Tender For Civil Work - Renovation Of Library Building At Pallipattu In Thiruvallur District., pallipet-Tamil Nadu

Tender For Civil Work - Renovation Of Library Building At Pallipattu In Thiruvallur District. ; 1 Dismantling And Clearing Away And Carefully Stacking The Materials Useful For Reuse Of Pressed Tiles & Weathering Course Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. 2 Dismantling Clearing Away And Carefully Stacking Materials Useful For Reuse Of Brick / Stone Masonry In Cement Mortar Walls Under 3M High. 3 Earth Work Excavation For Foundation In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requiring Blasting Inclusive Of Shoring Shuttering, Bailing Out Water Wherever Necessary And Depositing The Surplus Earth Within The Compound In Places Shown By Thedepartmental Officers With An Initial Lead Of 10 Mts And Initial Lift Of 2 Mts. And Clearing And Levelling The Site, Etc., Complete Complying With Standard Specification. 4 Supplying And Filling In Foundation, Basement, Etc With Crushed Stone Sand Filling In Layers Of Not More Than 15 Cm Thick Well Watered, Rammed And Consolidated Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. 5 Relaying Of Cement Concrete 1:5:10 ( One Cement, Five Sand And Ten Hard Broken Stone Jelly ) Using 40 Mm Gauge Hard Broken Granite Stone Jelly For Foundationincluding Dewatering Wherever Necessary And Laid In Layers Of Not More Than 15 Cm Thick Well Rammed, Consolidated And Curing Etc. Complete Complying With Standard Specification. 6 Supplying And Erecting Steel Centering Including Necessary Supports For Plane Surfaces For Reinforced Cement Concrete Works Such As Column Footings, Column Pedestals, Plinth Beams, Grade Beams, Staircase Steps, Etc. Which Require Only Nominal Strutting Using Mild Steel Sheets Of Size 90Cm X 60Cm And 10 Bg Stiffened With Welded Mild Steel Angles Of Size 25Mm X 25Mm X 3 Mm For Boarding, Laid Over Silver Oakjoists Of Size 10Cm X 6.5Cm Spaced At About 75Cm Centre To Centre Or At Suitable Intervals Etc. Complete In All Floors Complying With Standard Specifcation. ( Payment For Centering Shall Be Given After The Concrete Is Laid ) . 7 Supplying And Erecting Steel Centering For Sides And Soffits Including Supports And Strutting Upto 3.29M Height For Plane Surfaces Such As Rcc Floor Slab, Roof Slab, Rectangular, Square Tee Or Ell Beams, Lintels, Staircase, Waist Slab, Landing Slab, Landing Beam, Portico Slab, Portico Beams In All Floors With All Cross Bracings Using Mild Steel Sheets Of Size 90Cmx60cm And 10 Gauge Stiffened With Welded Mild Steel Angles Of Sizes 25Mmx25mmx3mm For Boarding Laid Over Silver Oakjoists Of Size 10X6.5Cm Spaced At About 90Cm Centre To Centre Suppported By Casurina Props 10Cm To 13Cm Dia Spaced At 75Cm Centre To Centre Etc. Complete Complying Withstandard Specification And As Directed By Thedepartmental Officers. 8 For Plane Surface Such As Rcc Floor Slabs, Roof Slabs, Rectangular Beams, Tee Beams, Ell Beams, Lintels, Landing Slabs, Waist Slabs, Canopy Slabs Etc. 9 For Plane Surfaces Such Asrectangular Or Square Rcc Columns, Sunshades, Top And Bottom Slab Of Rcc Boxing, Etc. 10 Relaying In Position, Standardised Concrete Mix M-20 Grade In Accordance With Is 456-2000, Using 20Mm And Down Graded Hard Broken Granite Store Jelly For All Rcc Items Of Works With Minimum Cement Content Of 325 Kg / M3 And Maximum Water Cement Ration Of 0.55, Including Admixture ( Plasticiser / Super Plasticiser ) In Recommended Proportions As Per Is: 9103 To Accelerate, Retard Setting Of Concrete, Improveworkability Without Impairing Strength And Durability With About ( 5 Cu.M. ) 7730 Kg Of 20Mm Machine Crushed Stone Jelly And With About ( 3.3 Cu.M. ) 5156 Kg. Of 10-12Mm Machine Crushed Stone Jelly And With About ( 4.79 Cu.M. ) 7670 Kg. Of Sand, But Excluding Cost Of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing Etc., And Providing Fixtures Like Fan Clamps In The Rcc Floor / Roof Slabs Wherever Necessary And Bearing Surfaces Of Walls, Beams Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements Of Is Standards. ( No Separate Payment Will Be Made By The Department For The Excess Usage Of Mateials ) . 11 For Foundation And Basement 12 In Ground Floor 13 In First Floor 14 Supplying, Fabricating And Placing In Position Mild Steel / Ribbed Tor Steel Grills For All Rcc Works As Per Design Given Including Cost Of Steel And G.I. Binding Wire In All Floors Etc., Complete Complying With Standard Specification. And As Directed By The Departmental Officers. ( Contractor Has To Make His Own Arrangements For The Supply Of Steel And Binding Wire ) . 