View Bid Results For Extension Of Library Tenders

We found 228 Bid Results related to extension of library tenders. You can find Contractor details who won extension of library tenders along with contract details in Bid awards announcements section.

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Showing 1–5 of 228 tenders matching your filters
1.
Housing Urban and Rular Development #11464891 Price Bid
Tender for State of the Arts at Govt. I.t.i. at Ghumarwin, Distt. Bilaspur H.p. (sh: - Development of Playground).--27Belder (Mazdoor) Casual Labourer, Mane, Conk, Mali, T.Mate (Electrical), Chowkalat Helper, Sweeper, Cleaner, Cleaner Swerenu, Khalasi, Electrical Beldar, Bhisti, Storm Attendant, Laboratury Aattendest (under matric), Pump Attendant, Boat Man, Process Server, White Washer, Syce, Penn Frash, Chainman, Unskilled Labourer, quarry Man.. Jumper Man, Diller, Sprayman Assistant Saw Mill Operator, Fellen Garani) Logger Dresser (Pachani) Clanber(Looper), Zoo Animal Amendant, Fire Watcher, Grinder for Chipa flooring, Calliporman, Miscellaneous Labonner, Charcoal Burning Laksuer, Pipe Lineman Survey Khalan, Bill Dahilsner, Ferno Khalasi, Water Guund, Stone Dreser, Keyman Assistant Filter, Valieman, Library Attendant (Class-IV), Luskar, Gauge Reader, Dhobi, Dai Hostel AttendantUphobter, Carpenter (Grade-IV), Frem Paup Operator-Cum-Heiper, Plunker Zind Class field Assistant-Cum-OperaturPainter 2nd Class White Washer, Bar Binder, Sawyer Chanami), MuleteerCamemanSecurity Guard.Telephone Attendunt, Electrical Mistry, Refigerate Mechanic, Fitter Grade-II, Fitter Grade 1. haner, Fitter Strutural, Black Smith, Welder, Mechanic, Electrical Chargeman, Pump Operator, Sund Plant Operator, Driver Oxyges Plant, His Mis Plant Operator, Plumber Grade-II, Pluncher Grade-1, Mason Grade-11, Mason Grade-III, Painter Grade 4, Blastman Grade-B, Floor finisher, Pipe Fitter Grade-II, Mortar Mate Grade-2, Earth work Mistry, Work Inspector Ferry Inspectus, Store Manishi, Forest Guard, Receiptionist, Lab Assistunt Electrician-II, Electrician Auto, Air Compressor Operator, Operator, Carpenter Grade-III Complaint Clerk Assistant Operator, General Operator, Telephone Operator, Road Inspecteur, Work Supervise, Sure Keeper, Store Clerk, Water Work Clerk, Patwari, Cinema Projector Operator, Computer. Plumber, Data Entry Openator, Tailor, Clerk, Saw Mil Operator, Work Matry, Warman, Assistant Pump Operator, Price Store Ledger Clerk, Bill Clerk, Meter Reader Assistant Stone Kerper, Lab Technician, Instrument Mechanic, Fitter Mechanic, Louder Operator Chargeman, Gatekeeper, Steno Typiat, Lilmary Assistant, Book Binder, Tabla Master, Dark Room Assistant, Library Attendant (Class III), Camal Inspector, Irrigation booking Clerk, Complaint Attendant, Fero Printer, Proof Reader, Photographer, Ledger Booking Clerk, Laboratory Attendent (Matriculate), conductorDriver (Trach Jeep Car Truck/Bulldozer Road Roller), Driver Shawal Stone Chisler, Carpenter 2nd Class (Forest Department), Mason 2 class (Forest Deptt), Painter 1 Class (Fosest Dept.) Distemperer (Forest Department) Lineman.JDhaft (Tracer), humor Scale Stenso, Agriculture Extension Officer, Ship Modeling Instructor, Surveyor, Electrician Cirade-1, Driller, Assistant Driller, Pipe Fitter Grade-L Maane Grade-IV, Diesel Auto Mechanic, Black South Cinade-IV, Carpenter Cinde-II, Junior Tailoring Mistress, Masam 1 class (Forest Deptt), Carpenter Cirade-2. Assistant Chemist Formman, Assistant Foreman, Carpenter 1 class (Forest Dept.).19Investigators, Auction Recorder, Computer Opentor10Instructies
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 6
Himachal Pradesh View Result →
Telangana View Result →
3.
