to 15degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircase and spiral staircases : M20 grade nominal mix/design mix Desc/Location Nos L B H 43 9.8.3Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm 44 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of column etc up to plinth level 45 9.6.4Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm 46 P/F steel reinforcement for RCC work including cutting bending placing in position and binding complete including cost of binding wire in foundation raft footing step beams base of columns etc. upto floor three level .: Hot rolled deformed bar (IS : 1139) 47 7.1.2Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 48 PLASTER (Ceiling) 6 mm thick. Cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) 49 8.13.2Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sandmortar 1:4 50 PLASTER (Internal) Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. 51 5.9.1Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 15cm 52 Painting with enamel paint of approvd brand and manufacture to give an even shade : Two or more coats on new work 53 18.17.2Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 54 Granding for roof water profing treatment with cement motor 1:4 (1 cement : 4 coarse sand) 2 inch thick 55 18.28.1.2Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458- 2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3 56 Polished Blue kota stone flooring Skerting, Laid over 20 mm thick base of cement mortar 1:4 and jointed with Grey cement Slurry to match of 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 57 11.19Reaming, redrilling and pressure jet flushing of foundation holes of NX size, in the drainage gallery of dam, using diamond drill bit of suitable size, diamond reamer shell with using hydraulically operated rotary core drilling equipments, rods of suitable length to specified depth, fixing PVC pipes with caps, including cost of materials, hire charges of equipments, fuel, labour with all leads and lift etc. complete as directed by Engineer in Charge 58 Providing brick kharanja in cement sand mortar 1:4 in square pattren over roof of ground floor (75 mm to 100 mm thick avarage) Add for if cement mortar 1 : 4 is used instead of lime sand mortar 1 : 2. 59 18.50Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste materialoutside adits in specified location as directed etc., complete with all leads and lifts. 60 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 20 mm thick Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 61 9.8.4Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm 62 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4 ralthal, stone kharanja, lime terracing 90 mm avarage thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 per specification for span:above 3.00 metre and upto 3.30 metre. 63 10.1.3Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 64 Providing and fixing T-iron frame for doors windwos and ventilators of mild steel tee-setions, joints mitred and welded with 15x3 mm lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 200 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butts hinges and screws and applying a priming coat of approved quality 65 10.9.2.2Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leadsand lifts using. Tor or ribbed bars (IS :1786-1985) 66 window:Providing and fixing Ms sheet double leaf doors shutter in angle iron frame 35x35x5 mm suitabilly digonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of engineer incharge. M.S. Sheet 20 SWG 67 10.9.1Labour charges for steel reinforcement including bending, binding, and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts. 68 Doors:-Providing and fixing M.S. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5 mm siutabilly diagonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chokhats: including two coats of anit-corrosive red oxide primer paint. M.S. Sheet 22 SWG 69 10.10.2Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. 70 Supplying & fixing fixed wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section by metal beading 20X3 with suitable screw at not exceeding 150 mm distance 71 5.8.1Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicabletaxes and levies etc. complete in all respect Earth / Soil 72 Providing and fixing square bars or other flat welded to window ventilators etc. 10mm x 10mm 73 5.18.2.2(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 74 Polished blue kota stone flooring skirting laid over 20mm thick base of C.M. 1:4 and jointd with grey cement slurry to match the shade of the slab including rubbing & polishing complete: for area of each slab from 901 to 2000 sqcm (a) 25mm thick slab 75 5.9.2Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm 76 Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 77 5.10.1Beyond initial lead of 50 m & upto 250 m 78 Finishing wall with water proofing cement paint of approved brand & manufracture and of required shade to give an even shade including all scafolding new work (three or more coats) 79 5.30Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 80 White washing with lime to give in even shade including all scaffolding on new work (three or more coats). 81 5.31.2Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filterBroken ballast 20 to 40 mm size 82 P & F rigid PVC pipe (IS 4985 Mark) Class 2nd / (4 kg / sqcm) approved quality / Make including jointing the pipe with solvant cement rubber ring and lubricant 110 mm dia. 83 11.14Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure 84 PVC bend 110 mm 85 37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. 86 Pointing on stone masonry in lime sand mortar 1:2 (1 lime putty : 2 sand) : Raised and cut pointing 87 11.18Add extra over item No. 16 &17 for each subsequent height 3.00 m or part there-of above initial lift of 5 m from ground level (upward or downward) 88 P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia 89 12.30.3Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Tefloncladded 90 P&F Indian type white glazed vitreous china Ist 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 : size530x410 mm 91 12.40Labour charges for removal of existing wornout/damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber sealinsertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 92 P & F WVC wash basin (Ist quality, I.S. : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm 93 12.38Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete. 94 P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall A (i) 15 mm dia nominal bore 95 5.28.1Watering of earth including cost of carriage of water when source of water is up to 1 Km 96 Painting with enamel paint of approvd brand and manufacture to give an even shade : One or more coats on old work 97 12.39Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 98 P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm 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 : 300 litre capacity. 99 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.Beyond 1.5m height 100 P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore 101 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.upto1.5m height 102 P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm 103 18.13Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material 104 P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore. 105 12.37Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete, which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge 106 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, 20 mm thick insider plaster in cm 1:6 , finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earth work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. inside size 300 x 300 mm depth up to 0.5 m cement cover with frame. 107 12.4Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets,wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator includingcost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 108 Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep 109 11.13Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. 110 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13753 colour such as white, grey, ivory, fume red brown, light green, light blue and other lightshades in floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category-A : Kajaria, Jhonson, Somani make 111 12.52.1.11Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb type of Size 75mm 35mm x 10 mm 112 Add extra over item No 7.6.1 and 7.6.2 for using 400x400mm size MAT finished tiles inplace of 300x300mm size 113 12.52.1.9Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm 114 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. doors 115 12.49.2Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Materialfor vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm 116 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded incement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, ormetal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steelhandles and peg stay etc. as required.windows sidehung(openable) 117 5.33Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 118 Distempering with oil bound washable distemperr of approved brand and manufacture to give an even shade including all scaffolding : old work (one oe more coats) including scrapping surface and necessary repairs (a) colour change 119 12.36Operation of vertical / radial gates, hoist operation, stop log gates, Gantry Crane, mono rail etc. at Dams for all seasons round the clock whenever required, as per direction of Engineer in-Charge, by providing sk illed & semi skilled staff well conversant with the work of operation of gates as well as meet out all types maintenance & repair work of gates whenever required in any emergency during operation of the gates including deployment of Chowkidar at gate section of the Dam 120 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and includingscrapping and priming coat with cement primer 121 5.2.2Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard rock not requiring blasting 122 P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore 123 18.1.2Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 124 P&F sand cast iron (S.C.I.) Pipe (IS:1729 mark) of approved make in wall in floor with MS holder bat clamps in 10X10X10 cm. M15 grade concrete block joints filled with CM 1:4 with spun yard including cutting holes and making good the wall.150mm dia. 125 17.5.2Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 126 P&F SCI fittings (IS1729mark) in CM 1:4 spun yarn150mm w/o door Bend 127 5.2.3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting 128 spray painting with flat wall paint of approved brand and manufacture to give an even shade : two oe more coats on new work including priming coat of distemper primer of approved brandand manufacture 129 11.2.1Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth 130 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 131 11.2.2Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m depth 132 S&Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steelenclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . 32 A, Four poleF following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according toIS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 133 2.9.2Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost ofempty begs). 134 S&PP & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSRroviding & Fixing of ISO certified company made off load change overswitch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in thefollowing rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 32 A, Four poleFfollowing sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 6.4 mmthick 135 10.2Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove 136 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure Aattached with this BSR 9 mm thick 137 11.1.1.1Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth 138 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimumphase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR (a) 6 Amp to 32 Amp rating 139 5.35.3Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing ofvoids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) 140 Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm 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 coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :1.60mm thick 141 11.1.2Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete 142 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDAaccrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Triple pole MCB 50/63 A rating 143 11.1.3Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. 144 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR (c) Double pole MCBS of 50 AMP to 63 AMP 145 12.7Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated rope drum hoist according to relevant IS code, consisting ofhoist platform bridge, rope drums, connecting shaft, gear system unit, pulleys, wire rope, Gate position indicator, manual operation system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials. 146 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 4 way Metal door (single phase) 147 12.1.1Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thicknessof 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings 148 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (metal / Glazed )Distributio board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR 12 way Metal door (single phase) 149 18.49Under water videography of dam body & its appertunance i.e gates, under sluice, emergency gate grooves clearly showing location defect area or area of interest indicatingcondition from all possible angles and special focus on damaged portions complete in all respects upto the satisfaction of Engineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy 150 Providing & fixing in position frame made out of MS angle (riveted or welded) finished with two coat of red oxide and enamel paint of following size as required 38*38*6 mm 151 12.8.1Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate positionindicator, plumber block, couplings with all required accessories for operating Head/cross/escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding, transportation charges for structural steel components and other materials. 152 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. systemlumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintanedtill life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing 153 5.15.1.1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all typessoils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 154 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating ,minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole 100/300 mA sensitivity 40 A rating 155 7.1.3Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation includingcuring with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 156 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulationPVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parametersof product / work refer Annexure A attached with this BSR 1 *2.5 sq.mm 157 9.3.1Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing withrendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 150 mm 158 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own inhouse NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 1*6.00 sq.mm 159 7.10.2Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materialsincluding curing etc. complete. In cement sand mortar 1:4 160 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron crosshead and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge.For additional technicalparameters of product / work refer Annexure A attached with this BSR. Stay set of dia 16mm,1.8m long stay rod and anchor plate 300 x 300 x 4.0 mm 161 5.26Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. ifrequired including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete 162 Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing 163 8.2.1Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm 164 Supply and fixing of LT porcelain pin insulator as per IS 1445-1997 and as per Discomsstandard specifications,suitable for working voltage 1100 volts including all accessories like MS Forged GI LT Pin confirming to IS:7935/1975 (latest amended) Nut, Bolt etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 100 mm x 70 mm 165 10.1.110.1 Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility ScaleSolar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR,showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed towithstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of more than 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in stringlevelmonitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive.The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.10.1.1 Solar panels up to 10 KW at a single location. 166 Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure Attached with this BSR 30 Sqmm of (6+1) 2.59mm (Weasel) 167 16.12Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection ofdata, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawingsin appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable 168 Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fireresistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR 169 16.14.1.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, develo ping L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) L-section of Dam/ Canal (ii) InPlain area - Levels for L-section to be taken at interval 30 meter. 170 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . Suitable for 2 LED Tube shape fixture for single rod 171 16.14.2.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) X-section of Dam/ Canal(Total length of X-section shall be measured) (ii) In Plain area - Levels for X-section be taken at interval 5meter 172 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B classwatering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lidsuitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternatelayers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter inmeasurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 173 16.10Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPSinstrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves andtables. 174 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 175 16.6.1Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department 176 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I 62.5 KVA at 0.8 pf 415V 50Hz 3-ǿ 177 16.6.2Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department 178 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter& Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults,UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturershall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ wo rk , refer Annexure A attached with this BSR . 50 to 82.5 kva 179 5.10.4Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR i- shortpoint (upto 3 Mtr) 181 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ii - Medium point (upto 6 Mtr) 182 11.5.1Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 183 Structural steel work riveted or bolted 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 above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. 184 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR iii - Long point (upto 10 Mtr) 185 Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVCinsulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & its ISI marked (IS:3419-1988)accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy /Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR :on board 186 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2,low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 40A rating 187 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fanhook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 188 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirementslaid 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 additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 189 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial gradePolycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR . 190 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure A attached with this BSR 191 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI>70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 watt 192 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR : 4.8 mm thick 193 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brassterminal & captive screwsincluding 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 194 providing of 18mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 195 Chair type 7 {Revolving chair medium back, support backrest symmetrical lumber support, back cover mesh fabric) (inclusive all taxes) 196 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 197 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up theinterstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete : Crusher broken Grade II (63-45 mm) 198 Providing and laying lean cement concrete 1:4:8 in 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 concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specificationincluding all material, labour, machinery, lighting, guarding and maintenance of diversion 199 Chair type 4 {chair type with arms,frame type 4 legs,castors without (inclusive of all taxes)} 200 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-25 201 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driver Efficiency >85% , THD(I) <10% , driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be rovided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K ±355K. Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow raceability/authenticity. Fixture shall be IS 10322 Complianced. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures . (LM79/LM80) certificate/report with liable warranty of product/accessories from OEM shall be submitted . All as per approved by Engineer In charge . for additional technical parameters of products/works . High Power LED Flood 202 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S tube 203 Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. 4 meter 204 Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work . Double arm overhang 205 providing of 24 mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 206 Supply installation testing & Commissioning of ISO certified company made high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 –2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, inte gral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, S.S. ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. ( See table P - 03 for specs.) OEM must have type test certificate for wind tunnel test for high mast fixtures , complete in all respect .All asper pre approved by Engineer in charge ,for additional technical parameters of products/work. 16.0 Mtr HM(in 2section) 207 Labour charge for removing old wire ropes and fixing of new wire ropes with all accessories and T&P etc complete 208 oiling & greasing of gantry crane on Parbati Dam Which includes complete Removal of all old worn out & broken down parts, cables, connections etc complete checking of all copper wiring, all wiring & connections control panel , all switches etc complete with all material , labout, T&P and lead and lift complete in all respect 209 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 approvedbrand or manufacture 210 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. : 80mm thick 211 Table type 3 (storage provided one side,length of table top-1200 mm, depth of table top-600 mm) 212 Providing sofa set(Frame covering fully upholstered, Total No of seats in sofa set -4, covering material for seat and back rest-leatherite) 213 Table type 5 (seating capacity - 8 seater, width in mm -1200, Length in mm - 2400mm, shape of table top Rectangular , height in mm - 750 mm ) (inclusive all taxes)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
39.