15 Reconstruction Of Brick Work In Cement Mortar 1:6 ( One Cement And Six Sand ) Using Using Best Quality Ii Class Ground Moulded Chamber Burnt Bricks Of Size 9 X 43 / 8X 2 3 / 4In For Foundation Andbasement And Super Structure, Complying Withstandard Specification Including Curingetc Complete As Directed By The Departmental Officers. 16 S.S. In First Floor 17 Reconstruction Of Brick Partition Walls Of Following Thickness Using Best Quality Ii Class Ground Moulded Chamber Burnt Bricks Of Size 9 X 4-3 / 8 X 2 3 / 4 In Cement Mortar 1:3 ( One Cement And Three Sand ) Using Hoop Iron Reinforcement If Found Necessary Including Curing Etc. Complete And As Directed By The Departmental Officers. ( Hoop Iron Reinforcement Will Be Measured And Paid For Separately ) . 18 S.S. In Ground Floor ( 11.50Cm ) 19 Relaying The Weathering Course In Brick Jelly Lime Concrete Using Broken Brick Jelly Of Size 20Mm Uniform Gauge In Pure Slaked Lime ( No Sand To Be Used ) To The Proportion Of Brick Jelly To Lime Being 32:12.5 By Volume And Laid Over The Rcc Roof Slab In A Single Layer Of Required Slope And Finished By Beating The Concrete With Wooden Beaters Of Approved Pattern, Keeping The Surface Constantly Wet By Sprinkling Lime Jaggery Water, Etc., Complete As Per Standard Specification And As Directed By The Deparmental Officers. 20 Relaying The Top Of Roof With One Course Of Machine Pressed Tiles Of Size 230Mm X 230Mm X 20Mm Of Approved Quality Set In Cement Mortar 1:3 ( One Cement And Three Sand ) 12Mm Thick Mixed With Water Proofing Compound Conforming To Iss At 2% By Weight Of Cement Used And The Joints Pointed Neatly To Full Depth Of Tiles With The Same Cement Mortar Mixed With Red Oxide And Water Proofing Compound Including Curing Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. 21 Repaving The Floor With Best Approved Quality Fine Polished Kota Stone Slabs Of Size 600 X 600 Of 18 / 20Mm With Machine Cut Edges And Matching Marble Slab Not Less Than 100Mm Width Other Than Adanga Marbles As Border Laid Over A Cement Mortar Bed Of 20Mm Thick Using Cement Mortar 1:3 ( One Cement And Three Sand ) Fixing The Slabs In True Right Angles With Minimum Possible Width Of Joints And Pointing The Joints With White Cement Mixed With Mathcing Colouring Pigments And Polishing With Floor Polisher To A High Degree Of Finish Etc., The Kota Stone Slabs And Other Materials To Be Used Shall Be Got Approved By The Executive Engineer Concerned Before Use On Work, Etc., Complete As Per Standard Speicification. 22 Renewing The Damaged Flooring With Plain Ceramic Tiles Of Size 305 X 305 X 6 Mm Laid Over 20 Mm Thick Cement Mortar 1:3 ( One Cement And Three Sand ) Base Mortar Over The Existing Slab / Floor Including Cutting The Tiles To The Required Size With Special Cutter Wherever Necessary, Laying In Position And Pointing With White Cement Mixed With Colouring Pigment At The Rate Of 0.3 Kg. / Sq.M. Etc., Complete Complying With Standard Specification. ( The Make And Brand Of The Tiles Should Be Got Approved By Executive Engineer Before Use On Works ) 50Mm Thick. 23 Redadooing Walls With Following Best Approved Quality, White / Colour Glazed Tiles Of Following Sizes Set In Cement Mortar 1:2 ( One Cement And Two Sand ) 10Mm Thick And Pointing The Joints With White Cement Mixed With Colouring Pigments At The Rate Of 0.40 Kg. / Sq.M. Neatly In All Floors, Curing, Etc., Complying With Standard Specification And As Directed By The Departmental Officers. 24 Dadooing With Printed Design Colour Glazed Tiles Of Size 300Mm X 450Mm X 8Mm 25 Renewing Of Two Coats Of Putty Of 3Mm Thick Over The Exposed Rcc Surface Of Ceiling Including Finishing The Joints Smoothly With Grinding Machine And The Surface Shall Be Thoroughly Cleaned Out Of Dust And Scrubbing.The Surface Shall Then Be Allowed To Dry For Atleast 48 Hours.It Shall Then Be Sand Papered ( Waterproof Abrasive Sheet ) To Give A Smooth And Even Surface.Any Unevenness Shall Be Made Good By Applying 1St Coat Of Putty Mixed With Water On The Entire Surface Including Filling Up The Undulations And Applying 2Nd Coat Of Putty After 6 Hours Of 1St Coat Of Putty And Then Sand Papering ( Waterproof Abrasive