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Tender For Implementation Of Opd Transformation Works At Thqh Vandoor, malappuram-Kerala

Boards / Undertakings / PSU has published Tender For Implementation Of Opd Transformation Works At Thqh Vandoor. Submission Date for this Tender is 03-07-2023. Earth Moving Machinery Tenders in malappuram Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

38254330
Tender For Implementation Of Opd Transformation Works At Thqh Vandoor
Open Tender
Indian
Kerala
Malappuram
03-07-2023

Tender Details

Tender For Implementation Of Opd Transformation Works At Thqh Vandoor. 1 Civil Works 2 15.3 : Demolishing R.C.C. Work Manually / By Mechanical Means Including Stacking Of Steel Bars And Disposal Of Unserviceable Material With In 50 Metres Lead As Per Direction Of Engineer -In-Charge. 3 15.7.4 : 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 4 15.18 : Dismantling Steel Work In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates, Boltd, Nuts, Cutting Rivets, Welding Etc. Including Dismembering And Stacking Within 50 Metres Lead. 5 15.28.1 : Dismantling Roofing Including Ridges, Hips, Velleys And Gutters Etc., And Stacking The Material Within 50 Metres Lead Of :G.S. Sheet 6 15.57 : Dismantling Aluminium / Gypsum Partitions, Doors, Windows, Fixed Glazing And False Ceiling Including Disposal Of Unserviceable Surplus Material And Stacking Of Serviceable Material With In 50 Metres Lead As Directed By Engineer - In-Charge 7 16.83 : Taking Out Existing Cc Interlocking Paver Blocks From Footpath / Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. 8 2.8.1 : 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 9 2.31 : Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Up To 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Up To A Distance Of 50 M Outside The Periphery Of The Area Cleared 10 4.1.8 : Providing And Laying In Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering - All Work Up To Plinth Level:1:4:8 ( 1 Cement : 4 Coarse Sand : 8 Graded Stone Aggregate 40 Nominal Size ) 11 5.1.2 : 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 :3 Graded Stone Aggregate 20 Mm Nominal Size 12 5.2.2 : 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. Up Tot Floor Five Level Excluding Cost Of Centering, Shuttering, Finishing And Reinforcement :1:1.5:3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size ) 13 5.3 : Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs, Having Slope Up To 150 Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Up To Floor Five Level Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement, With1:1.5:3 ( 1 Cement : 1.5 Coarse Sand ( Zone Iii ) : 3 Graded Stone Aggregate 20 Mm Nominal Size ) . 14 5.9.1 : Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Foundations, Footings, Bases Of Columns, Etc For Mass Concrete 15 5.9.3 : Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Suspended Floors, Roofs, Landings, Balconies And Access Platform 16 5.9.5 : Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Lintels, Beams, Plinth Beams, Girders Bressumers And Cantilevers 17 5.9.6 : Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Columns, Pillars, Piers, Abutments, Posts And Struts 18 5.9.19 : Centering And Shuttering Including Strutting, Etc. And Removal Of Form For:Weather Shade, Chajjas, Corbels Etc., Including Edges 19 5.22.6 : 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 20 2.25 : Filling Available Excavated Earth ( Excluding Rock ) In Trenches, Plinth, Sides Of Foundations 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.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. 21 7.1.1 : 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 ) 22 50.6.1.2 : Solid Block Masonry Using Pre Cast Solid Blocks ( Factory Made ) Of Size 40X20x20cm Or Nearest Available Size Confirming To Is 2185 Part I Of 1979 For Super Structure Up To Floor Two Level Thickness 20Cm And Above In: Cm 1:6 ( 1 Cement: 6 Coarse Sand ) Etc Complete. 