Shipping #10277607 Price Bid
Tender For Renovation Of North Wing Of Ship Building Complex.; 1 Providing and fixing temporary fencing using green net in two layers of ht approximately 300-350cms fixed on vertical posts and horrizontal members using pipes /square tubes properly fixed using welding to line and level and fixing green net using GI wire /ties at locations pointed out by the engineer in charge and removal of the same after the completion of work (material shall be taken back after the completion of work ).Rate including costs of all materials, labour etc complete . 2 Demolishing R.C.C / P.C.C work manually / by mechanical means including stacking of steel bars,breaking in to small pieces (approx 15cm) and disposal of unserviceable material within 5km lead as per direction of Engineer-in- Charge, including all labour,other incidentals, hire for tools and plants etc complete. 3 Demolishing brick work/solid block manually / by mechanical means including breaking into small pieces and disposal of unserviceable material within 5km lead as per direction of Engineer-in- Charge, including all labour,other incidentals, hire for tools and plants etc complete. 4 Dismantling and removing tiles setincement mortar in floor including cleaning and stacking, serviceable materials and removing the debris within 5km lead as per direction of Engineer-in- Charge, including all labour,other incidentals, hire for tools and plants etc complete. 5 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish within 5Km lead as per direction of Engineer-in- Charge, including all labour, scaffolding,other incidentals, hire for tools and plants etc complete. 6 Dismantling, removing and loweringwooden frame work, wooden partition, planked sheeting , cladding, or other partitions stacking serviceable materials & removing the unserviceable material within 5km lead asper direction of Engineer-in- Charge, including all labour, scaffolding, other incidentals, hire for tools and plants etc complete. 7 Dismantling AC sheet ceiling including suppports up to height of 5metres including conveying and stacking the dismantled materials at the places pointed out by the Engineer-in-charge. Rateincluding all labour, scaffolding, other incidentals, hire for tools and plants etc complete. 8 Dismantling doors,windows ,ventilator (steel or wood) shutter including chowkhats,architrave,hold fast etc. complete and stacking at the places pointed out by the Engineer-in-charge. 9 Providing Form work,Centering and shuttering including strutting, propping using shuttering sheet,supporting beams, supporting jacks,wooden planks and other incidentals etc. including removal of formwork after completion of work and clearing all materials and cost and conveyance of all materials labour etc 10 Dismantling of flushing cistern of all types (CI/PVC/Vitrious China),wash basin, kitchen sink, urinal pans of all sizes . 11 Dismantling of flushing cistern of all types (CI/PVC/Vitrious China),wash basin, kitchen sink, urinal pans of all sizes . 12 All valves up to 65mm, stop cocks and taps, shower roses, Mirrors, soap trays, towel rods,health fauset of all sizes etc. 13 Dismantling the G.I/PVC pipes of any diameter (with specials and other fittings) from wall/floor including cutting and disposal of dismantled materials at the places pointed out by the Engineer-in-charge. 14 Supplying, fabricating and placing in position steel reinforcement of grade Fe-500D to size and shape including cost and conveyance of all materials, labour for uncoiling, straightening, cutting, bending, binding, lapping or welding etc. complete including cost of reinforcement. (Rate is inclusive of cost of 22g binding wire.) 15 Providing and laying Reinforced cement concrete 1:11/2:3 using 20mm I.S. nominal size hard granite broken stone forthe following items including cost and conveyance of all materials, labour for mixing, laying, consolidating, curing, cost of form work etc. complete, excludingcost and fabrication charges of steel reinforcement etc. 16 Providing and layingcement concrete 1:2:4 using 20mm I.S. nominal size hard granite broken stone including cost and conveyance of all materials, labour for mixing, laying, consolidating, curing etc. complete. 17 Supplying, fabricating and erectingof mild steel tubular (round, square and rectangular hollow tubes) of any size and weight by straightening, cutting and welding using as per approved drawing or as instructed, erecting in position to line and level by welding/bolting embedding in concrete including applying one coat of zinc chromate primer & two coats synthetic enamel paint, hire charges for tools and plants,scaffolding, cost of electrodes, wastage, other incidentals etc. complete all as directed by the Engineer-in- charge. 18 Supplying, Fabrication of all types of structural steel works by straightening,cutting,welding & painting with aluminium paint on all types of steel sections plates,flats of any size and weight as per approved drawing or as instructed,erecting in positionto line and level by welding/bolting embedding in concrete including hire charges for toolsand plants, scaffolding, cost of electrodes, other incidentals etc. complete all as directed by the Engineer-in-charge. 19 Providing and constructing 30x20x15 cm or nearest available size solid concrete block masonry in CM 1:5 in walls of superstructure work , using best quality solid concrete blocks including cost & conveyance of all materials, scaffolding, curing, racking joints, watering, labour, delivery, handling, unloading, storing of all materials, wastage, return of packings, etc complete as directed by the Engineer - in - charge. 20 Providing and constructing 30x20x10cm solid concrete block masonry in CM 1:5 in walls of superstructure , using best quality solid concrete blocks including cost & conveyance of all materials, scaffolding, curing, racking joints, watering, labour, delivery, handling, unloading, storing of all materials, wastage,etc complete as directed by the Engineer - in - charge. 21 Providing and laying autoclaved aerated cement blocks masonry with 150mm or nearest available size thick AAC blocks in super structure above plinth levelwith RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). 22 Plastering with CM 1:4, 12mm thick floated hard and trowelled smooth for walls including watering, curing, cost and conveyance of all materials and labour charges ,scaffolding, handling, unloading, finishing,casing made in the wall for electrical / plumbing works other incidentals etc complete. including costs of cement. 23 Painting on walls with two coat ofinterior emulsion paint of premium quality and colour over one coat cement primer after rubbing and cleaning the surface using wire brush, sand paper etc. wherever required including cost and conveyance of all materials, labour,scaffolding other incidentals etc. complete. 24 With one coat of putty 25 Without putty 26 Painting on new wallswith two coats of Premium quality exterior emulsion paint of approved brand and colour over one coat of cement primer after rubbing and cleaning the surface using wire brush, sand paper etc. wherever required including cost and conveyance of all materials, labour, scaffolding other incidentals etc. complete. 27 Providing and laying water proofing treatment inbathroom / toilets etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints,corners, junctions of pipes and masonry with polymer mixed slurry. 28 Providing and laying double charge glossy vitrified floor tiles not less than 600 x 600mmsizeof approved make, in all colours and shades, laid on 20mm thick bed of cement mortar 1:3 jointing with grey cement slurry @ 2.2kg/m2 including grouting the joints of tiles having joints of 3 mm width, using epoxy grout, including filling/grouting, finishing etc complete as per direction of Engineer - in -charge. (Basic rate of tile = ₹565/m2 excluding GST) 29 Providing and laying approved type Step Tiles(Restile/khajaria or equivalent ) of size 900x300mm or nearest available size as approved by Engineer in Charge, set in CM 1:3 20mm thick and adding necessary cement grout for the proper binding of the tiles to line and level, pointing the joints with coloured cement to match with the tiles including cost and conveyance of all materials, labour other incidentals etc. complete,including cost of cement. ( basic rate of tile is Rs. 1400/m2 excluding GST) 30 Providing and laying double charge glossy vitrified floor tiles not less than 600 x 600mm sizeof approved make, quality and colourafter clearing the floor properly by pasting with chemical adhesive Cerabond/Myk or equivalent and pointing the joints of tiles having joints of 3 mm width, using epoxy grout, including filling/grouting, finishing etc complete as per direction of Engineer - in -charge, including skirting (Basic rate of tile = ₹565/m2 excluding GST) 31 Providing and laying ceramic anti-skid floor tiles not less than 300 x 300mm size of approved make, in all colours and shades, laid on 20mm thick bed of cement mortar 1:3, jointing with grey cement slurry @ 2.2kg/m2 including grouting the joints of tiles having joints of 3 mm width, using epoxy grout, including filling/grouting, finishing etc complete as per direction of Engineer - in -charge. (Basic rate of tile = ₹546/m2 excluding GST) 32 Supplying and laying glossy/matt finished vitrified wall tiles not less than 450 x 300mm size of premium quality of approved make ,quality and colour for dadoing by pasting with chemical adhesive Cerabond, Myk or equivalent and pointing the joints of having joints of 3mm width,using epoxy grout,filling/grouting, finishing, cost and conveyance of all materials labour other incidentals etc. as per the direction of Engineer-in-charge(Basic rate of tile Coloured Tiles Rs. 527/m2 Excl. GST) 33 Providing & installing to true line and level commercial type Suspended Modular Ceiling suspended using suitable support system at every 1200mm intervals. Grids width: 24 mm finished in approved shade. The main runners & cross Tees to have stab installation system made of corrosion protected galvanized steel or approved equivalent. Ceiling tiles are tegular edgedCalcium Silicate ceiling tile of size 595x595x15mmtk. GI sections for use as Main Runners are 24 x 38 x 0.30 mm, Cross Tees are 24 x 25 x 0.30 mm, and Wall Angles are 24 x 24 x 0.40 mm and GI supports (GI sections can be changed to higher sections having same or greater thickness to suit the site conditions). False Ceiling will be measured on horizontal Plane only. Horizontal Plane measurements are to be inclusive of vertical drops, edge mouldings, fascias etc.. Rate quoted to include cost and conveyance of all materials, all cut outs required for light fixtures, labour cost, hire charges of equipments, consumables, scaffolding cost, other incidentals etc. complete. 34 Providing and fixing in position half glazed partition using 63.5 x 38.10 x 2mm thick or nearest available size powder coated aluminium rectangular sections of approved quality and shade panelling with 8mm or nearest available thick laminated particle board and 5mm thick plain glass fixed with necessary EPDM beading including cost and conveyance of all materials, labour as per direction of Engineer-in- Charge complete. 35 Providing and fixing in position aluminium partition using 63.5x38.10x2mm thk or nearest available size powder coated aluminium rectangular sections of approved quality and shade panelling with 8 mm thick laminated particle board fixed with necessary EPDM beading including cost and conveyance of all materials labour etc.complete. 36 Providing and fixing in position powder coated aluminium single leaf door with outer frames of size 63.5mm x 38.1mm x 2mm or nearest available size all round, vertical styles & top horizontal member of size 47mm x 44mm x 2mm, bottom horizontal member of size 95mm x 45mm x 2mm of superior quality powder coated aluminium sections panelled with 5mm thick plain glass fixed with EPDM beading between panel and aluminium frame on all faces and glass fixed at a height of 1m from the top. Bottom half with8mm thick particle board of height 1.2m from bottom frameincluding cost and labour charges for all materialsand fixing etc., complete. The door is to be provided with 1no. door lock,2 nos anodized aluminium handles 150mm or nearest size one on each face ofdoor shutter, 1no of door closer of approved make. 37 Providing and fixing in position powder coated aluminium single leaf door with outer frames of size 63.5mm x 38.1mm x 2mm or nearest available size all round, vertical styles & top horizontal member of size 47mm x 44mm x 2mm, bottom horizontal member of size 95mm x 45mm x 2mm of superior quality powder coated aluminium sections panelled with 8mm thick particle board fixed with EPDM beading between panel and aluminium frame on all faces and the powder coated aluminium divider section fixed at the mid height including cost and labour charges for all materials and fixing etc., complete. The door is to be provided with 1no. door lock,2 nos anodized aluminium handles 150mm or nearest size one on each face ofdoor shutter, 1no of door closer of approved make. 38 Providing and fixing Aluminium openable ventilatorusing powder coated Aluminium frames of approved quality and shade using 63.5x 38.1x 2mmsizeand shutter frame50x20x1.5mm or nearest available sections aluminium Sections & 4mm thk.Plain glass ,EPDM beading,locking arrangements including cost and conveyance of all materials labour,all other incidentals etc.complete. 