Sheet ) The Same After It Is Dry And Finishing The Surface Smoothly, Etc., Complete Complying With Standard Specifications And As Directed By The Departmental Officers. ( The Rates Are Inclusive Of Hire Charges For Grinding Machine With Wheel, Cost Of Sand Paper ( Water Proof Abrasive Sheet ) Cost Of Putty Blade, Labour Charges For Grinding The Joints And Sand Papering, Two Coats Of Putty, Scrapping The Putty Area To Level The Surface Smooth, Etc., Complete ) . The Putty Should Be Got Approved By The Executive Engineer Before Use On Work. 26 Replastering With Cement Mortar 1:5 ( One Cement And Five Sand ) , 12Mm Thick In All Floors Including Curing Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. 27 Renewing And Refixing Of Steel Doors With Following Specification.Ms Angle Of Size 40X40x6mm At 3.5 Kg / M Used For Outer Frame And Ms Angle Of Size 35X35x5mm At 2.6 Kg / M For The Shutter Frame.Stiffeners With 32X6mm At 1.5 Kg / M Ms Flat Is Provided As The Lock Rail Of The Door And Welded Intact On Both Ends To The Shutter Frame.18 G Cr Sheets Of Best Quality Is Laid As Panel In The Shutter Frames.18X5mm At 0.70 Kg / M Ms Flat Is Welded Over The 32X6mm At 1.50Kg / M Ms Flat On The Rear Side Of The Door, Sandwitching The Cr Sheet For Rigidity.Additional Stiffeners With 18X5mm At 0.7 Kg / M Ms Flats Are Provided Diagonally On The Rear Side Of The Shutter. 300Mm Length Of Highes 4 Nos. For Shutters Is Provided.6 Nos. Of Hold Fasts 200Mm Length Spliced At The Ends Are Welded To The Outer Frame Of The Door. 250Mm Lenght Of Tower Bolt 2 Nos., One At The Top And The Other At Bottom Are Provided.250X16mm Size Of One Aldrop Is Provided In Case Of Double Leaf Door At Lock Rail Section In The Door. Additional Provision For Locking Arrangements For Lock Is Provided On The Rear Side Of The Door At An Appropriate Placeand 2 Nos. Ms Handles Of Heavy Duty. Ms Flat 32X4mm At 1.10 Kg / M Is Provided On The Edge Of The One Shutter To Conceal The Gap Between The Two Shutters. A Tie Bar Is Provided At The Bottom Of The Outer Frame To Prevent Twisting Of The Frame During Transportation And Fixing.All Members Are Given One Coat Of Red Oxide Primer As Directed By The Departmental Officers. The Rate Includes Cost Of All Materials, Labour Charges, Transportation, Taxes And All Other Incidental Charges, Etc., Complete. 28 Double Leaf 29 Renewing And Refixing In Position Of Steel Window With New Steel Window With The Following Specifications: The Outer Frame Of Windows Made Out Of Z Section ( F7d ) Of Size 33 X 25 X 3Mm @ 1.419Kg / M And Conforming To Is7452-1990. Andmullions Are Made Of ( F4b ) J Section Of Size 46 X 25X 3Mm Confirming To Is 7452 / 1990. The Shutters Are Openable Shutter Should Not Be Exceed A Width Of 600Mm Horizontal Stiffneers Made Out Of Ms Flats 18X 5Mm Is To Be Provided At Equal Intervals. The Shutter Panels Shall Be Covered With 18 Gauge Ms Sheet Two Numbers Of Sterdy Hinges And Onenumber Of Handle Cum Latch Of Special Type Shall Befixed For Each Openable Shutter And Suitable Openingshall Be Left For Its Easy Operation One Number Of Adjustable Window Stay Width Locking Bracket Of Sufficient Length Shall Be Provided For Each Shutter 4 Nos.Of 40 X 40 X 3Mm Hold Fast Of 230Mm Length Shall Be Welded To The Outer Frames At Appropriate Point Ms Square Guard Bars Of 12Mm Size Shall Bewelded To The Outer Frames At Appropriate Point. Mssquare Guard Bars Of 12Mm Size Shall Be Welded Tothe Inner Face Of The Window At Equal Intervals Not Exceeding 10Cm Spacing. The Shutter Shall Be Open Out Side And All Members Shalls Be Painted With One Coat Of Red Oxide Primer. The Rate Shall Be Inclusive Of Cost Of All Materials, Labour Charges For Fixing, Transportation To The Site Of Work, Loading Andunloading Charges And All Other Incidential Charges Etc., Complete As Directed By Thedepartmental Officer. 30 Three Leaves 31 Renewing And Refixing The Solid Pvc Door Shutters Using 19 Gauge 19Mm Ms Square Tubes For Styles And Outer Frames. 15Mm Ms Square Tubes For Top, Lock And Bottom Rails.The Steel Tubes Shall Be Covered With 5Mm Thick Solid Pvc Sheets.Shutter Using 5Mm Thick Solid Pvc Sheets For Panelling Shall Rigidly Fixed In Position Including Necessary Furniture And Fittings. The Over All Size Of Styles Shall Be 50Mm X 30Mm.The Over All Size Of Top Rail, Lock Rail And Bottom Rail Shall Be 75Mm X 30Mm. The Over All Size Of Frames Shall Be 50Mm X 45Mm, With Suitable Rabate For Housing The Shutter. 