23 50.6.3.2 : 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 24 22.3 : Providing And Laying Water Proofing Treatment To Vertical And Horizontal Surfaces Of Depressed Portions Of W.C. Kitchen And The Like Consisting Of : I ) I Course Of Applying Cement Slurry @ 4.4 Kg / Sqm Mixed With Water Proofing Compound Conforming To Is: 2645 In Recommended Proportions Including Rounding Off Junction Of Vertical And Horizontal Surface. Ii ) Ii Course Of 20 Mm Cement Plaster 1:3 ( 1 Cement : 3 Coarse Sand ) Mixed With Water Proofing Compound In Recommended Proportion Including Rounding Off Junction Of Vertical And Horizontal Surface.Iii ) Iii Course Of Applying Blown Or Residual Bitumen Applied Hot At 1.7 Kg Per Sqm Of Area. Iv ) Iv Course Of 400 Micron Thick Pvc Sheet. ( Overlaps At Joints Of Pvc Sheet Should Be 100 Mm Wide And Pasted To Each Other With Bitumen @ 1.7 Kg / Sqm. 25 22.6 : 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 ) 26 13.4.1 : 12 Mm Cement Plaster Of Mix:1:4 ( 1 Cement : 4 Coarse Sand ) 27 50.13.1 : 9 Mm Cement Plastering Of Mix : 1:3 ( 1 Cement : 3 Fine Sand ) Including All Cost Of Materials, Labour Charges Etc Complete 28 13.43.1 : Applying One Coat Of Water Thinnable Cement Primer Of Approved Brand And Manufacture On Wall Surface:Water Thinnable Cement Primer 29 13.45.1 : Finishing Walls With Textured Exterior Pint Of Required Shade:New Work ( Two Or More Coats Applied @ 3.28 Ltr / 10 Sqm ) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20 Kg / 10 Sqm 30 13.60.1 : Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 31 11.41.2 : Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption Less Than 0.08% And Conforming To Is : 15622, Of Approved Make, In All Colours And Shades, Laid On 20 Mm Thick Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) , Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete.Size Of Tile 600 X 600 Mm. 32 16.89 : Providing And Laying Matt Finished Vitrified Tile Of Size 300X300x9.8Mm Having With Water Absorption Less Than 0.5% And Conforming To Is: 15622 Of Approved Make In All Colours And Shades In For Outdoor Floors Such As Footpath, Court Yard, Multi Models Location Etc., Laid On 20Mm Thick Base Of Cement Mortar 1:4 ( 1 Cement : 4 Coarse Sand ) In All Shapes & Patterns Including Grouting The Joints With White Cement Mixed With Matching Pigments Etc. Complete As Per Direction Of Engineer-In-Charge. 33 10.14.1.1 : Providing And Fixing Pressed Steel Door Frames Conforming To Is: 4351, Manufactured From Commercial Mild Steel Sheet 1.60 Mm Thickness, Including Hinges, Jamb, Lock Jamb, Bead And If Required Angle Threshold Of Mild Steel Angle Of Section 50X25 Mm, Or Base Ties Of 1.60 Mm Pressed, Mild Steel Welded Or Rigidly Fixed Together By Mechanical Means, Including M.S. Pressed Butt Hinges 2.5 Mm Thick With Mortar Guards, Lock Strike-Plate And Shock Absorbers As Specified And Applying A Coat Of Approved Steel Primer After Pre-Treatment Of The Surface As Directed By Engineer-In-Charge:Profile Bfixing With Adjustable Lugs With Split End Tail To Each Jamb 34 10.13.1 : Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee- Sections, Joints Mitred And Welded, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer.Fixing With 15X3 Mm Lugs 10 Cm Long Embedded In Cement Concrete Block 15X10x10 Cm Of C.C. 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 35 9.53 : Providing 40X5 Mm Flat Iron Hold Fast 40 Cm Long Including Fixing To Frame With 10 Mm Diameter Bolts, Nuts And Wooden Plugs And Embeddings In Cement Concrete Block 30X10x15 Cm 1:3:6 Mix ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20 Mm Nominal Size ) 36 10.5.2 : Providing And Fixing 1 Mm Thick M.S. Sheet Door With Frame Of 40X40x6 Mm Angle Iron And 3 Mm M.S. Gusset Plates At The Junctions And Corners, All Necessary Fittings Complete, Including Applying A Priming Coat Of Approved Steel Primer.Using Flats 30X6 Mm For Diagonal Braces And Central Cross Piece 37 10.30.1 : Providing & Fixing Glass Panes With Putty Andglazing Clips In Steel Doors, Windows, Clerestory Windows All Complete With :4.0 Mm Thick Glass Panes 38 10.31 : Providing And Fixing Angle Iron Frames For Doors, Windows And Ventilators Of Mild Steel Angle Sections Of Size 35X35x5 Mm, Joints Mitred And Welded By Angle Iron 35X35x5 Mm Or 35X 5 Mm Flat Pieces To The Existing T-Iron Frame Or To The Wall With Dash Fastener, Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer, All Complete As Per The Direction Of Engineer In Charge. 39 9.48.1 : Providing And Fixing M.S. Grills Of Required Pattern In Frames Of Windows Etc. With M.S. Flats, Square Or Round Bars Etc. Including Priming Coat With Approved Steel Primer All Complete.Fixed To Steel Windows By Welding 40 50.9.15.5 : Providing And Fixingiron Hooks And Eyes: 100 Mm 41 13.61.1 : Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade:Two Or More Coats On New Work 42 9.119 : Providing And Fixing Factory Made P.V.C. Door Frame Of Size 50X47 Mm With A Wall Thickness Of 5 Mm, Made Out Of Extruded 5 Mm Rigid Pvc Foam Sheet, Mitred At Corners And Joined With 2 Nos. Of 150 Mm Long Brackets Of 15X15 Mm M.S. Square Tube, The Vertical Door Frame Profiles To Be Reinforced With 19X19 Mm M.S. Square Tube Of 19 Gauge, Epdm Rubber Gasket Weather Seal To Be Provided Through Out The Frame.The Door Fame To Be Fixed To The Wall Using M.S. Screws Of 65 / 100 Mm Size, Complete As Per ManufacturerS Specification Anddirection Of Engineer-In Charge. 