39 Providing and fixing in position fully glazedaluminium super sliding window/ventilator with lock system,powder coated aluminium heavy section with sliding shutters using following sizes or nearest available size63.5 x 31.75 x 1.60 mm for frames, 38.10 x19.5 x 1.60mm for shutter interlock, vertical and horizontal and plain glass 4mm thickincluding all fixtures like hinges, locking arrangements, handles, EPDM beadings etc including cost and conveyance of all materials labour, other incidentalsetc. complete. 40 Supplying and fixing FRP doors with frame work having 1.5mm thick FRP skin moulded with the core material forming a sandwich panel. Necessary wooden supports are to be provided for fixing the accessories such as 100 mm SS hinges 3 nos, 100mm SS tower bolt 1nos, 150mm SS aldrop 1nos, 125mm aluminium handle 2 nos, door stopper, door closers with necessary screws and grips including the cost and conveyance of all materials above mentioned fixtures, labour and all other incidentals etc as per direction of Engineer-in- Charge, including all labour,other incidentals, hire for tools and plants etc. complete. 41 Providing and fixinghigh quality threaded bolts M12x145 mm with nuts & washers to line and level in existing reinforced concrete member using chemical (resin) anchor Systems such as HST-165 of HILTI make or equivalent, including drilling holes of required diameter and depth, injecting the chemical by dispenser, cost of chemical ,scaffolding, all tools and tackles, etc complete as directed by the Engineer -in-charge. 42 Drilling holes for M12 bolt -hole 14mm dia x 100mm deep ,injection of chemical resin and fixing of bolt 43 Supplying and pasting sun control film to the shutter of glazed doors/windows/partitions after cutting to the required size including cost and conveyance of all materials labour other sundaries etc. complete all as directed by the Engineer-in-charge. 44 Providing & fixing in position manually operated Roller Blinds of approved shade and colour with good quality fabric including cost and conveyance of all material all labour,other incidentals etc. complete. 45 Glass Partition :- Supply and installation of full height straight glass partition 12mm thick toughened glass using SS glass patches ofapproved make at bottom and top. The glass to glass joints, glass to wall shall be filled with silicon sealant on both side . Rate shall include for providing transport charges, handling, loading and unloading, Installation, Providing cut out & holes on glass wherever required for the fittings, protecting the module and glass till handing over, testing, commissioning all necessary hardwares, scafolding, wastage etc. complete and all as per manufactures specification as directed Puma / Pekt 46 Providing and fixing 12mm frameless toughened openable pivot glass door with single panel along the glass partition with suitable SS handle, floor spring, and fixing the glass panels firmly using SS 304 grade approved make accessories, polishing all visible edges of the glass perfectly,and providing lock arrangement. Providing cut out & holes on glass wherever required for the fittings, lock, floor spring etc including cost & conveyance of all materials, installation charges etc complete. 47 Supplying, cutting, threading, laying and jointing rigid PVC pipes (Hycount or equivalent) including all specials such as tees, bends, elbows,reducers, plugs, etc. through walls/ concrete, making good the wall/ concrete after fixing using CM 1:3, taking connection from the existing water supply including cost and conveyance of all materials, labour, testing the line before embedding etc. complete excluding specials of 110 mm dia pipes. 48 20mm dia PVC pipe (10kg/cm2) 49 25mm dia (working pressure 10kgf/cm2) 50 32mm dia (working pressure 10kgf/cm2) 51 40 mm dia Pipe (working pressure 10kgf/cm2) 52 50 mm dia Pipe (working pressure 10kgf/cm2) 53 63 mm dia Pipe (working pressure 6kgf/cm2) 54 75 mm dia Pipe (working pressure 6kgf/cm2) 55 110mm dia - 6kgf/cm2 (Specials like bend /reducers / tee etc will be measured separately) 56 Supplying and fixing white European type Water Closetof approved quality at all floors with approved quality high level/low level PVC flushing cistern 10 L or nearest capacity, at all floors including cost of 15mm brass CP angle cock, seat cover, 15mm/20mm P.V.C connection,cost and conveyance of all materials,labour,other incidental charges etc. as directed by the Engineer on charge. etc. complete but excluding cost of cement. 57 Providing and fixing accepted brand of hand wash basin, ceramic type white of size 550x400 or nearest with half pedestal with 15 mm AC type sensor C.P. pillar tap including inlet/outlet fittings, waste coupling, sensor unit, cost &conveyance of all materials,labour for fixing &connecting other incidentals etc complete. 58 Providing and fixing white vitreous urinal basin of acceptable size and brand decided by Engineer Incharge with sensor operated (AC type) flush including cost & conveyance of all materials, installation, labour other incidentals, etc. 59 Supplying and fixing 750 x 320mm size or nearest size porcelin urinal partition of accepted quality, brand,white colour including cost &conveyance of all materials,labour etc complete as directed by the Engineer-in-charge. 60 Supplying and fixing the following water supply fitting(Cera/parryware/equivalent), including cost and conveyance,all labour for fitting,all incidental charges etc. completeall as directed by the Engineer-in-charge. 61 15 mm CP long body tap 62 Brass ball valve 50mm 63 Brass ball valve 40mm 64 40 mm dia Pipe (working pressure 10kgf/cm2) 65 50 mm dia Pipe (working pressure 10kgf/cm2) 66 63 mm dia Pipe (working pressure 6kgf/cm2) 67 75 mm dia Pipe (working pressure 6kgf/cm2) 68 110mm dia - 6kgf/cm2 (Specials like bend /reducers / tee etc will be measured separately) 69 110mm dia - 6kgf/cm2 (Specials like bend /reducers / tee etc will be measured separately) 70 Supplying and fixing following dia. PVC specials (Hycount or equivalent) of approved quality including cost and conveyance of all materials, labour, other incidentals etc.complete. 71 110 mm dia Door T 6 KG 72 110 mm dia Plain bent 6 KG 73 110 mm dia Plain tee 6 KG 74 110x75 Reducer 6 KG 75 110mm dia Y 6 KG 76 Supplying and fixing best quality approved brand PVC vent cowl 110mm dia with mosquito proof net covering at all height including cost and conveyance of all materials, labour, other incidentals etc. complete. 77 Supplying and fixing bevelled edged or plane edged coppered Black Mirror 600x450mmx5.5 thk or nearest available size Indian made glass with plastic sheet at the rear and fixing the same in position with necessary plugs embedded in CM and screwed into with CP fixing screws including cost and conveyance of all materials, labour, other incidentals etc. complete. 78 Supplying and fixing best quality Stainless Steelsoap dish of standardsizeincluding cost and conveyance of all materials, labour, other incidentals, plugs, screws etc. complete. 79 Supplying and fixing C P premium quality Coat Hook specified by engineer in charge, including cost and conveyance of all materials labour etc. complete. 80 Supplying and fixing CP towel rods of 20mm dia of450mm to 600mm long of approved quality, including plugs, screws, embedding the plugs in masonry/concrete in CM all as directed by the Engineer-in-charge. 81 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983with C.I. brackets and stainless steel plug 40 mm, including and brackets, cutting and making good the walls wherever required :Kitchen sink with drain board 510x1040 mm bowl depth 225 mm 82 Earth work in excavation in all kinds of soils by mechanical means (hydraulic excavator)/manual means lift up to 1.5m including dressing of sides, ramming of bottoms, dewatering, leading water into drains, getting out the excavated soil as directed, within 5km lead and backfilling. 83 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. 84 Shifting of following items including careful dismatling,packing,transportationfrom one office to another office at any where in CSL without damaging to the materials/adjoining structures etc at all heights as per the direction of the Engineer-in-charge.(Transportation of files,if any along with the furniture shall be done without any extra cost.All items will be will be packed with protective materials to prevent damage during shifting and appropriate handling equipment will be used for safety .) 85 Shifting of furniture, includes workstation (21 nos),executive tables (39 nos),chairs (112 nos),cupboard (35 nos) ,sofa set (9 nos) ,Teapoy (4 nos) ,rack (15 nos), stools (4 nos )and pantry items. Additionally electronic equipments such as computers,printers,projectors and other miscellaneous office.(Number mentioned are approximate ) 86 Dismantling of optimiser unit without damaging its components(39 unit , 3 bays ) 87 Assembling of old optimiser storageunit properly with safety arrangements and without damage .The optimser storage is placed according to the directions of theEngineer in charge. 88 Supplying and fixing 250mm diaPVC gutter at the eve of roof for collecting rain water including necessary elbow drop,end drop,open nosil, jointer and pathy clamp for holding gutterfixing to line and level cost and conveyance of all materials, labour, scaffolding etc. complete. 89 Supplying and fixingspine and fin based modular workstation of size 1200x600, with partition thickness as 52.4 mmthk and ht - 1200mm including powder coated aluminium trims. FIN:out of 22.5 mm thk panel formed out of blocks which are 18 mm thk PLB boards wrapped with fabric at intermediate level. Top block finished in fabric. Bottom block is finished in metal.Tiles on main spine: Combination of top tiles are fabric tackable/white board. Bottom tiles - Plain metal.Intermediate blockson main spine Intermediate blocks are given in Fabric finsh. Wire Management through main spine- Wires shall be taken into the system through cable ducts from the junction boxes and it is carried upto the panels through concealed conduits inside the blocks. legs - metal powder coated legs at the end and shared condition. System shall also have 120 mm high powder coated standalone panel legs to give the system an elevated look. Worksurface - out of 25 mm thk prelaminated particle board with flat pvc lipping edge banding of size 1200 mm w x 600 mm dPedestals- Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. CPU trolley - with castorsKBPT with mousetray - Metal 90 Supplying and fixing panel & tile based modular workstation of size1650x 750D,1200Wx450D with partition thickness as 52.4 mmthk and ht - 1200mm including powder coated aluminium trims.Tiles on main spine: Combination of top tiles are fabric tackable/white board. Bottom tiles - Plain metal. Intermediate blocks are given in Fabric finsh. Wire Management - Wires shall be taken into the system through cable ducts from the junction boxes and it is carried upt the panels through concealed conduits inside the blocks.Modesty panels with assembly leg- 25 MM THK PLB modesty has been given on the front of the main worktop which is attached to the partition on one end with gable end bkts and on the other end with metal powder coated frontier leg.legs - metal powder coated legs at the end and shared condition. System shall also have 120 mm high powder coated standalone panel legs to give the system an elevated look. Worksurface -Main table recta out of 25 mm thk prelam particle board with flat pvc lipping edge banding of size 1650 mm w x 750 mm d and ERU table recta of size 1200 mm w x 450 mm d. Pedestals- Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. CPU trolley - with castorsKBPT with mousetray - Metal 91 Supplying and fixingpanel & tile based modular workstation of size 1650x600 900x450 with partition thickness as 52.4 mmthk and ht - 1200mm including powder coated aluminium trims. Tiles on main spine: Combination of top tiles are fabric tackable/white board. Bottom tiles - Plain metal. Intermediate blocks are given in Fabric finsh.Wire Management - Wires shall be taken into the system through cable ducts from the junction boxes and it is carried upto the panels through concealed conduits inside the blocks.Modesty panels with assembly leg25 MM THK PLB modesty has been given on the front of the main worktop which is attached to the partition on one