32 Upvc Ventilatorspecification:Supplying And Fixing Upvc ( Un-Plasticized Polyvinyl Chloride ) Louvered Ventilators Of From The Profilethe Size Of Outer Frame 60Mm X 58Mm And Shutter Profile Size Of 60 X 78Mm Both Profiles Arereinforcedwith Gi / 1Mm 125Gsm And 100% Corrosion Free, The Profile Are Multi Chambered Sections With Wall Thick Of2mm.The Epdm Rubber ( Black Colour ) Covered With All Over The Edges Of Frame And Shutter.The Corners And Joints Should Be Welded And Cleaned.Radiations Pin Headed Glass 4Mm Thick Should Be Provided In The Louvers.The Window Should Be Fixed To The Wall With 100% Packing With Screws And Silicon Packing All Round The Frames. The Ventilator Should Be Got Approved From The Executive Engineer Before Use On Work. 33 Renewing And Refixing M.S.Grills For Gate Of Approved Design For Open Countryard, Grill, Grill Work To Doors And Window Openings Etc. Using Necessary Mild Steel Flats For Inner And Outer Members Which Should Be Fixed On Edges Including Cutting The Members, Welding, Grining, One Coat Of Priming Coat Using Best Approved Quality Red Oxide Primer, Dismantling Of Walls / Concrete If Necessary, Fixing And Finishign The Dismantled Portion To Oringinal Condition Etc.Complete Complying With Standard Specification As Directed By Departmental Officers. 34 Repainting Two Coats Of Old Plastered Wall Surface With Ready Mixed Plastic Exterior Emulsion Paint Of First Class Quality And Of Approved Colour Over A Primer Coat Including Thorough Scrapping, Clean Removal Of Dirt, And Including Necessary Plaster Of Paris Putty, Wherever Required Etc., Complete Complying With Standard Specification. 35 Repainting Two Coats Of Old Plastered Wall Surface With Ready Mixed Plastic Interior Emulsion Paint Of First Class Quality And Of Approved Colour Over A Primer Coat Including Thorough Scrapping, Clean Removal Of Dirt, And Including Necessary Plaster Of Paris Putty, Wherever Required Etc., Complete Complying With Standard Specification. 36 Painting New Iron Works Such As Steel Doors, Windows, Ventilators, Window Bars, Balustrades Etc., With Two Coats Of Best Approved First Quality And Colour Of Synthetic Enamel Paint Over One Coat Of Red Oxide Priming Coat In All Floors Including Cost Of Priming Coat Etc., Complete Complying With Standard Specification. ( The Make, Quality And Colour Of Paint Should Be Got Approved By The Executive Engineer Before Use On Works. ) 37 Renewing And Refixing Pvc Rain Water Down Fall Pipes With New Best Approved Of Bis Quality Pvc Rain Water Down Fall Pipes Having A Pressure Of 4 Kg. / Sq.Cm Including Cost Of Necessry Pvc Shoe, Pvc Bend, Cast Iron Gratings Of Required Diameter And Special Clamps, Brass Screws, Nails, Etc., And Fixing Of Cast Iron Gratings At Junction Of Parapet And The Rcc Roof Slab Including Finishing Neatly Etc., Complete. The Rate Shall Be Inclusive Of Cast Of Removable Cast Iron Grating. The Pvc Pipe Shall Be Fixed In Wall With Special Type Of U Clamp At The Centre Of The Pipe Line In Addition To Those For More Than 3.0 Metre Pipe Length, Etc., Complete Complying With Standard Specification. 38 110Mm Dia 39 Renewing And Refixing In Position Best Quality And Approved Make Of White Colour ( Without Pedestal ) Wash Hand Basin Of Size 550X 400 Mm Necessary Cast Iron Bracket 15Mm Dia Chromium Plated Pillar Tap 32Mm Dia B Class G.I. Waste Pipe 32Mm Chromium Plated Brass Waste Coupling With Rubber Plug And Chain 15Mm Dia Nylon Connection Etc. Complete Including Fixing The Wash Hand Basin In Position Including Cost Of Teak Wood Plugs Screws Rubber Washer, White Lead And Giving Water Supply Connection, Testing For Leakage Etc. Complete Complying With Standard Specification. ( The Wash Hand Basin Should Be Got Approved By The Executive Engineer Before Use On Work ) . 