Educational and Research Institute #11417711 Price Bid
E-Nit For Supply Of Stationery Items And Computer Consumables , Paper A4 500 Hundred Sheets In A Rim (75Gsm) , Wall Clock Standard Qualtity , Attendance Register50 Leaves With Hard Binding , Awl (Paper Holer) Plastic Handle With Iron Core , Bells Electronic And Manual , Bond Paper 120 Gsm , Ct Envelopes With Printing Of Hospital Name & Logo 15×18 Inch , Calculator Big 14 Digits , Calculator Small 12 Digits , Cellsaa 1.5V Alkaline/ Dry Battary , Cellsaaa Battary , Cells With Charger Rechargeable Mini Capacity 2500 Mah , Cello Tape 1 1 Inch Width , Cello Tape 2 2 Inch Width , Cartridge 137 1000 Page Print Minimum , Cartridge 337 1000 Page Print Minimum , Cartridge 88A 1000 Page Print Minimum , Cartridge925 1000 Page Print Minimum , Cartridge119 A 1000 Page Print Minimum , Cartridge 110 A 1000 Page Print Minimum , Cartridge 12A 1000 Page Print Minimum , Cartridge Color Hp Smart Tank 790 , Cartridge P203l Printmark Pmx2031adw , Duster Cloth16×24 Inch , Dak Pad Standard Damper , Double Side Tape 5 Mtr Lenth , Eraser 55Mm×23Mm×12Mm , File Cover With Gmc Logo , Fluid Pen5-10Ml , File Folder , Extension Cords 10 Amp Wire 1.5 Sq Mm & Top 16/6 Amp , Extension Cords6 Amp Wire 1.5 Sq Mm & Top 16/6 Amp , Glue Stick20 Gram , Notesheet Green , Highlighter1mm , Highlighter2mm , Highlighter5mm , Hdmi Cable10m , Hdmi Cable15m , Ink Refillfor Canon Gx4070 ( Blue, Black, Red And Yellow) , Khata Book 500 Pages , Keyboardwired , Keyboard Mouse Combo Wireless , Wireless Slide Changer Usb Type , Lever Arch File 24×5×25 Cm , Locks Big , Locksmedium , Marker Permanent2.5Mm Line Width Blue, Green , Marker Temporary2.5Mm Line Width Blue, Green,Red , Marker Cd 0.5 Mm Blue , Green, Black And Red , Mouse Wired 3.73×2.24×1.5 Inch(1600 Dpi) , Pen Ordinary Blue( Red Only 200 No.) , Pen Drive 32 Gb , Pen Drive 64 Gb , Pen V10blue And Black With High Quality , Pen V7 Blue And Black With High Quality , Pen V5 Blue And Black With High Quality , Paper Cutter 18Mm Blade , Punch Single 10.5×6.5×3.5 Cm , Paper Try27l×22B×12H Cm , Photopaper 20 Sheets Per Rim 180Gsm , Stylus Penbattery Operated/Chargable , Laser Pointer Red And Green Color , Pencils , Pen Stand4×3 Inch , Pen Holder , Register Big Size300 Pages 21×28 Cm , Receipt Register 100 Pages Or Above , Stapler Big Size Hp-45 (24/6-26/6) , Staples Big 24/6-26/6 Size , Scale Steel 30 Cm , Scissor Big , Scissorsmall , Sharpner 33Mm×17Mm×10Mm , Tape Dispenser 21.8×10.5×9.6Cm) , White Board Small 2×3Ft , Tissue Paper 2 Ply With 100 Pulls (In Company Boxes) , Tmt Paper A4 Size , Usb Cable5m Extension, A To A, Printer Cable , Usb Hub 3.0 Wired Multiport , Vgato Hdmi Cable , White Board Big 6×4Ft With Stand 5 , Sticky Note , Paper Pins , Cartridge For Printer 88A , Anti Virus (Latest) , Envelope A4 , Envelope A3 , Envelope Lettersize , Dak Pad File , Paper Weight , Paper Cutter , Canon Ink Toner Cartridge 337 , Canon Ink Tonercartridge 328 , Legal Register Medium Size , Ink For Printer Hp Ink Tank 319 , Tonner Npg 95 , Cartridge Hp Laserjet 1020 , Paper Rim A5 Size , Cartridge 110A , Cash Book 4No (200 Leaves) , Cartridge 166A , Customized Rubber Stamp 2 Line , Customized Rubber Stamp 3 Line , Customized Round Rubber Stamp , Customized Self Inking Stamp , Customized