end with gable end bkts and on the other end with metal powder coated frontier leg. legs - metal powder coated legs at the end and shared condition. System shall also have 120 mm high powder coated standalone panel legs to give the system an elevated look. Worksurface -Main table recta out of 25 mm thk prelam particle board with flat pvc lipping edge banding of size 1650 mm w x 600 mm d and ERU table recta of size 900 mm w x 450 mm dPedestals- Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. CPU trolley - with castorsKBPT with mousetray - Metal 92 Supplying and fixingpanel & tile based modular of size1500W X 750D, Return side - 900W X 450D with partition thickness as 52.4 mmthk and ht - 1200mm including powder coated aluminium trims. Tiles on main spine: Combination of top tiles are fabric tackable/white board. Bottom tiles - Plain metal. Intermediate blocks are given in Fabric finsh. Wire Management - Wires shall be taken into the system through cable ducts from the junction boxes and it is carried upto the panels through concealed conduits inside the blocks.Modesty panels with assembly leg - 25 MM THK PLB modesty has been given on the front of the main worktop which is attached to the partition on one end with gable end bkts and on the other end with metal powder coated frontier leg. legs - metal powder coated legs at the end and shared condition. System shall also have 120 mm high powder coated standalone panel legs to give the system an elevated look. Worksurface -Main table recta out of 25 mm thk prelam particle board with flat pvc lipping edge banding of size 1500 mm w x 750 mm d and ERU table recta of size 900 mm w x 450 mm d.Pedestals- Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. Pedestals- Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1fileCPU trolley - with castorsKBPT with mousetray - Metal 93 Supplying and fixingdesk based modular workstationof size 2100W X 900D, Return side - 1200W X 600D with System ht - 750 mm.LEGS: Providing metal powder coated leg . Legs are for standard workstation height of 750mm Understructure Comprising of metal powder coated cross connectors between legs and legs. Made up of metal powder coated finish and the entire assemply is fixed to the worktop.wire managementFor 750 high - Standalone power box with wire riser have been considered. Access flapcover will be provided. Switch plate of (8+3 ) module is considered for Power and Data points. Metal modesty: Lazer cut perforated Metal modesty.Metal modesty are mounted on the worktop with the help of the modesty mounting bracketsModesty terminates at 400 mm from ground .WORKSURFACE - Out of 25 mm thk prelam particle board with flat pvc lipping edge banding of size 2100 mm w x 900 mm d for Main table, 1200 mm w x 600 mm d for Return unit.Pedestals- Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. CPU trolley - with castorsKBPT with mousetray - Metal 94 Supplying and fixingdesk based modular workstation of size 1800W X 750D, Return side - 1200W X 600D with System ht - 750 mm.Providing metal powder coatedleg . Legs are for standard workstation height of 750mm.understructure : Comprising of metal powder coated cross connectors between legs and legs. Made up of metal powder coated finish and the entire assemply is fixed to the worktop.Wire management For 750 high - Standalone power box with wire riser have been considered. Access flapcover will be provided. Switch plate of (8+3 ) module is considered for Power and Data points. Metal modesty: Lazer cut perforated Metal modesty,these are mounted on the worktop with the help of the modesty mounting brackets .Modesty terminates at 400 mm from ground.WORKSURFACE - Out of 25 mm thk prelam particle board with flat pvc lipping edge banding of size1800W X 750D, Return side - 1200W X 600DPedestals- Nova pedestal flat metal front, full ht free standing central locking of size 390 mm w x 435 mm d x 646 mm ht 3dr = 2box+1file. CPU trolley - with castorsKBPT with mousetray - Metal 95 Supplying and fixing conference tables of size 2100W X 900Dwithworktop ht - 750 mm. Legs has inclination in one plane. Leg has an extrusion cover made of Aluminum alloy which can have different color.Wire Management Single Power box (8M+3M & 8M+3M )with raiser and Soft closing dual access flap with brush. Worktop deatils 25mm thick prelaminated partical board with pvc lipping. 96 Supplying and fixingof Storage unit: MetalDoor with CAM Lock for 1200W* 1950H Product Size - 2 Doors (LH and RH) for 1200WFor 1200W storage-Each Door width 598W Construction & Material - Made from 0.6mm Thick CRCA (D Grade, IS-513) Soft closing Hinge Handle - Asthetically appealing handle made of Aluminum Cam Lock - -3 Way locking provision, Click action mechanism. ,Key removable in locked and unlocked positions.Zinc alloy die cast housing. Shelving - It is a 12 bend panel made of 0.7mm Thick CRCA (D Grade, IS-513)Each shelf has max Load Capacity of 80kg UDL for 1200W unit5 Nos. of fixed shelves for 2325(H)A4 size Box file (85Wx340Hx285D) can be stored vertically on all loading levels (Refer Sheet 4 of 17) Number of files that can be stored in one shelf is as follows: 1200 w = 13 no of files Finish - Epoxy Polyester Powder coated to the thickness of 50 microns (+/-10 micron). 97 Supplying and fixingstorage unit of size 1200Wx470Dx1200H .Height including leveler height with zero position2. Top panels and end cover panels are to be booked separately CONSTRUCTION AND MATERIAL :-1)Aesthetically appealing completely knock down construction.2)Made from combination of side panel(0.5mm CRCA), Bottom panel(0.5mmCRCA), Back panel(0.5mm for 750mm and 900width Storage Units and 1.2mmCRCA for 600mm and 1200width Storage Units to avoid toppling of unit in caseof Glass door unit and single door unit), Top Bottom stiffener(1.2mm CRCA) andEnd Cover(0.6mm CRCA). CRCA D Grade as per IS-513.All metal panels are coated with Epoxy polyster powder of 50±10 micronsthickness.TOP OPTIONSFor top panel two options available1)Metal Top Panel (0.6mm CRCA) bent panel which is powder coated with Epoxypolyster powder of 50±10 microns thickness.2)Wood Top Panel (Made of 25mm thick pre-laminate board (PLB) conformingto IS-14587:1998, Edge banded with matching 2 mm thick PVC lipping ) SHELVING1)Fixed shelves made up of 12 bend panel made of 0.7mm Thick CRCA (D Grade, IS-513)2)1 No. fixed shelf for 750mm height and 2NO. Fixed shelf for other remaining heights3)A4 size box file (85Wx345Hx285D) can be stored vertically.4)Number of files that can be stored per shelf is : For width 1200w - 13 Nos.5)Each shelf has max Load Capacity of -74kg UDL for 1200W unit LEVELLER- Metal base plate (1.6mm CRCA) with Screw type adjustable leveler with plasticbase provides vertical adjustment for floor unevenness and leveling of units.- Height of Leveller is 50mm and 25mm Leveller adjustment available HINGE COVER CAPMetal diecasted cap powder coated with Epoxy polyster powder of 50±10 microns thickness to cover the hinge holes with plastic expandable socket for open shelf unit only NAME TAG STICKER 120mmx 18mm Shelf Sticker Made up of material polyester and adhesive TESA4965 on the left side of shelves. METAL DOOR- SIZE: Door Width (DW) - 373mm /448mm /598mmDoor Height (DH) - 663mm /963mm /1128mm /1280mmDepth - 18mmRemarks: 2 Doors (LH and RH) for 1200mm Width Storage Unit Door Width (DW):-For 600mm Width and 1200mm Width storage Unit - Each Door width is 598 mm (Double Shutter - 1LH and 1RH)Door Height (DH) :For 1200mm/1215mm Height storage Unit -Each Door Height is1128mm.CONSTRUCTION AND MATERIAL:1.Made from 0.6mm Thick CRCA with 0.5mm Thick CRCA Stiffner (*CRCA D Grade, IS-513)2.Soft closing Hinges Available with 105° door opening angle3.All metal panels are coated with Epoxy polyster powder of 50±10 microns thickness.4.Inbuilt HandleLOCKING DETAILS: Cam Lock-3 Way locking provision.-Click action mechanism.-Key removable in locked and unlocked positions.-Zinc alloy die cast housing.NAME TAG STICKER: 120mmx 18mm Shelf Sticker Made up of material polyester and adhesive TESA4965 on the door at left top corner 98 Providing and fixingstorage unit withglass door of size 900Wx470Dx1200H .Height including leveler Height with zero position .Aesthetically appealing completely knock down construction.Made from combination of side panel(0.5mm CRCA), Bottom panel(0.5mmCRCA), Back panel(0.5mm for900mm width Storage Units ), Top Bottom stiffener(1.2mm CRCA) andEnd Cover(0.6mm CRCA). CRCA D Grade as per IS-513 3)All metal panels are coated with Epoxy polyster powder of 50±10 microns thickness. 1)Metal Top Panel (0.6mm CRCA) bent panel which is powder coated with Epoxypolyster powder of 50±10 microns thickness. SHELVING 1)Fixed shelves made up of 12 bend panel made of 0.7mm Thick CRCA (D Grade, IS-513)2)2NO. Fixed shelf for other remaining heights 3)A4 size box file (85Wx345Hx285D) can be stored vertically. LEVELLER- Metal base plate (1.6mm CRCA) with Screw type adjustable leveler with plasticbase provides vertical adjustment for floor unevenness and leveling of units. Height of Leveller is 50mm and 25mm Leveller adjustment available HINGE COVER CAP Metal diecasted cap powder coated with Epoxy polyster powder of 50±10 microns thickness to cover the hinge holes with plastic expandable socket for open shelf unit only . 120mmx 18mm Shelf Sticker Made up of material polyester and adhesive TESA4965 on the left side of shelves. GLASS DOOR- SIZE: Door Width (DW) -448mm Door Height (DH) - 1128mm 99 GM Cabin : High back chairSupplying of High back chair of make Godrej,wipro,featherlite,DamroSeat shall be made up of 1.2 +/- 0.1 cm thick hot pressed plywood & upholstered with leatheretteand moulded polyurethane foam. The back shall be designed with contoured shape for extra comfort and made up of combination of 12mm (7 layers) & 4mm (3 layers) thick hot pressed plywood and 37mm thick, 32 Density U foam. Size of back shall be (W)-55.0cm, (H)-70.5 .0cm & size of seat shall be (W)-51.0cm x (D)-49.0cm. PU foam should be used in making seat which shall be moulded with density 55 +/- 5 kg/m ³ and hardness load 15-20 kgf for 50% compression.The armrests should made of black integral skin polyurethane with 50-70 shore A Hardness and reinforced with M.S insert. . The 2D armrests shall be fitted to the seat with seat/armrest connecting strip assembly made of HR steel.The mechanism of chair shall have following features:360 degree revolving type, AWS mechanism with seat slide ,multi lockingfor better comfort. The chair shall be provided with pneumatic height adjustment CLASS 4which shall have stroke of 12 cm.The pedestal shall be made of die-cast polished aluminium . It shall be fitted with 5 nos twin wheel castor. The size of the pedestal shall be 65.0 +/- 0.5 cm pitch-centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors shall be injection moulded in black PU or nylon . Overall dimensions of Chair shall be, Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from pedestal below. Heightfrom ground - min 115.5 to max 127.5 cm. Seat height - min 43.0cm to max 55 cm.Dimensions tolerance / variations shall be within +/- 1 cm. 100 GM Cabin: Three seater sofa Supplying and installing of Three seater sofa of makeGodrej,wipro,featherlite,Damro. The seat , armrest & backrest assembly shall consists of a Pine/meranti understructure with plywood frame consisting layers of foam with wadding. The complete assembly shall be covered with Leatherette /Fabricupholstery .seat and back consists of a fabricated inner-frame hardboard assembly with layers ofPU foam thickness of 10 cm and density of 30 kg/sq.m. leg is MS metal legsheight of 149 mm with nylon bush.Seat depthis 60.8cm, Overall Dimensions of sofa shall beHeight - 85 cm,Total length - 198.2 cm. Dimensions tolerance / variations shall be within +/- 1 cm. 101 DGM Cabin & AGM Cabin : Executive High back Providing and placingExecutive high back chair of make Godrej,wipro,featherlite,Damro.The seat shall made up of plywood and moulded polyurethane foam upholstered with fabric. Backrest assembly is of injection moulded plastic with black mesh fabric and height adjustable lumbar support pad , adjustable head rest assembly. The moulded polyurethane foam for seat is with density=50+/-2kg/m ³. The dimensions of seat shall be- 48 cm(W) x 45 cm(D) and of back shall be 46.5 cm(W) x 51.5 cm(H). Armrest 4 way button operated height adjustment(2D). The arm top is made of soft moulded PU. The mechanism of chair shall have following features:360 degree revolving type, Automatic weight sensing Mechanism with multi lock.The chair shall be provided with pneumatic height adjustment (CLASS 4 )which shall have stroke of 11.2 +/- 0.5 cm.The pedestal shall be injection moulded in black plastic GF nylon and fitted with 5 nos twin wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors shall be injection moulded in black polypropylene. The cushioned head support is adjustable in height and angle for optimum user comfort. Overall dimensions