40 Renewing And Refixing In Position White Colour Glazed European Water Closet Of Best Quality And Approved Make With 100 Mm P Or S Trap Connecting With Pvc Pipe Of 110Mm Dia, Double Flapped Rigid Pvc Black Seat And Seat Cover With Cp Brass Hinges Including Cost Of White Cement, Cement For Packing, Spun Yarn, Teak Wood Plugs, Brass Screws, Etc., Complete With All Fittings Such As 15Mm Brass Ball Valve With Polythene Float With Brass Handle, Union, Coupling Connected By Means Of 40Mm White Pvc Flush Hand Using Indian Adopter Joint Including All Internal Fittings..... Such As 15Mm Brass Connections, 15Mm Gm Wheel Valve, 15Mm Brass Nipple ( 2 Nos. ) , 15Mm Nylon Connection, Tw Plugs, Screws And Also Giving Necessary Connection To The Pvc Pipe Including Cost Of 600Mm Length Of 110Mm Dia Pvc Pipe And Painting The Ci Brackets With 2 Coats Of Approved Paint Over One Coat Of Red Oxide Primer, Dismantling The Masonry And Re-Doing The Dismantled Masonry To Original Condition Etc. Complete Complying With Standard Specifications. ( The Ewc And Flushing Tank Wiht All Accessories Should Be Got Approved By The Executive Enginer Before Use On Works ) . 41 Renewing And Refixing In Position Indian Make Bevelled Edge Mirror Of Approved Quality And Brand Pvc / Fibre Glass Framed 600 X 450 X 5.5Mm Thick Mirror, Shelf Type With Hard Board Backing Of Approved Colour Fixed With Brass Screws, Rawl Plug, Etc., Complete Complying With Standard Specification. ( The Mirror Should Be Got Approved By The Executive Engineer Before Use On Woks ) . 42 Renewing And Refixing Approved Best Quality Brass Cp Towel Rail 600Mm Long And 20Mm Dia With Brackets Of Same Materials Including Cost Of Teak Wood Plugs And Cp Screws, Etc., Complete Complying With Standard Specifications. ( The Tower Rail Should Be Got Approved By Executive Engineer Before Use On Works ) . 43 Renewing And Refixing Best Approved Best Quality Brass Cp Soap Tray Of Size 150 X 150Mm Including Cost Of Teak Wood Plugs, Brass Screws, Etc., Complete Complying With Standard Specifications. ( The Soap Tray Should Be Got Approved By Executive Engineer Before Use On Works ) . 44 Renewing And Refixing Position Pvc Nahani Trap Of Following Size With Best Pvc Gratings Of Approved Brand And Quality, Fixed Over A Bed Of Brick Jelly Lime Concrete 1:2:5 ( One Part Of Lime, Two Part Of Sand And Five Part Of 40Mm Gauge Brick Jelly ) And Finished With Cement Mortar 1:3 ( One Cement, Three Sand ) Including Dismantling Masonry Works Wherever Found Necessary And Making Good The Dismantled Portions To The Original Condition And Giving Connection To The Pvc Pipes, Etc., Complete Complying With Standard Specification. ( The Nahani Trap Should Be Got Approved By The Executive Engineer Before Use On Works ) . 45 Nahini Trap Of Size 100 X 75Mm 46 Renewing And Refixing In Position Best Quality Pvc Soil / Waste Pipes Of Various Dia Having 6 Kg / Sq / Cm. Pressure Bis Mark And Proving Leak Proof Joints Using Pvc Adhesives Including Fixing To The Walls With Special Pvc / Ms Clamp, Teak Wood Plugs, Brass Screws, Etc, And Making Connection To All Sanitary Fittings, Dismantling Masonry / Rcc Works Whereever Found Necessary And Making The Good Dismand Giving Connection To The Pvc Soil Stacks, Dismantling The Masonry Or Rcc Works And Re-Doing The Dismantled Portion To Original Condition Etc., Complete Complying With Standard Specifications. As Directed By The Departmental Officers ( The Pvc Specials Should Be Got Approved By The Executive Engineer Before Use On Works ) . The Rate For Earth Work Excavation Will Be Measured And Paid Separately In The Cases Where The Pipe Lines Are Proposed To Laid Below Ground Level. 47 75Mm Dia 48 110Mm Dia 49 Renewing And Refixing In Position Pvc Specials Of The Following Dia And Types Of Approved Quality Confirming To Bis And Providing Leak Proof Joints Including Fixing To The Walls And Giving Connection To The Pvc Soil Stacks, Dismantling The Masonry Or Rcc Works And Re-Doing The Dismantled Portion To Original Condition Etc., Complete Complying With Standard Specifications. ( The Pvc Specials Should Be Got Approved By The Executive Engineer Before Use On Works ) . 50 75Mm Dia Pvc Plain Bend 51 75Mm Dia Pvc Tee 52 75Mm Dia Pvc Elbow 53 110Mm Dia Pvc Plain Bend 54 110Mm Dia Pvc Y 55 110Mm Dia Pvc Elbow 56 Renewing And Refixing In Position 15Mm Dia Brass Cp Screw Down / Pillar Tap ( Heavy Duty ) Of Approved Make Conforming To Bis Specifications And Quality Including Cost Of Shellac, Thread, Etc, Complete Complying With Standard Specifications And Including Cutting And Threading Wherever Necessary. ( Taps Should Be Got Approved By The Executive Engineer Before Use On Works ) . 