43 9.120.1 : Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Sized Of 19 Mm X 19 Mm For Styles And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture.M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Whicj 50 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree Angle On Both Side Forming Styles And 5Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which75 Mm Shall Be Tapered In 45 Degree On Th Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flatand 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail.Top, Bottom And Lock Rails Shall Be Provided Both Side Of The Panel. 10 Mm ( 5 Mmx2 ) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded / Sealed To The Styles & Rails With 7 Mm ( 5 Mm + 2 Mm ) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interior Side Of The C Channel Using Pvc Solvent Adhesive Etc.Complete As Per Direction Of Engineer -In-Charge, ManufactureS Specification & Drawing.30 Mm Thick Plain Pvc Door Shutters 44 21.1.1.2 : 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, Aluminnium 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 Portionpowder Coated Aluminium ( Minimum Thickness Of Powder Coating 50 Micron ) 45 21.3.2 : 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 5.50 Mm Thickness 46 13.91 : Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches Etc. Complete. 47 13.98.1 : Wall Painting With Plastic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade:One Or More Coats On Old Work 48 13.99.1 : Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade :One Or More Coats On Old Work 49 13.110.1 : Finishing Walls With Textured Exterior Paint Of Required Shade :Old Work ( Two Or More Coats On Existing Cement Paint Surface Applied @ 3.28 Ltr / 10 Sqm 50 10.16.1 : 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 51 10.28 : Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes, Channels, Plates Etc., Including Welding, Grinding, Buffing, Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I / C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-In-Charge, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc. ) 52 12.50 : 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 Grams Per Sqm As Per Is: 277, In 240 Mpa Steel Grade, 5-7 Microns Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge. The Sheet Shall Be Fixed Using Self Drilling / Self Tapping Screws Of Size ( 5.5X55mm ) 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. 53 50.9.11.1 : Providing And Fixing Thomson Multi Wood Board Or Equivalent Make Paneling 12 Mm Thick, To Frame, Backing Or Studding With Screws Etc.Complete ( Frames, Backing Or Studding To Be Paid Separately ) As Per The Direction Of Site Engineer-In-Charge. 54 50.9.12.1 : Providing And Fixing Thomson Multi Wood Board Or Equivalent Make, In Shelves With Screws And Fittings Wherever Required, Edges To Be Painted With Polyurethane Primer ( Fittings To Be Paid Separately ) As Per The Direction Of Site Engineer-In-Charge. 55 21.12.3 : Providing And Fixing Aluminium Tubular Handle Bar 32 Mm Outer Dia, 3.0Mm Thick & 2100 Mm Long With S.S. Screws Etc. Complete As Per Direction Of Engineer -In-Charge.Polyester Powder Coated Minimum Thickness 50 Micron Aluminium Tubular Handle Bar 56 16.68 : Providing And Laying 60 Mm Thick Factory Made Cement Concrete Interlocking Paver Block Of M - 30 Grade Made By Block Making Machine With Strong Vibratory Compaction, Of Approved Size, Design & Shape, Laid In Required Colour And Pattern Over And Including 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Fine Sand Etc. All Complete As Per The Direction Of Engineer-In-Charge. 57 17.2.1 : Providing And Fixing White Vitreous China Pedestal Type Water Closet ( European Type W.C. Pan ) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device ( Handle Lever ) , Conforming To Is : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required:W.C. Pan With Isi Marked White Solid Plastic Seat And Lid 58 17.7.4 : 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 Flat Back Wash Basin Size 550X400mm With Single 15 Mm C.P.Brass Pillar Taps 59 50.17.1.5 : 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. 