of Chair shall be, Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from pedestal below. Heightfrom ground - min 92.5 to max 103.0 cm. Seat height - min 41 cm to max 51.5 cm. Dimensions tolerance / variations shall be within +/- 1 cm. 102 DGM Cabin : Sofa Two seater Providing and placing Two seater sofa of make Godrej,wipro,featherlite,Damro .The seat , armrest & backrest assembly shall consists of a Pine understructure with plywood frame consisting layers of foam with wadding. The complete assembly shall be covered with Leatherette upholstery . The size of seat shall be: 55.0cm. (W) X 55.0cm. (D) X 22.0cm. (T) Approx. The size of back shall be:55.0cm(W) X 35.0cm. (H) X 22.0cm. (T) Approx.Elastic Webbing is used to give a soft contour to the seat . It consists of a fabricated inner-frame hardboard assembly with layers of foam. The hardness of the P.U. foam= 16-20 Kgs. on Hampden m/c for 25% compression of the foam. The rectangular leg is made of wood and 4 tier packing is used to minimize damage & reduce wastage. Overall Dimensions of Chair shall be Seat Width - 54.5 cm, Height - 82 cm, Total width - 91 cm, Total length - 151 cm. Dimensions tolerance / variations shall be within +/- 1 cm. 103 SM/AM/PO/Chairs : Executive medium back Providing and placingExecutive medium back chair OF MAKE Godrej,wipro,featherlite,Damro.The cushioned seat assembly shall consists of moulded polyurethane foam upholstered with fabric. The foam is assembled over a 12mm thick hot pressed plywood . The back shall made up of two piece injection moulded frame. The inner frame shall be upholstered with mesh fabric and mounted on the main assembly.Lumber support made up of injection moulded in black P.P and upholstered with PU foam. Lumber support size 16 cm (W) x 9 cm (H) at fixed position Size of back shall be (W)-55cm, (H)-58.0cm & size of seat shall be (W)-50 cm x (D)-44.0cm. 2D Armrest has height adjustment . The arm top is made of soft moulded PU .The mechanism of chair shall have following features:360 degree revolving type, Synchro 1 mechanism, Tilt tension adjustment,position tilt limiter with Back-safety return feature. The chair shall be provided with class 4 pneumatic height adjustmentwhich shall have stroke of 95 +/- 5 mm.The pedestal shall be made of nylon. it shall be fitted with 5 nos twin wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors shall be injection moulded in PP . Overall dimensions of Chair shall be, Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from pedestal below. Heightfrom ground - min 102.5 to max 111.5 cm. Seat height - min 44.5 cm to max 53.5 cm.Dimensions tolerance / variations shall be within +/- 1 cm. 104 Visitor chairs: Providing and placingvisitors chair Size of back shall be (W)-55cm, (H)-58.0cm & size of seat shall be (W)-50 cm x (D)-44.0cm. . The cushioned seat assembly shall consists of moulded polyurethane foam upholstered with fabric. The foam is assembled over a 12mm thick hot pressed plywood . The back shall made up of two piece injection moulded frame. The inner frame shall be upholstered with mesh fabric and mounted on the main assembly. Lumber support made up of injection moulded in black P.P and upholstered with PU foam. Lumber support size 160mm (W) x 90mm (H) at fixed position Armrest is fixed armrest .The visitor base is cantilever type. Overall dimensions of Chair shall be, Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from pedestal below. Heightfrom ground - min 102.5 cm. Seat height - min 44.5 cm.Dimensions tolerance / variations shall be within +/- 1 cm. 105 CA/Attender/os/pa chair: Providing and placingchair size of back shall be (W)-45 cm, (H)-55 cm & size of seat shall be (W)-49 cm x (D)-50.0cm of makeGodrej,wipro,featherlite,Damro. The cushioned seat assembly shall consists of moulded polyurethane foam upholstered with fabric. The foam is assembled over a 12mm thick hot pressed plywood . The back shall made up of two piece injection moulded frame. The inner frame shall be upholstered with mesh fabric and mounted on the main assembly. . Armrest has 1D height adjustment . The arm top is made of soft moulded PU .The mechanism of chair shall have following features:360 degree revolving type, Synchro1 mechanism, Tilt tension adjustment, tilt limiter with Back-safety return feature. The chair shall be provided with Class 4 pneumatic height adjustment which shall have stroke of 95 +/- 5 mm.The pedestal shall be made of nylon. it shall be fitted with 5 nos twin wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors shall be injection moulded in PP . Overall dimensions of Chair shall be, Width of Chair - 63.0cm, Depth of Chair - 67.0 cm . Heightfrom groundmaximum 110.5 cm. Seat height - min 45.0cm to max 55.0cm.Dimensions tolerance / variations shall be within +/- 1 cm. 106 Tender opening room chairs:Providing and placing of chairs of makeGodrej,wipro,featherlite,Damro. The seat and back shall be injection moulded in Polypropylene. They shall be fitted on the understructure assembly and shall be fixed with screws.. Approximate Back Size shall be: 42.0cm. (W) X 38.5 cm. (H). and Approximate Seat Size shall be: 46 cm. (W) X 39.5 cm. (D). The understructure assembly shall bemade of MSERW PIPE PIPE:Dia 19x1.6 and silver powder coated ( DFT 40-60 microns ). Overall Dimensions of Chair shall be Seat Height - 46.5 cm, Height - 83.0cm, Width & Depth of Chair as measured from base - Width-42.0cm and Depth-46 cm. Dimensions tolerance / variations shall be within +/- 1 cm. 107 Suppling and fixing 8mm plain glass with edge rounded for table top. 108 Supply of 600X600 mm, 230VAC, 1Ø, LED light fitting with supporting brackets and chain as required. 34-36W 109 Supply of 230VAC, 1Ø, 12-15 Watts LED modularrecess Down light fitting with supporting bracket/chain complete accessories as required 110 Supply of 230VAC, 1Ø, 6-10 Watts LED modularrecessDown light fitting with supporting bracket/chain complete accessories as required 111 Supply of 18W, 1700- 2100 lumen output, 230V AC,50 Hz, 18-20W 18-20W 4F/1200mm length, T5 LED tube integral light fittings . 112 Supply ofBLDC wall fan ,400 mm sweep,230 V AC 113 Supply of LUKERLED mirror light fitting 12 Watts with supporting bracket as required. 114 Supply of Ceiling fan BLDC, 230V, 50Hz, 5 star rating1200 mm sweep 115 Supply of Ceiling fan BLDC, 230V, 50Hz, 900 mm sweep 116 Supplyof exhaust fan shutter type,200mm sweep, 230V, 50HZ,30-40W, 1300 rpm, 500 CMM, 30-40db noise level, automatic shutter 117 Supply of suitable size PVC/GI modular boxwith modular plate, cover, providing and fixing one number of 3 pin 5/6 A modular socket outlet (2M) and one number of 5/6 A modular switch (1M), including providing connections etc. as required. (3M) 118 supplyofsuitable size Gl/PVC box with modular plate, cover, providng and fixing 3 Nos. 3 pin 5/6 A modular socket outlets (2M) and 2 Nos. 5/6 A modular switches (1M) including providing connection etc. as required - Computer point (8M) 119 Supplying of Concealed Mode PVC /GI modular box with modular plate,cover, providing and fixing one number of 15/16 A modular socket outlet (2M) and one number of 15/16 A modular switch (1M). (3M) 120 Supplying of Concealed Mode PVC /GI modular box with modular plate,cover, providing and fixing one number of 15/16 A modular socket outlet (2M) for Split AC. 121 Supply of 8 way (MCCB +3 x 8)(VTPN) , sheet steel, 415 V, MCB double door distribution board on concealed mode, 122 Supplying cable end box (IP 43) suitable for three phase and neutral, Vertical (VTPN) MCB DB 123 Supplyof 8 way (8+ 18 ) horizontal type three pole and neutral (TPN) on surface/on concealed mode, 124 Supply of9 ModuleIP 65 Hensel Box 125 supply 160A, 25 kA rating and breaking capacity 4 Pole MCCB with Thermal magneti 126 Supply of Three pole 63A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 127 Supply of Three pole 40A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 128 Supply of four pole 40A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 129 Supply of four pole (three phase and neutral),40 A,415V, RCCB, having a sensitivity current of 30mA 130 Supply of four pole (three phase and neutral),63 A,415V, RCCB, having a sensitivity current of 100mA 131 Supply of Single pole 16/20/25A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 132 Supply of single pole 6/10A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 133 Supply of single pole blanking plate in the existing MCB DB/Modular switch board complete etc. as required. 134 Supply of one run Aluminium Conductor 4 core X70 Sq.mm A2XFY Insulated, 135 Supply of one run Aluminium Conductor 4 core X 16 Sq.mm A2XFY Insulated, 136 Supply of one run Aluminium Conductor 4 core X 10 Sq.mm A2XFY Insulated, 137 Supplyof 10 SWG Copper wireconductorfor earthing 138 Supply of12 SWG Copper wireconductorfor earthing 139 Supply of compression gland andHeavy duty Aluminium long barrel lugs for 4 X 70 sq. mm 140 Supply of compression gland andHeavy duty Aluminium long barrel lugsfor 4 X 16 sq. mm 141 Supply of compression gland and Heavy duty Aluminium long barrel lugs for 4 X 10 sq. mm 142 wiring oflight point/ fan point/ exhaust fan point/call bell point with 1.5 sq. mm FRLS PVC insulated, 650V, 143 Wiring of circuit/ submain wiring alongwith earth wire 2x1.5 sq.mm + 1x1.5 sq.mm earth 144 Wiring of circuit/ submain wiring alongwith earth wire 2x2.5 sq.mm + 1x2.5 sq.mm earth 145 Supply ofPIR Motion Sensor 146 Supplyofextradown rod of 19 mm dia heavy gauge including painting etc required for ceiling fan 147 Supply of100 mm Width x 50 mmdepth x 1.6 mm Thickness perforated painted with powder coating MS cable tray 148 Installation of600X600 mm, 230VAC, 1Ø, LED light fitting with supporting brackets and chain as required. 34-36W 149 Installationof 230VAC, 1Ø, 12-15 Watts LED modular recess Down light fitting with supporting bracket/chain complete accessories as required 150 Installationof 230VAC, 1Ø, 6-10 Watts LED modular recess Down light fitting with supporting bracket/chain complete accessories as required 151 Installationof 18W, 1700- 2100 lumen output, 230V AC,50 Hz, 18-20W 18-20W 4F/1200mm length, T5 LED tube integral light fittings . 152 InstallationofBLDCwall fan ,400 mm sweep,230 v AC 153 Installation of LED mirror light fitting with supporting bracket as required. 154 Installation of Ceiling fan BLDC, 230V, 50Hz, 5 star rating1200 mm sweep 155 Installation of Ceiling fan BLDC, 230V, 50Hz, 5 star rating900 mm sweep 156 Installation of exhaust fan shutter type, 230V, 50HZ, 30-40W, 1300 rpm, 200 mm sweep , 30-40db noise level, automatic shutter 157 Installationsuitable size PVC/GI modular boxwith modular plate, cover, providing and fixing one number of 3 pin 5/6 A modular socket outlet (2M) and one number of 5/6 A modular switch (1M), including providing connections etc. as required. 158 Installation ofsuitable size Gl/PVC box with modular plate, cover, providng and fixing 3 Nos. 3 pin 5/6 A modular socket outlets (2M) and 2 Nos. 5/6 A modular switches (1M) including providing connection etc. as required - Computer point (8M) 159 Installationof Concealed ModePVC /GI modular box with modular plate,cover, providing and fixing one number of 15/16 A modular socket outlet (2M) and one number of 15/16 A modular switch (1M). (3M) 160 Installationof Concealed Mode PVC /GI modular box with modular plate,cover, providing and fixing one number of 15/16 A modular socket outlet (2M). 161 Installation of 8 way (MCCB +3 x 8)(VTPN) , sheet steel, 415 V, MCB double door distribution board on concealed mode, 162 Fixingcable end box (IP 43) suitable for three phase and neutral, Vertical (VTPN) MCB DB 163 Installation of 8 way (8+ 18 ) horizontal type three pole and neutral (TPN) on surface/on concealed mode, 164 Installation of8 way HENSEL BOX 165 Installation of 160A, 25 kA rating and breaking capacity 4 Pole MCCB with Thermal magnetic 166 Installation of Three pole 63A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 167 Installation of Three pole 40A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 168 Installationof four pole 40A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 169 Installationof four pole (three phase and neutral),40 A,415V, RCCB, having a sensitivity current of 30mA 170 Installation of four pole (three phase and neutral),63 A,415V, RCCB, having a sensitivity current of 100mA 171 Installation of Single pole 16/20/25A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 172 Installation of single pole 6/10A rating, 240/ 415 V, 10 kA, C curve, miniature circuit breaker 173 Installation of single pole blanking plate in the existing MCB DB /Modular switch board complete etc. as required. 