57 Renewing And Refixing The Pvc Pipes ( Having Working Pressure 10 Kg. / Sq.Cm ) Of Approved Quality And Best Variety Conforming To Bis Of The Following Dia Including Cutting, Threading And Fixing Pvc Specials Using Pvc Adhesives ( But Excluding Cost Of Such Specials ) And Fixing Into Wall With Teak Wood Plugs, Pvc Clamps And Screws Making Holes On The Wall ( Or ) Drilling Holes In The Roof And Making Good The Dismantled Portion To Original Condition With Necessary Brick Work / Cement Concrete And Plastering Neatly Wherever Necessary With Necessary Scaffolding Charges, Etc., Complete Complying With Standard Specifications.The Pvc Pipes Shall Be Got Approved By Executive Engineer Before Use On Works. ( Above Ground Level ) 58 32Mm Dia Agl ( Iws ) 59 25Mm Diaagl ( Iws ) 60 20Mm Dia Agl ( Iws ) 61 Renewing And Refixing Pvc Specials ( With Working Pressure 10 Kg / Sq.Cm ) In Water Supply Arrangements ( Both In Internal And External Water Supply Arrangements. 62 32Mm Dia Pvc Bend 63 25Mm Dia Pvc Bend 64 20Mm Dia Pvc Bend 65 32Mm Dia Pvc Tee 66 25Mm Dia Pvc Tee 67 20Mm Dia Pvc Tee 68 32X25mm Dia Pvc Reducer 69 25X20mm Dia Pvc Reducer 70 20X15mm Dia Pvc Reducer 71 Renewing The Damaged Gun Metal Gate Valve / Wheel Valve With Bis Make Of The Following Dia Including Cost Of Shellac, Thread Balls, Etc, Complete Complying With Standard Specifications ( For Both Internal And External Water Supply Arrangements ) . The Valves To Be Used On Workshall Be Got Approved By The Executive Engineer Before Use On Works. 72 32Mm Dia Gate Valve 73 25Mm Dia Gate Valve 74 Renewing And Refixing Of Pvc Water Tank 1000 Litres Of Isi Brand Of Approved Quality And Including Cost Of Materials Trasportation To Site And Necessary Brick Work And Plastering For Embedding The Water Tank, The Brick Work And Plastering Measured And Paid Seperately To The Relevant Items As Directed By The Departmental Officers. 75 Relaying Hydraulic Pressed Monolithic Natural Grey Colour Cement Concrete Inter Locking Paver Block Of 63Mm Thick, In Cement Concrete 1:2:4 ( One Cement, Two Sand, Four Aggregate ) Using Difference Design And With Stand For Pressure Of 150 - 200 Kg / M2 Over The Existing Sand Cushion By Using Earth Rambers And Also Vibratting The Concrete Blocks Often Laying Using Plate Vibrators Etc, Complete As Directed By The Departmental Officers. 76 Renewing And Refixing By Drilling Holes And Not By Puching For Roofing With Pre Painted Galvalum Sheet Of0.47Mm Thick Of Best Approved Quality With Required Size With Curved Shape And White Ridge Sheet With Necessary Bolts And Nuts Bitumen Washers, Including Cutting The Sheet To The Required Size Found Necessary During Execution Etc., Complete Complying With Standard Specifications. [ The Sheet Should Be Got Approved By The Engineer Incharge Before Use On Works ] . 77 Renewing And Refixing Of 65Mm Dia Gi Pipe Post For Gi Sheet Roofing Including Labour Charges For Cutting, Welding And Fixing With Ms Flats ( Excluding Cost Of Flat ) Etc., As Directed By The Departmental Officers.

Refer document

INR 21750.0 /-

Refer document

Name of Work: Renovation of Library Building at Pallipattu in Thiruvallur District.

Sl. No.	Item Description
1	Dismantling and clearing away and carefully stacking the materials useful for reuse of Pressed tiles & weathering course etc., complete complying with standard specification and as directed by the departmental officers.
2	Dismantling clearing away and carefully stacking materials useful for reuse of Brick / stone masonry in Cement mortar walls under 3m high.
3	Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by thedepartmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.
4	Supplying and filling in foundation, basement, etc with Crushed Stone sand filling in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
5	Relaying of Cement Concrete 1:5:10 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.
6	Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).
7	Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29m height for plane surfaces such as RCC floor slab, roof slab, rectangular, square tee or ell beams,lintels, staircase, waist slab, landing slab, landing beam, portico slab, portico beams in all floors with all cross bracings using mild steel sheets of size 90cmX60cm and 10 gauge stiffened with welded mild steel angles of sizes 25mmX25mmX3mm for boarding laid over silver oakjoists of size 10x6.5cm spaced at about 90cm centre to centre suppported by casurina props 10cm to 13cm dia spaced at 75cm centre to centre etc. complete complying withstandard specification and as directed by thedepartmental officers.