60 17.28.2.1 : Flexible Pipe32 Mm Dia 61 18.54.4 : Providing And Fixing Ptmt Bib Cock Of Approved Quality And Colour.15 Mm Nominal Bore, 90 Mm Long, Weighing Not Less Than 93 Gms 62 18.58.2.1 : Providing And Fixing Ptmt Grating Of Approved Quality And Colour.Rectangular Type With Openable Circular Lid150 Mm Nominal Size Square 100 Mm Diameter Of The Inner Hinged Round Grating 63 19.32.1 : Making Soak Pit 2.5 M Diameter 3.0 Metre Deep With 45 X 45 Cm Dry Brick Honey Comb Shaft With Bricks And S.W. Drain Pipe 100 Mm Diameter, 1.8 M Long Complete As Per Standard Design.With Common Burnt Clay F.P.S. ( Non Modular ) Bricks Of Class Designation 7.5 64 51.19.St1 : Supplying And Installing Ready Made Pvc Septic Tank Including The Cost Of Carriage, Trenching, Placing At The Level Below Ground Level As Specified As Per The Direction Of Engineer In Charge ( Provision For Cc / Rcc / Sand / 06Mm Aggregate For The Preparation Of Bed Shall Be Paid Separately ) 1. Below 15 Flush Capacity 65 50.18.7.3.2 : 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 25 Mm Dia 10Kgf / Cm2- Internal Work- Exposed On Wall 66 50.18.8.2.2 : 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. 20 Mm Pipe 10 Kgf / Cm2 67 50.18.9.6.2 : 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 6 Kgf / Cm2 68 50.18.9.9.2 : Providing And Fixing Pvc Pipes Includes Joints Of Pipes With One Step Pvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer In Charge. 110 Mm Dia 4 Kg / Cm2 69 50.18.9.19.2 : Providing And Fixing Pvc Pipes Including Fixing The Pipe With Clamps / Clips 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 110 M Dia 4 Kgf / Cm2 - External Work - Exposed On Wall 70 50.18.9.22.4 : Providing And Fixing Pvc Moulded Fittings / Accessories For Rigid Pvc Pipes, Including Jointing With Pvc Solvent Cement- 110 Mm Dia Bend 71 Od250277 / 2022_2023 : Supplying And Fixing Granite Name Board 72 Od250278 / 2022_2023 : Window Curtain:- Zebra Blinds Window Curtain – 150X130 Cm 73 Od250279 / 2022_2023 : Od115390 / 2018_2019 : Providing And Fixing &Quot;Medical Grade Curtain With Rail System For Observation Room For <Br>Segregating The Cubicle Area Powder Coated 16 Swg Aluminium Track Stainless Steel Hooks Powder Coated Suspenders Etc. <Br>Imported High Quality Anti Microbial And Water Repellent Netted Curtain. Dim: 8 Ft Length X 5 Ft Width X 7 Ft Height Netted <Br>Area Length 1.5 Ft From The Top- For 1 Cubicle In Observation Room&Quot; As Per Design, Drawing, Approval And Direction <Br>Of Engineer At Site. 74 Od250280 / 2022_2023 : Providing And Fixing I St Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The <Br>Manufacturer ) , Of Approved Make, In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By <Br>Engineer -In-Charge, In Skirting, Risers Of Steps And Dados, Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse <Br>Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm, Including Pointing In White Cement Mixed With Pigment Of <Br>Matching Shade Complete. 75 Od250391 / 2022_2023 : Providing And Fixing 18 Mm Thick Jet Black Granite Gang Saw Cut, Mirror, Polished, Premoulded And Prepolished, Machine <Br>Cut For Vanity Counters And Similar Locations, Of Required Size, Approved Shade, Colour And Texture Including Edge Rounding <Br>Polishing Etc. Complete As Per The Directions Of Engineer At Site 76 Electrical Works 77 1.28.1 : Supplying And Fixing Following Modular Base & Cover Plate On Existing Modular Metal Boxes Etc. As Required.1 Or 2 Module 78 1.28.3 : Supplying And Fixing Following Modular Base & Cover Plate On Existing Modular Metal Boxes Etc. As Required.4 Module 79 1.28.5 : Supplying And Fixing Following Modular Base & Cover Plate On Existing Modular Metal Boxes Etc. As Required.8 Module 80 1.23.1 : Supplying And Fixing Following Piano Type Switch / Socket On The Existing Switch Box / Cover Including Connections Etc. As Required.5 / 6 Amps Switch 81 1.23.3 : Supplying And Fixing Following Piano Type Switch / Socket On The Existing Switch Box / Cover Including Connections Etc. As Required.15 / 16 Amp Switch 82 1.23.4 : Supplying And Fixing Following Piano Type Switch / Socket On The Existing Switch Box / Cover Including Connections Etc. As Required.3 Pin 5 / 6 Amp Socket Outlet 83 1.23.6 : Supplying And Fixing Following Piano Type Switch / Socket On The Existing Switch Box / Cover Including Connections Etc. As Required.Telephone Socket Outlet 84 1.7.2 : Wiring For Circuit / Sub Main Wiring Alongwith Earth Wirewith The Following Sizes Of Frls Pvc Insulated Copper Conductor, Single Core Cable In Surface / Recessed Steel Conduit As Required2x2.5 Sq.Mm+1X2.5 Sq.Mm Earth Wire 85 1.24.3 : 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 86 1.25 : Supplying And Fixing Two Module Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required. 87 1.26 : Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate & Switch Box Excluding Modular Plate As Required.

Key Value

Document Fees
INR 2950 /-
EMD
INR 50000.0 /-
Tender Value
INR 61.92 Lakhs /-
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