174 Installation of one run Aluminium Conductor 4 core X70 Sq.mm A2XFY Insulated, On wall 175 Installationof one run Aluminium Conductor 4 core X 16 Sq.mm A2XFY Insulated, 176 Installationof one run Aluminium Conductor 4 core X 10 Sq.mm A2XFY Insulated, 177 Laying 10 SWG Copper wireconductorfor earthing 178 Laying 12 SWG Copper wireconductorfor earthing 179 Installation of compression gland andHeavy duty Aluminium long barrel lugs for 4 X 70 sq. mm 180 Installationof compression gland andHeavy duty Aluminium long barrel lugsfor 4 X 16 sq. mm 181 Installation of compression gland and Heavy duty Aluminium long barrel lugs for 4 X 10 sq. mm 182 Installation of light point/ fan point/ exhaust fan point/call bell point with 1.5 sq. mm FRLS PVC insulated, 650V 183 Installation ofcircuit/ submain wiring alongwith earth wire 2x1.5 sq.mm + 1x1.5 sq.mm earth 184 Installation of circuit/ submain wiring alongwith earth wire 2x2.5 sq.mm + 1x2.5 sq.mm earth 185 Installation ofPIR Motion Sensor 186 Installation ofextradown rod of 19 mm dia heavy gauge including painting etc required for ceiling fan 187 Installation of 100 mm Width x 50 mmdepth x 1.6 mmThickness perforated painted with powder coating MS cable tray 188 Dismantling of existing switch boards,lights , fans, disconection of all cableswith all accessories and transporting to site specified by engineer in charge. 189 Supply,Installation, termination, testing andcommissioningof Back box complete with all respects Complying with relevant standard specification, as directed by the Engineer-in-charge.Acceptable Make :Legrand/Schneider/Substantially equivalent 190 Supply, Installation, termination,testing and commissioning modular of Single Port Faceplate for CAT3rate shall be include nessary accessories like screw, proper labelling with color code, etc ., as complete with all respects complying with relevant standard specification, as directed by the Engineer-incharge.Acceptable Make :Legrand/Schneider/Substantially equivalent 191 Supply, Installation, termination,testing and commissioning of RJ11 Outlet with all accessories as requiredin complete as per specification.Acceptable Make :Legrand/Schneider/Substantially equivalent 192 Supplying and laying of2 pair 0.5mm dia FR PVC insulated anealed copper conductor, unarmoured telephone cable throughexisting surface/through wall/through floor, through concealed PVC conduit as per site conditionAcceptable Make: Havells/ Polycab/ Finolex/ Substantially equivalent 193 Supply and laying of10 pair 0.5mm dia FR PVC insulated anealed copper conductor, unarmoured telephone cable throughexisting surface/through wall/through floor, through concealed PVC conduit as per site conditionAcceptable Make :Havells/ Polycab/ Finolex/Substantially equivalent. 194 Supply and laying of20 pair 0.5mm dia FR PVC insulated anealed copper conductor, unarmoured telephone cable throughexisting surface/through wall/through floor, through concealed PVC conduit as per site condition Acceptable Make :Havells/ Polycab/ Finolex /Substantially equivalent. 195 Supply, installation, termination, testing and commissioning of 20 Pair MDF Box with Krone Modules with all accessoriesper site conditionAcceptable Make :ADC-Krone/Bestnet/Substantially equivalent 196 Supply, Installation, termination, Testing andCommissioning of One Plus One Phone(Boss-Secretary Type Phone),2 Base Unit, 2 Handset,2 no of six point Rosette Box, 2 Data Cord,Line Cord,Power AdapterAcceptable Make: Beetel M78/Substantially equivalent 197 Supply, Installation, termination, Testing and Commissioning of Analogue phones with LCD display, caller id and 5 station redial memory. Acceptable Make :Panasonic KX-TSC62SX/Substantially equivalent 198 Supply, Installation, termination,Testing andCommissioning of Analogue phones.Acceptable Make :Panasonic KXTS400SX/Substantially equivalent 199 Supply, laying and fixing of 20mm size PVC conduit along with accessories in surface/ recess concealed manner including cutting the wall/floor and making good the same in case of recessed conduit as required.Reputed Make 200 Supply of Aircooled VRF ODU-44 HP Module. The outdoor units shall be capable to provide project capacity as specified in scope of work and Technical specification using combinations of twounits only. 201 22 HP OUTDOOR UNIT 202 Supply of VRF Cassette type Indoor Units:The minimum capacity to be supplied asmentioned below: 203 1.0 TR 1 Way Cassette with wireless remote and panel 204 4.0 TR 4 Way Cassette with wireless remote 205 Supply of VRF Wall mounted unit Indoor Units:The minimum capacity to be supplied as mentioned below: 206 0.6 TR Hi wall 207 0.8 TR Hi wall 208 1.0 TR Hi wall 209 1.3 TR Hi wall 210 1.6TR Hi wall 211 Supply of Y-Joints/ T joints/ Header Joints as per the layout.Make as per equipment manufacturer 212 Outdoor connection kit 213 Y-Joints 214 INSTALLATION,TESTING ,COMMISSIONING AND HANDING OVER OF VRF UNITS 215 22HP OUTDOOR UNIT 216 1.0 TR 1 Way Cassette 217 4.0 TR 4 Way Cassette 218 0.6 TR Hi wall 219 0.8 TR Hi wall 220 1.0 TR Hi wall 221 1.3 TR Hi wall 222 1.6TR Hi wall 223 Installation ,testing & commissioning of Y-Joints/ T joints/ Header Joints as per the layout. Make as per equipment manufacturer 224 Outdoor connection kit 225 Y-Joints 226 REFRIGERANT PIPING 227 Outdoor connection kit 228 perforated cable tray with cover 1.2 mm thick 100/150 mm width 229 CONTROL CABLINGSupply, Installation, testing and commissioning of cu. cable for control cum trans-mission between Indoor unit and Out Door Unit through PVC Conduit.Make : Havells, Finolex, RR, equivalent 230 1.5 sq.mm,3 core 231 CONDENSATE DRAIN PIPINGSupply and fixing in position of condensate drain water & indoor unit drain to the drain point indicated by plumbing department. Piping with 10 mm thk Closed Cell insulation, stuck with approved adhesive compound and with necessary fittings like elbows, tees and reducers etc.Make : Finolex, Supreme, any equivalent 232 UPVC or PVC pipe with 10 mm thk Closed Cell insulation. 233 REFREGERANT GAS 234 Supply, Filling, testing, commissioning including topping up of R410 A Refrigerant. 235 LOADING / UNLOADING 236 Lifting, shifting & positioning of VRF Condensing unit on ODU Platform. 237 Vibration Isolator pad for mounting the Condensing unit on the MS Structure 238 MODULAR TYPE OUTDOOR SUPPORT
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
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40.
Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement 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 Reinforcementfor 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 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 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. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 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 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 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. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In 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 Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement 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 Reinforcementfor 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 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 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. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 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. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 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 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 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. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement 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 Reinforcementfor 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 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 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. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying 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, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
41.
Petroleum and Natural Gas #10219693 Price Bid
Commissioning Assistance And Modification Works Comprising Of Piping Mechanical Electrical And Instrumentation Works Of Petrochemical And Lube Integration Project Of Gujarat Refinery Of Indian Oil Corporation Limited
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Gujarat View Result →
42.
Heavy Industries and Public Enterprises #10143528 Price Bid
Balance Works Of Erection, Testing, Commissioning, Trial Run, Performance Guarantee Test Run ( Pgtr ) And Handing Over Of Lp And Hp Piping Systems Including Prds Etc, At 1X75 Mw Hpcl Visakh Refinery Modernisation Project ( Vrmp ) , Vishakapatnam
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Uttar Pradesh View Result →
Haryana View Result →
44.
Drinking Water Supply and Sanitation #10063965 Price Bid
Press Nit No.03(2021-22)Cwa (W And S)-I Supply Installatioin Testing And Commissioning Of Chlorine Gas Leak Absorption System For 3Rd Pre At Wazirabad Water Works , Caustic Soda (Naoh) Ms Rl Preparation Tank : Size :- 2000 Mm Dia X 2300 Mm Height Main Hole :- 400 MmSuction :- 400MmMoc :- Ms +Rubber LinedCapacity :- 10 M3Type :- CylindricalThickness :- Ms 5 Mm, Rl 3 Mm Application :- 10% Caustic Solution Preparation Tank, Storage , Absorption Tower / Gas Exhauster / Scrubber Unit :Size :- 400 Mm Dia X 1000 Mm HeightBlower Suction :- Top Of Tower 150 Mm PvcSide Glass :-300 Mm X 300 MmChlorine Suction :- 150 Mm Pvc From Chlorine Toner RoomPauling Ring :- Packed Bed With Pp Paul Rings Size 1 ½” For Caustic Solution Moc :- Pp + Frp 3Mm Pp Sheet With Proper Pp Welding, 2 Mm Frp CoatingPump Discharge Nozzle :-50 MmApplication :- For Scrub Of Chlorine Gas In Caustic Solution , Caustic Re Circulating Pump : Type : Centrifugal, Head : 10 Mwc , Capacity : 8 M3/Hr,Specific Gravity : 1.2 , Fluid : 20% Naoh , Casing : Pp , Impeller : PpShaft : En-8 ,Sealing Arrangement : Mech Seal, Motor Rating : 1Hp Pprox, 415Vac 3 Phase , Type Of Motor : Tefc , Insulation : Class B , Protection : Ip 55 , Speed : 2800 Rpm , Application : Caustic Neutralization , BlowerType : Centrifugal , Impeller Blade :Made With 5 Mm Ms Sheetwith Dynamic Balancing ,Blower Body Size :Suction Size 150 Mm X 150 Mm,Motor Ms Plate : 10Mm Thick + 300 X 500 Mm , Ms Channel : 75 X 40 Mm Head : 120 Mmwc ,Capacity : 1500 Cfm , Speed : 1440 Rpm ,Casing : Ms Frame ,Type : Direct Driven , Motor Rating : 7.5 Hp, 415 Vac,3 Phase , Motor Type : Tefc , Speed : 1440 Rpm , Blower Ducting Line : Size :150 Mm Size( 6”),Moc : Pvc , Pressure:4 Kg/Cm2 , Damper Size : 90Mm Dia , Location :Chlorine Room In Ducting , Moc :Pvc , Ball Valve Size:50 Mm , 1 ½”, Temperature :Up To 100 0C , M.O.C :Pp , Pressure 10Kg/Cm2, Body : 200 Psi , Seat : 150 Psi, End Connection :As Per Ansi B 16.5, & As Per Bs 10 & Din Std, Make Of Pp Valves:Parth / Cpi /Orient , Check ValveSize : 50 Mm, 1 ½” , Body : 150 Psi , Seat : 100 Psi , Temperature : 80 0C ,Construction : Ball Type Design, Soft Seated , End Connection : Flanged As Per Ansi B 16.5, Asper Bs 10 , Din Std , Ball Type : Pp , Level Indicator With 25 Mm 2 Nos Pp Ball ValveType:Borosilicate Glass Tube , Scale: Calibrated Scale, Casing: Pp /Ss , Ball Valves: 2 Nos , 25 Mm , Pressure GaugeType :Isolator , Range: 0 To 6 Kg/Cm2 , Sensing Element : Ss-316 , Process Connection: ½” Bsp , Isolator Moc : Abs Grade I & Ptfe Diaphragm, Make : H Guru , Application:Showing Pump Discharge FlowBall Valve:25Mm For Pressure Gauge , Chlorine Leak DetectorRange: 0 To 10 Ppm Chlorine , Sensor:Electrochemical Type , Output : Single Sensor , Alarm : Audio/Visual , Type Of Alarm : Audible By Hooter ,Indication: Continuous Digital , Sensitivity/ Resopnse Time: Less Than 5 Sec , Power Supply :220 Vac 50 Hz , Protection: Ip 55 , Cable : 25 Mtrs Co Axial Cable With Bnc ,Mounting : Wall Mounting , Application: Auto Detect Chlorine , Re-Circulation Pump Upvc Piping And FittingsSize : 50 Mm Suction And50 Mm DischargeSchedule: 40 For Piping And 80 For FittingsPressure :10 Kg/Cm2 , Make : Astral / Prince , Length:- 3 Mtr Of Each Pipe , Caustic Soda : 98% Grade Naoh, Pacl/Modi Alkali Make Or 40% Caustic Lie In Liquid Form , Automation Control PanelPanel With Internal Relays I.E. Services Relays, Converting Relays, Dc To Ac, Volt Meter, Amp. Meter, Internal Wiring , Signal Lamps, Change Over Switch, Control Switches.Application:- Auto Chlorine Detect By Chlorine Leak Detector Than Auto Blower And Pump Running By Automation. Also Manual Adjustable Switch In Panel , Control CablesAll Necessary Cabling Work , Erection, Commissioning & Civil WorkErection And Commission Of Above Project Including Supply, Erection, Commissioning And Testing, Transportation, Loading Unloading At Site Storage At Site. All Necessary Painting Work And Cabling Work. From Our Panel To All Equipments , (Make: Djb Approved Make)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Delhi View Result →
45.
Housing Urban and Rular Development #10025485 Technical Bid
Tender For Civil/ Structural Works For Offsite Piping And Flare For Dcu Revamp Project Of M/S Numaligarh Refinery Limited
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Haryana View Result →
46.