8	For Plane surface such as RCC floor slabs, roof slabs, rectangular beams, Tee beams, Ell beams, lintels, landing slabs, waist slabs, canopy slabs etc.
9	For plane surfaces such asrectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.
10	Relaying in position, Standardised Concrete Mix M-20 Grade in accordance with IS 456-2000, using 20mm and down graded hard broken granite store jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ration of 0.55, including admixture (plasticiser/Super plasticiser) in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability with about (5 cu.m.) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing etc., and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards.(No separate payment will be made by the Department for the excess usage of mateials).
11	For Foundation and basement
12	In Ground Floor
13	In First Floor
14	Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc., complete complying with standard specification. and as directed by the departmental officers. (Contractor has to make his own arrangements for the supply of steel and binding wire).
15	Reconstruction of Brick work in cement mortar 1:6 (One cement and six sand) using using best quality II class Ground moulded chamber burnt bricks of size 9" x 43/8"x 2 3/4"in for foundation andbasement and super structure,complying withstandard specification including curingetc complete as directed by the departmental officers.
16	S.S. in First Floor
17	Reconstruction of brick partition walls of following thickness using best quality II class ground moulded chamber burnt bricks of size 9" x 4-3/8" x 2 3/4" in Cement Mortar 1:3 (One Cement and Three Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately).
18	S.S. in Ground floor(11.50cm)
19	Relaying the weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.
20	Relaying the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers.
21	Repaving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 of 18 / 20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as border laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc., The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
22	Renewing the damaged flooring with plain ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand)base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 50mm thick.
23	Redadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.
24	Dadooing with printed design colour glazed tiles of size 300mm x 450mm x 8mm
25	Renewing of Two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothly with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing.The surface shall then be allowed to dry for atleast 48 hours.It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface.Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the departmental officers.(The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (water proof abrasive sheet) cost of putty blade, labour charges for grinding the joints and sand papering, two coats of putty, scrapping the putty area to level the surface smooth, etc., complete). The putty should be got approved by the Executive Engineer before use on work.
26	Replastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
27	Renewing and refixing of Steel doors with following specification.MS angle of size 40x40x6mm at 3.5 kg/m used for outer frame and MS Angle of size 35x35x5mm at 2.6 Kg/m for the shutter frame.Stiffeners with 32x6mm at 1.5 Kg/m MS Flat is provided as the lock rail of the door and welded intact on both ends to the shutter frame.18 G CR Sheets of best quality is laid as panel in the shutter frames.18x5mm at 0.70 kg/m MS flat is welded over the 32x6mm at 1.50kg/m MS Flat on the rear side of the door, sandwitching the CR Sheet for rigidity.Additional stiffeners with 18x5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter. 300mm length of highes 4 Nos. for shutters is provided.6 Nos. of hold fasts 200mm length spliced at the ends are welded to the outer frame of the door. 250mm lenght of Tower bolt 2 Nos., one at the top and the other at bottom are provided.250x16mm size of One aldrop is provided in case of double leaf door at lock rail section in the door. Additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate placeand 2 Nos. MS Handles of Heavy duty. MS flat 32x4mm at 1.10 Kg/m is provided on the edge of the one shutter to conceal the gap between the two shutters. A tie bar is provided at the bottom of the outer frame to prevent twisting of the frame during transportation and fixing.All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation, taxes and all other incidental charges, etc., complete.
28	Double Leaf
29	Renewing and refixing in position of steel window with new steel window with the following specifications: The outer frame of windows made out of "Z" section(F7D) of size 33 x 25 x 3mm @ 1.419kg/m and conforming to IS7452-1990. andmullions are made of (f4B) "J" section of size 46 x 25x 3mm confirming to IS 7452/1990. The shutters are openable shutter should not be exceed a width of 600mm horizontal stiffneers made out of MS flats 18x 5mm is to be provided at equal intervals. The shutter panels shall be covered with 18 gauge MS sheet two numbers of sterdy hinges and onenumber of handle cum latch of special type shall befixed for each openable shutter and suitable openingshall be left for its easy operation one number of adjustable window stay width locking bracket of sufficient length shall be provided for each shutter 4 Nos.of 40 x 40 x 3mm hold fast of 230mm length shall be welded to the outer frames at appropriate point MS square guard bars of 12mm size shall bewelded to the outer frames at appropriate point. MSsquare guard bars of 12mm size shall be welded tothe inner face of the window at equal intervals not exceeding 10cm spacing. The shutter shall be open out side and all members shalls be painted with one coat of red oxide primer. The rate shall be inclusive of cost of all materials, labour charges for fixing,transportation to the site of work, loading andunloading charges and all other incidential charges etc., complete as directed by thedepartmental officer.
30	Three Leaves
31	Renewing and refixing the Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails.The steel tubes shall be covered with 5mm thick solid PVC sheets.Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm.The over all size of top rail,Lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm, with suitable rabate for housing the shutter.
32	UPVC Ventilator Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of2mm.The EPDM rubber (black colour) covered with all over the edges of frame and shutter.The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work.
33	Renewing and refixing M.S.Grills for Gate of approved design for open countryard, grill, grill work to doors and window openings etc. using necessary mild steel flats for inner and outer members which should be fixed on edges including cutting the members, welding, grining, one coat of priming coat using best approved quality red oxide primer, dismantling of walls / concrete if necessary, fixing and finishign the dismantled portion to oringinal condition etc.complete complying with standard specification as directed by departmental officers.
34	Repainting two coats of old plastered wall surface with ready mixed plastic exterior emulsion paint of first class quality and of approved colour over a primer coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
35	Repainting two coats of old plastered wall surface with ready mixed plastic Interior emulsion paint of first class quality and of approved colour over a primer coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
36	Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over one coat of red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
37	Renewing and refixing PVC rain water down fall pipes with new best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification.
38	110mm dia
39	Renewing and refixing in position best quality and approved make of white colour (without Pedestal) wash hand basin of size 550x 400 mm necessary cast iron bracket 15mm dia chromium plated pillar tap 32mm dia "B" class G.I. Waste pipe 32mm chromium plated brass waste coupling with rubber plug and chain 15mm dia nylon connection etc. complete including fixing the wash hand basin in position including cost of teak wood plugs screws rubber washer, white lead and giving water supply connection, testing for leakage etc. complete complying with standard specification. (The wash hand basin should be got approved by the Executive Engineer before use on work).
40	Renewing and refixing in position white colour glazed European Water Closet of best quality and approved make with 100 mm "P" or "S" trap connecting with PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings..... such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications.(The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works).
41	Renewing and refixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks).
42	Renewing and refixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works).
43	Renewing and refixing best approved best quality brass CP soap tray of size 150 x 150mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications.(The soap tray should be got approved by Executive Engineer before use on works).
44	Renewing and refixing position PVC Nahani Trap of following size with best PVC gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works).
45	Nahini Trap of size 100 x 75mm
46	Renewing and refixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq/cm. pressure BIS mark and proving leak proof joints using PVC adhesives including fixing to the walls with special PVC / MS clamp, teak wood plugs, brass screws, etc, and making connection to all sanitary fittings, dismantling masonry / RCC works whereever found necessary and making the good dismand giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. as directed by the departmental officers(The PVC specials should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level.
47	75mm dia
48	110mm dia
49	Renewing and refixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works).
50	75mm dia PVC Plain Bend
51	75mm dia PVC Tee
52	75mm dia PVC Elbow
53	110mm dia PVC Plain Bend
54	110mm dia PVC Y
55	110mm dia PVC Elbow
56	Renewing and refixing in position 15mm dia brass CP screw down / Pillar tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc, complete complying with standard specifications and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on works).
57	Renewing and refixing the PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. (Above Ground Level)
58	32mm dia AGL (IWS)
59	25mm diaAGL (IWS)
60	20mm dia AGL (IWS)
61	Renewing and refixing PVC Specials (with working pressure 10 kg / sq.cm) in water supply arrangements (both in internal and external water supply arrangements.
62	32mm dia PVC Bend
63	25mm dia PVC Bend
64	20mm dia PVC Bend
65	32mm dia PVC Tee
66	25mm dia PVC Tee
67	20mm dia PVC Tee
68	32x25mm dia PVC Reducer
69	25x20mm dia PVC Reducer
70	20x15mm dia PVC Reducer
71	Renewing the damaged Gun metal Gate Valve /Wheel Valve with BIS make of the following dia including cost of shellac, thread balls, etc, complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on workshall be got approved by the Executive Engineer before use on works.
72	32mm dia Gate valve
73	25mm dia Gate valve
74	Renewing and refixing of PVC water tank 1000 litres of ISI brand of approved quality and including cost of materials trasportation to site and necessary Brick work and Plastering for embedding the water tank, the Brick work and plastering measured and paid seperately to the relevant items as directed by the departmental officers.
75	Relaying hydraulic pressed monolithic natural grey colour cement concrete inter locking paver block of 63mm thick, in cement concrete 1:2:4 (one cement, two sand, four aggregate) using difference design and with stand for pressure of 150 - 200 kg/m2 over the existing sand cushion by using earth rambers and also vibratting the concrete blocks often laying using plate vibrators etc, complete as directed by the departmental officers.
76	Renewing and refixing by drilling holes and not by puching for Roofing with pre painted Galvalum sheet of0.47mm thick of best approved quality with required size with curved shape and white ridge sheet with necessary bolts and nuts bitumen washers, including cutting the sheet to the required size found necessary during execution etc., Complete complying with standard specifications. [The sheet should be got approved by the Engineer incharge before use on works].
77	Renewing and refixing of 65mm dia GI pipe post for GI sheet roofing including labour charges for cutting, welding and fixing with MS flats (excluding cost of flat) etc., as directed by the departmental officers.
78	GST 18%