Heavy Industries and Public Enterprises #10010904 Price Bid
Procurement Of Low Pressure (Lp) Piping For Hpgcl Yamunanagar Project , Cooling Water Piping
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 10
Haryana View Result →
Gujarat View Result →
Tamil Nadu View Result →
Chhattisgarh View Result →
50.
Drinking Water Supply and Sanitation #9962485 Technical Bid
Tender for Strengthening /Up-Gradation Of Infrastructure Of Hwmi Bikaner- Iec Lab And Mobilization Of Field Visits For Farmers, Repair Old Diggi And miscellaneous Items Etc, Hydrology And Hydrometeorology Lab, Gis And Remote Sensing Lab, Providing /Supplying And Installation Complete In All Aspects Of Wi-Fi System In Institute C Us Along With Adm. Block, Hostel Block, & Auditorium Complete, Providing /Supplying And Installation Complete In All Aspects Of Cameras For Security Purpose In Institute C Us Along With Adm. Block, Hostel Block, & Auditorium Complete, Digital Library And Publication. (Package-463) , 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 Areacleared. , Excavation Including Loading, Unloading, Disposal And Dressing Of Excavated Earth Within Initial Lead Of 50M And Lift Up To 1.5M Including Dressing Of Excavated Area And Dewatering Wherever Required Complete In Soft/Loose Soil , Hard Soil Mixed With Kankar / Boulders, Morrum , Add Extra Over Item No. 1 To 8 For Disposal Of Excavated Material Above Initial Lift Of 1.5M And For Every Additional Lift Of 1.5M Or Part There Of Including Loading And Un- Loading Wherever Required , Preparation And Dressing The Sub Grade Including Removal Of Irregularities Up To 7.5 Cm In Soil, Morrum Mixed With Pebbles, Small Boulders And Kankar & Murrum For Bed , Side Slope , Canal Lining With Hydraulic Compressed Pre-Cast Slab Of Cement Concrete M15 Tiles Of Size 300 X 150 X 40 Mm Laid Over 12 Mm (Av.) Thick Subgrade Cement Plaster In Cm (1:6) , 16 Mm Thick Jointing Sandwich Plaster In Cm 1:3 And 6 Mm Thick Jointing Mortar In Cement Mortar (1:3) Etc. Including Curing And All Leads& Lift Of All Construction Materials Complete In All Respect Bed , Side Slope , Supplying, Laying & Spreading Of Ldpe Film Of 250 Micron On Bed And Sides Including Jointing Etc. Complete As Per Specifications Including Cost Of Ldpe Film, Overlapping, Adhesive Tape Etc. With Transportation Charges Upto Work Site Complete. , Providing And Laying In Position Of Cement Concrete Nominal Mix (1:3:6) Including Leads Of All Construction Materials, Curing, Compaction And Finishing With Rendering In Cement Sand Mortar 1:3 (1 Cement : 3 Coarse Sand) And Making Good The Joints Excluding The Cost Of Centering, Shuttering And Reinforcement. Well Graded Crusher Broken Stone Aggregate Of Maximum Size Upto 20 Mm , Brick Masonry (Using Well Burnt Clay Bricks Of Size 230 X 110 X 70 Mm, Class Designation 75 As Per Specification) Up To Plinth Including All Leads Of All Construction Materials Including Curing Etc. Complete. In Cement Sand Mortar 1:6 , Add Extra If Well Burnt Clay Bricks (Size 230X110x70 Mm) Class Designation 100 As Per Specifications Are To Be Used , Plaster In Cement Sand Mortar 1:6 Including Racking Of Joints, Smooth Finishing & Curing Etc. Complete Including All Leads Of All Construction Materials , Of Thickness:12Mm , Providing And Fixing Concertina Coil Fencing With Required Dia 610 Mm (Having 15 Nos. Round Per 6 Metre Length) Up To 3M Height Of Wall With Existing Angle Iron Y Shaped Placed 2.4 M Or 3.00 M Apart And With 9 Horizontal R.B.T. Stud Tied With Gi Staples And Gi Clips To Retain Horizontal Including Necessary Bolts Or Gi Barbed Wire Tied To Angle Iron All Complete As Per Direction Of Engineer In Charge With Reinforced Barbed Tape Strength Of 165 Kg/Sq.Mm With Tape (0.52 Mm Thick) And Weight 43.478 Gm/Metre (Cost Of Ms Angle, Cement Concrete Block Shall Be Paid Extra) , Ms Angle Iron Y Shaped 1.34M Per Angle 50X50x6mm Placed 2.5M Apart@ 4.5Kg/M , Providing And Laying Cement Concrete Including Curing, Compaction Etc. Complete In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchor Blocks, Plain Window Sills, Fillets, Levelling Course Etc Up To Floor Five Level Excluding The Cost Of Centering And Shuttering.M10 Grade Nominal Mix 1: 3: 6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size. , Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead With Cement Mortar 1 :4 ( 1 Cement : 4 Coarse Sand) , Distempering With 1St Quality Acrylic Washable Distemper (Ready Mixed) Of Approved Manufacturer And Of Required Shade And Colour Completeincluding All Scaffolding As Per Manufacturers Specification. Two Or More Coats On New Work Including Prepartion Of Base With Primer, Putty, Lippy Etc Complete In All Respect. , Renewal Of Old Putty Of Glass Panes (Length) , Renewing Glass Panes,With Putty And Nails Wherever Necessary , Providing & Laying P.V.C. / Xlpe Insulated & P.V.C. Sheathed Un- Arrmoured Aluminium Cable Confirming To Is:1554 P-I / Is :7098 P - I Of 1.1 Kv With H4- Grade Electrolytic Aluminium Conductor Confirming To Is 8130 Of Purity 99.6 %, Inner / Outer Sheath Confirming To Is:5831 In Existing Reinforced Cement Concrete / Hume / Stoneware / Pvc Pipe/ Open Duct/Cable Trench / Cable Tray (With Cable Tie) Including Testing Etc. As Required Of Following Size. Oem Must Have Its Own In House Nabl Accrediated Laboratory For Testing Procedure As Per Is:10810. For Additional Technical Parameters Of Product. 70.0 Sq.Mm @3.5Core , 25.0 [email protected] , 10.0 Sq.Mm @4Core , Providing And Fixing In Position Collapsible Steel Shutters With Vertical M.S. Channels 20 X 10 X 2Mm And Bracket With Flat Iron Diagonals 20 X 5Mm. Size With Top And Bottom Rail Of T- Iron 40 X 40 X 6Mm. With 40Mm Dia Steel Pulleys/Ball Bearing Complete With Bolts, Nuts Locking Arrangements Inside And Outside Stoppers, Handles Etc. As Per Specification Including Applying A Priming Coat Of Approved Steel Primer. (To Be Measured And Paid As Per Outer Dimension). , P & F Bib Cock (Is : 8931 Mark), Superior Quality Of Approved Make: , (-Do-) Long Body, 15Mm Nominal Bore Weight Not Less Than 690 Gm , P & F Inlet Connection (Angle Valves) Superior Quality, Of Approved Make, For Wash Basin, Gyser Etc. , C.P. Inlet Connection 15Mm.Brass (Is : 8931 Marked) , P & F Wvc Wash Basin (Ist Quality Is:2556 Mark) Of Approved Make With C.I. Brackets Duly Painted 1 No. 15 Mm C.P. Pillar Cock (Is:8934 Mark) & 32 Mm C.P. Brass Waste Coupling Of Approved Make, P.V.C Waste Pipe With Pvc Nut 32 Mm Complete Including Cutting & Making Good The Wall : Size 580Mm X 450 Mm , P & F Premium Quality Low Level Flushing Cistern Of 10 Litres Capacity (Is:2556 Mark) Of Approved Make As Per Engineer-In- Charge With Complete Fittings C.I. Brackets Duly Painted, Brass Ball Cock With Ball, (Is:1703 Mark) Complete Including Cutting And Making Good The Wall : , Providing & Fixing Of Ik08, Ip 66 Protected Led Street Light Luminaire On Existing Bracket/Pole. Fixture Made Of Powder Coated Single Piece Pressure Die Cast Aluminum Material With Heat Dissipation Fins On Housing With Uv Stabilized Pc (Uv Stablization Report Submitted For Uv Cover ) /Toughened Glass Cover And Secondary Lens On Each Led & Should Be Smd Type Of 3 To 5 Watt Each . The System Efficacy =125 Lm/ Wt And Potted Driver & Has A Unique Bis R Number With Input Voltage Ac 120 To 270 V Ac With High Voltage Cutoff @=300 V Ac And Auto Resetting Safety , Power Factor 0.95 Driver Efficiency 85% ,Thd(I) 10% Humidity 10% To 90% Rh Working Temp -5C To 45C . Driver Current 750Ma. The Luminaire Shall Be Bis Certified And Trade Mark Certified. Life Expectancy Equal Or More Than 50000 Burning Hrs With Minimum 70% Lumen Maintened , Cri 70 And Cct 5700K +355K. Surge Protection Shall Be Min ≥ 4 Kv Internal And Min 10 Kv External Inside Driver Compartment. Driver Should Be Phase To Phase Protection Of 440 V For Hrs. Manufactures Word Mark/Name Engraved/Embossing On Die Cast Housing To Allow Traceability/Authenticity. Fixture Shall Be As Per Is 10322 Complianced.Oem Must Have Its Own In House Nabl Lab Setup For All Testing Facilities For Led Fixtures. (Lm79/Lm80) Certificate/ Report With Liable Warranty Of Product/Accessories From Oem Shall Be Submitted. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products. , Led Street Light Fixture With Minimum Lumen Output 8700 Lm , Supply , Installation, Testing And Comissioning Of Inverter Type Air Cooled Hi Wall Split Type Air Conditioners With Latest Star Rating System As Per Bee Amended Upto Date Complete With Indoor Unit(Idu), Out Door Unit (Odu), Surface / Concealed Copper Refrigerant Piping With Insulation (Closed Cell Elastomeric Nitrile Rubber Tubular Pipe Section) Upto 3 Mtr (Idu To Odu), Copper Power Cable Upto 3.5 Mtr (Idu To Odu), R-32/R- 410 Green Refrigerant, Wireless Remote Control, Suitable For Working Between 230V +/- 10% With Low & High Voltage Cutoff And 50 Hz , Singlephase Ac Supply Capable Of Performing Cooling, Dehumidification, Air Circulation Of Following Capacity With Scroll / Rotary Compressor. All As Per Pre Approved By Engineer In Charge. For Additional Technical Parameters Of Products/ Work. , 1.5 Tr Iseer Not Less Then 4.6 , 2.0 Tr Iseer Not Less Then 4.6 , Providing And Fixing Stainless Steel 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.).(A)Grade 304 , 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. , 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). , P & F Jet Spray For Water Closet With C.P. Copper Tube Flange Of Approved Make.. As Per Pwd Bsr Ch No S-1 Code 1.59+ , Providing And Fixing Bath Shower Of Approved Quality/Make.C.P. Brass Of Heavy & Superior Quality 150Mm , 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.,)20Mm Nominal Size , Supply, Installation, Testing And Commissioning Of Mnre Approved Grid Tied Solar Panels With Inverter, Meter, Cable Etc. Suitable For Rooftop Installation As Well As Utility Scale Solar Power Projects With 25 Years Of Linear Generation Warranty. Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground/Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Designed To Withstand Wind Velocity Up To 150Km/Hr. Grid Tie Transformer Less Inverters, Multiple Independent Mppts, Peak Efficiency Of 98%. Connect Up To Multiple Strings Pv Arrays, Easy & Fast Connection, Built-In String-Level Monitoring, Ip65 Protection Level, Wi-Fi / Internet Based Remote Monitoring With 5 Years Warranty. All Cabling Up To Panel And Metre, Earthing Etc. Required Accessories And Taxes Are Inclusive. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shall Be 5 Year Service Warranty For Panel, Inverter, Meter, Cable Etc. And Suitable Provision Shall Be Included In Tender Document.Solar Panels More Than 10 Kw And Up To 50 Kw At A Single Location. , Providing And Fixing Wall Panelling Using Soft Wood Frame Of Size 50X25mm @600 Mm C/C In Both Directions Duly Treated With Anti-Termite Treatment Making Grooves Painting Of Grooves Specification And Drawing Using : Isi 9 Mm Teak Ply One Side Bwr , Providing And Fixing Nigeria / Ghana /Ivory Coast Teak Wood Grade-I Mouldings And Beadings In Droos And Windows Size :-50X20 Mm Total , Providing And Fixing Wooden Moulded Corner Beading Of Triangular Shape To The Junction Of Panelling Etc. With Iron Screws, Plugs And Priming Coat On Unexposed Surface Etc. Complete 2Nd Class Teak Wood. 50X50mm (Base And Height) For Corners Considered 1/5 Th Of Item 2 , Providing And Applying Malamine Polish On Teak Wood Work Of Approved Brand And Manufacture To Give An Even Shade With Two Or More Coats By Compressor Including Sand Papering, Wood Filler Coat Etc Complete In All Respect. New Work Same As Per Item No 1 , Providing And Fixing 15 Mm Thick Densified Tegular Edged Eco Friendly Light Weight Calcium Silicate False Ceiling Tiles Of Approved Texture As Per Direction Of Engineer-In-Charge Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections (Galvanizing @120 Grams Per Sqm) Consisting Of Main „T‟ Runner Suitably Spaced At Joints To Get Required Length And Size Of 24X38mm Made From 0.33 Mm Thick (Minimum) Sheet, 1200Mm Centre To Centre, And Cross „T‟ Of Size 24X32mm Made Out Of 0.33Mm (Minimum) Sheet, 1200Mm Long Spaced Between Main „T‟ At 600Mm Centre To Centre To Form A Grid Of 1200X600mm And Secondary Cross ‟T‟ Of Length 600Mm And Size 24X32mm Made Out Of 0.33 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grid Of Size 600X600mm Resting......On Periphery Walls/Partitions On A Perimeter Wall Angle Precoated Steel Of Size (24X24x3000mm Made Of 0.40Mm Thick (Minimum) Sheet With The Help Of Rawl Plugs At 450Mm Centre To Centre With 25Mm Long Dry Wall Screws @ 230Mm Interval And Laying 15Mm Thick Densified Edged Calcium Silicate Ceiling Tiles Of Approved Texture In The Grid Including Cutting /Making Opening For Services Like Diffusers, Grills, Light Fitting, Fixtures, Smoke Detectors Etc., Wherever Required, Main „T‟ Runners To Be Suspended From Ceiling Using 50 Mm Long M 6 Dash Fasteners, 6Mm G.I. Fully Threaded Rods With Galvnised Steel L Cleat Level Adjusters Of Size 80X25x2mm, Spaced At 1200Mm Centre To Centre Long Main „T‟ Bottom Exposed With 24Mm Of All T-Sections Shall Be Pre-Painted With Polyster Baked Paint, For All Heights, As Per Specifications, Drawing And As Directed By Engineer-In-Charge. Note :- Only Calcium Silicate False Ceiling Area Will Be Measured From Wall To Wall. No Deduction Shall Be Made For Exposed Frames/Opening (Cut Outs)Having Area Less Than 0.30 Sqm. The Calcium Silicate Ceiling Tiles Shall Have Nrc. , Desk Top Computer Mid Highlevel Configuration (Intel I7 With 14Th Generation (Estimated Cost Rs. 90,000 Considering Pre-Installed Genuinewindows 11 Profesional, 16 Gb Ram And 1 Tb Storage) , Ups 1Kva , Supply Of Computer Table Of Modular Nature Having All The Necessary Arrangement For Keyboard, Cpu, Ups, Printer And Wire Manager Table Top : The Table Top Of Size 900 X 600Mm(Wxd) Would Be Made Out Of Post Formed On 25 Mm Thick Particle Board With 0.7Mm Thick Carvica Sheet In Half Round Post Formed Finish On The Front And Rear Side, Matching Color Compensating Laminate Fixed On The Bottom Side. Other Two Sides Are Edge Banded And Duly Sealed With 1.5 Mm Thick Pvc Edge Banding Of Matching Color With High Pressure Through Feed Machine. Keyboard Below The Table Top The Keyboard Pull Out Tray Having Sliding Arrangement Fixed On Side Supporting Legs With 450Mm G.I. Telescopic Channel. Keyboard Of Size 750 X 450 Made Out Of 18 Mm Thick Particle Board Laminate With 0.7Mm Thick Laminate Sheet Having All Four Sides Flat Edge Banded And Duly Sealed With 1.5 Mm Thick Pvc Edge Banding Of Matching Color With High Pressure Through Feed Machine. Side Support :Two Supporting Side Leg Of Size 600 750Mm(Wxh) Made Out Of Post Formed On 18 Mm Thick Particle Board With 0.7Mm Thick Carvica Sheet In Half Round Post Formed Finish On Two Sides And Other Two Sides Are Edge Banded And Sealed With Cpu, Ups & Printer Places Table Having The Provision For Cpu Of Size 300 X 600 X 600Mm(Wxdxh) Below The Table Top On The Right Side Of Table Adjoining To This On Left Side Below The Table The Provision For Ups Of Size 450 X 600 X 250Mm (Wxdxh) And Above This The Provision For The Printer And Stationary Having Overall Dimension Of 450 X 600 X 300Mm(Wxdxh). All This Is Made Out Of 18 Mm Thick Particle Board Laminate With 0.7Mm Thick Laminate Sheet Having All Four Sides Flat Edge Banded And Duly Sealed With 1.5 Mm Thick Pvc Edge Banding Of Matching Color With High Pressure Through Feed Machine. All The Parts Of The Table Are Duly Fixed With Mini Fix Dowel System With Each Other Having Matching Drilled Holes To Be Made On Cnc Multi Hole Boring Machine For Proper Matching And Alignment Of The Different Part Of The Table, 4Nos. Of Self Adjusting Level Screw Of Size 45 X 6Mm Are Provide At The Bottom Of The Both Legs For The Proper Leveling Of The Table. , Providing And Fixing Wooden Moulded Corner Beading Of Triangular Shape To The Junction Of Panelling Etc. With Iron Screws, Plugs And Priming Coat On Unexposed Surface Etc. Complete 2Nd Class Teak Wood. 50X50mm (Base And Height) For Corners Considered 1/5 Th Of Item 2 , Automatic Weather Station Under Hydro Metrology Lab. With Installation. , Nvr 32 Channel 4K , Poe Switch 8 Port Full Giga(10/100/1000) , Poe Switch 24 Port Full Giga(10/100/1000) , Hard Disk 10Tb , Bullet Camera 5Mp 6Mm , Bullet / Dom Camera 5 Mp , Cat- 6 Outdoor Cable(300 Mtr.) , 4U Poe Rack , 8U Network Rack With Pdu, Self Tray , Rj-45 Moduler Plug , Optic Fiber Cable Outdoor , Sfp Fiber Convertor , Sfp Moduler , Spike Power , Bird Spike , Pvc Box For Camera , Pole Mount Brackets , U Clip For Wire Fixing , Ups 600Va , Hdmi Switch 4 Port 4K , Usb Extension Cable , Wireless Mouse , Led Tv 65 Full Hd , Installation & Service Charge , Earth Work In Excavation In Foundation, Trenches Or Drain (Not Exceeding 1.50 M In Width) Including Dressing Of Sides And Ramming Of Bottom, Lift Up To 1.5 M Including Getting Out The Excavated Soil And Disposals Of Surplus Excavated Soil As Directed With A Lead In A 50 M, All Kind Of Soil. , Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth Side Of Foundation Etc In Layer Not Exceeding 20Cm In Depth, Consolidating Each Deposited Layer By Ramming And Watering Including Lead Up To 50M And Lift Up To 1.5M , P & L In Position Cement Concrete Including Curing Compaction Etc. Complete Using Stone Aggregate 40 Mm Nominal Size In Foundation Plinth, Excluding The Cost Of Shuttering Using 1 Cement:4 Sand:8 Aggregate .(C)40Mm , Brick Masonry In Foundation And Plinth With Brick Of Cd 100 In Cement Sand Mortar 1:5, Add Extra Over Item No.6 (A)For Using Brick Class Designation 100 Instend Of Class Designation 75 , Brick Masonry For Super Structure With Brick Of Cd 100 In Cement Sand Mortar 1:5, Add Extra Over Item No.6 (A)For Using Brick Class Designation 100 Instend Of Class Designation 75,(B) Extra For Brick Work In Superstructure Above Plinth Level For Every 5 M And Part Thereof , 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 , Providing And Fixing Unplasticized Poly Vinyl Chloride (Upvc) Swr Pipes Fittings Type B For Sciland Waste Discharge System (Is:13592 : 1992 Marked) Of Approved Quality /Make Bend 87.5 Dg. 110Mm Dia , Cement Plaster With Cement Sand Mortar 1:5 Including Racking Of Joints, Smooth Finishing And Curing Etc. Complete Including All Leads Of All Materials Of Thickness 12 Mm Thick In 1 Coats. , Cement Concrete Flooring Grade 1:2:4 (1 Cement, 2 Course Sand, 4Graded Stone Aggregate) Rounded Off Edge Etc. But Excluding The Cost Of Nosing Etc. Complete, 40 Mm Thick With 20 Mm Nominal Size Aggregate. , Construction Of Soakage Well In All Type Of Soil With 300 Mm Thick Dry Masonry, Top And Bottom 300 Mm Course In Cm 1:6, 80Mm Thick Stone Slab, Jointing Of Slab In Cm 1 : 3, Ralthal, Kharanja, 40 Mm Thick M-15 Grade cement concrete Flooring , Earthwork Complete As Per Approved Drawing Including Disposal Of Earth Within A Lead Of 50 Mtr.: Size 300 Cm. Dia Outside & 300 Cm. Depth , 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. Welded Mesh 25Mmx25mmx2.10Mm , Providing And Fixing T-Iron Frames For Doors Window And Ventilators Of Mild Steel Tee-Sections, Joints Mitered And Welded With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Blocks 15 X 10 X 10 Cm Of 1:3:6 (1 Cement :3 Course Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) Or With Wooden Plug And Screw Or Rawl Plugs And Screws Of With Fixing Clips Or With Bolts And Nuts As Require Including Fixing Of Necessary But Hinges And Screw And Applying A Priming Coat Of Approved Steel Primer. , 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 (A) Single Leaf Shutters , (B)Add Extra For Double Leaf Shutters. , White Washing With Lime To Give An Even Shade Including All Scaffolding.New Work Three Or More Coats. , Painting With Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade. : Two Or More Coats On New Work. , P & F Indian Type White Glazed Vitreous China Ist Quality Wc Orissa Pan (Is : 2556 Mark) With 100 Mm Vitreous China P Or S Trap Including Cutting And Making Good The Wall And Floor/ Size 580 X 440 Mm , P & F G I Pipes (External Works) With G I Fitting ( Is: 1239 Mark) Including Trenching & Refilling Earth Etc. 15 Mm Dia Nominal Bore Class - B , P & F G.I. Pipes (External Work) With G.I. Fittings Excluding Union (Is : 1239 Mark) Including Trenching & Refilling Earth Etc.: 25 Mm Dia Nominal Bore Class-B , P & F Bib Cock ( Is:8931 Mark), Superior Quality Of Approved Make. ( Brass 400 Gm, 15 Mm Nominal Bore) , P & F Storage Tank ( Is : 12701 Marked Indicated The Bis License No), Approved Make With Cover, 25 Mm Dia Im Long G I Over Flow Pipe & 25 Cm Long Wash Out Pipe With Plug & Socket, Including Making Connection Etc. Complete Of Approved Design. ( 500 Ltrs) , P & F Flush Cock/Flush Valve ( Is:9758 Mark) For W/C Of Approved Quality Make.Cp Brass Half Turn Exposed 25 Mm Nominal Bore. , Providing And Laying And Jointing Glazed S W Pipe Grade A ( Is 651 Marked) Of Approved Make With Spun Yarn And Stiff Mixer Of Cement Mortar 1:1 Excavation And Refilling Of Earth In All Type Of Soil Upto 1.20 Mtr Depth S W Fitting Including Testing Of Joints Etc Complete. 100 Mm Dia , Providing & Laying cement concrete 1:5:10 (Stone Aggregate 40Mm Nominal Size) All Around S.W. Pipe Including 15 Cm. Thick Bed Concrete (Width W= Diameter Of Pipe In Cm+30 Cm.)( Excluding Cost Of Pipe) 100Mm Dia S.W. Pipe. , Providing And Laying Four Courses Water Proofing Treatment With Bitumen Felt Over Roofs Consisting Of First And Third Courses Of Blown Bitumen 85/25 Or 90/15 Conforming To Is : 702 Applied Hot 1.45Kg. Per Square Meter Of Area For Each Course, Second Course Of Roofing Felt Type 3 Grade -I (Hessian Based Self Finished Bitumen Felt )And Fourth And Final Course Of Stone Grit 6Mm And Down Size Of Pea Sized Gravel Spread At 6Cubes Diameter Per Square Meter Including Preparation Of Surface, But Excluding Grading, Complete With Bitumen Felt (Hessian Base) Type 3 Grade - I Conforming To : 1322.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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