Pen Stamp , Customized Name Plate , Customized Library Card (2.5 Inch Vertical X 3.5 Inch Horizontal , Cartridge Tnb021 (Brother Printer) , Cartridge L3250 (Epson Printer) , Table Top , Cartridge Laserjet 230 (Hp Printer) , Yoga Mat (Material: Thermoplastic Elastomers, Dimension: 72 Inch X 24 Inchx 6Mm , Hosting Flag:Specifications, Length To Width (3X2) Material -:Cotton. , Display Flag: Specifications, Length To Width (8X5) Material -Cotton , Ups For Computer (Double Battery) , Toner Cartridge 2507P(Cild 12K) , Water Purifier (Electronic/Uv/Ro, Capacity 12 Litres) , Ct Envelopes With Printing Of Hospital Name & Logo 14×17 Inch , Educational Training Chart (Arcylic) Specifications: Synthetic Pvc Frame , Thickness 5Mm Mdf Sheet , Mouse Trap Glue Cardboard , Ups Battery (12V)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 9
Jammu And Kashmir View Result →
4.
Public Administrative Department #11341006 AOC
Tender for Pipeline Extension Work Near Library Tower (Next To Manuraja). (Tauriyapura, Ward No. 08)
Contract Date: Jun 27, 2026 Contract Value : ₹ 7.85 Lakh
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
Chandigarh View Result →
6.
Educational and Research Institute #11191269 AOC
Tender For Supply And Installation Of Furniture At Library And Computer Building. , Furniture , Library Chair -01 -Seat Size: 50.0Cm. (W) X 48.0 Cm. (D) -Back Size: 53.0 Cm. (W) X 39.0Cm. (H) -Injection Moulded Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ & Hardness 16 Kgf. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -M.S. Powder Coated Frames (Dft 50 Microns) For 4 Leg Chairs -M. S Pipe Dia 25Mm (Vendor To Submit Powder Coating Laboratory Test Certificate) -Glass Filled Polypropylene Armrest With The Tubular Frame. -Vendor Should Submit Detail Shop Drawings With All Dimensions. , Office Chair Seat Size- 53.5 Cm. (W) X 51.0 Cm. (D), Of 1.5 Cm Thickness Plywood Preferably Hot-Pressed, Furnished With Fabric Covers -Mesh Back Size- 51.0 Cm. (W) X 70.0 Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Glass Filled Nylon Armrest With The Tubular Frame Of 6 Cm Hight(Adjustable) -Center Tilt Synchro Mechanism With Seat Slide & Multi Lock, Revolving 360° -Head Rest Sub-Assembly With Hight Adjustment Up To 4 Cm. -Pneumatic Height Adjustment Of 9.5Cm, Pedestal Assembly Of Polished Aluminium With Twin Wheel Injection Moulded Soft Castors Of Nylon With Pu Lining, Having Up To 6 Cm Wheel Diameter. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation Chair Seat Size- 53.5 Cm. (W) X 51.0 Cm. (D), Of Thickness 1.5 Cm Plywood Preferably Hot-Pressed, Furnished With Fabric Covers. -Mesh Back Size- 51.0 Cm. (W) X 70.0 Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Glass Filled Nylon Armrest With The Tubular Frame Of 6 Cm Hight(Adjustable) -Center Tilt Synchro Mechanism With Seat Slide & Multi Lock, Revolving 360° Anti-Shock Mechanism. -Pneumatic Height Adjustment Of 9.5Cm, Pedestal Assembly Of Polished Aluminium With Twin Wheel Injection Moulded Soft Castors Of Nylon With Pu Lining, Having 6 Cm Wheel Diameter. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Conference Chair Seat Size: 49.0 Cm. (W) X 51.4 Cm. (D) Of Thickness 1.2 Cm Plywood Preferably Hot-Pressed, Furnished With Synthetic Leather Over Moulded High Resilience Polyurethane Foam. -Mid Back Size: 51.6 Cm. (W) X 65.7 Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 55 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Chrome Plated Up-Down Adjustment Armrest Of 8 Steps. -360° Revolving Type Front Pivot Synchro Mechanism, 4-Position Locking With Anti-Shock Feature, Tilting Ratio Of 1:2, Single Point Control. -Back Height Adjustability, Adjusted In 5 Positions. -Pneumatic Height Adjustment Of 10Cm, Pedestal Assembly (Pedestal- 65 Cm, Pitch-Center Dia. 75Cm) Of Polished Aluminium With Twin Wheel Injection Moulded Castors. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Study Chair With Writing Pad Seat Size : 50.0Cm. (W) X 48.0 Cm. (D) Furnished With Fabric Covers And Moulded Polyurethane Foam -Back Size : 53.0 Cm. (W) X 39.0Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -M.S. Powder Coated Frames Dia 25Mm (Dft 50 Microns) For 4 Leg Chairs With Glass Filled Polypropylene Shoe (Vendor To Submit Powder Coating Laboratory Test Certificate) -The Full Desklet Made Of 1.3 Cm. Thick, Compact Laminate Board. Having Front And Back Adjustment Of 4 Cm -Outer Dimension 59.5±0.1Cm. (W) X 29.0±0.1Cm -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Conference Table With Seating Capacity Of 18Seats 2 Str Main - 1350 X 600 X 740 - 2 Nos. -2 Str Shared - 1350 X 600 X 740 - 2 Nos. -2350W - 2350 X 850 X 740 - 2 Nos. -Work Surface Made Of 25Mm Thick Pre-Laminated Twin Board With A High-Quality Wood Matching 2 Mm Thick Pvc Lipping; Plastic Access Flap Is Provided For Easy Access To Wires And Cables -Under Structure Consists Of 18Mm Thick Pre-Laminated Twin Board Wood Matching 2 Mm Thick Pvc Lipping -Modesty Panel-Made Of 18Mm Thick Pre-Laminated Twin Board Of Wood Matching 2 Mm Thick Pvc Lipping -Powder Coated Accent Metal Strip Provided Below Work Surface Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent Steel, Epoxy Polyester Powder Coated (Dft 40-60 Microns). (Vendor To Submit Powder Coating Laboratory Test Certificate) -Wire Management- An Array Of Panels Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent, Epoxy Polyester Powder Coated (Dft 40-60 Microns) Is Used For Flow Of Wires And Cables. Provision To Mount 6 Module Electric Switch Plate Is Provided Below Worktop. Cut-Out On Top With Two-Piece Injection Moulded Plastic Part Polymer Component Is Fitted To Pull Out Audio, Video Cables Onto Worktop And Connect Devices Charger To Power Socket Below Worktop. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Conference Table With Seating Capacity Of 30 Seats 2 Str Main - 1350 X 600 X 740 - 2 Nos. -2 Str Shared - 1350 X 600 X 740 - 8 Nos. - 2Str -2350 X 850 X 740 - 2 Nos. -Work Surface Made Of 25Mm Thick Pre-Laminated Twin Board With Wood Matching 2 Mm Thick Pvc Lipping; Plastic Access Flap Is Provided For Easy Access To Wires And Cables -Under Structure Consists Of 18Mm Thick Pre-Laminated Twin Board Of High-Quality Wood Matching 2 Mm Thick Pvc Lipping -Modesty Panel-Made Of 18Mm Thick Pre-Laminated Twin Board Of High-Quality Wood Matching 2 Mm Thick Pvc Lipping -Powder Coated Accent Metal Strip Provided Below Work Surface Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent Steel, Epoxy Polyester Powder Coated (Dft 40-60 Microns). (Vendor To Submit Powder Coating Laboratory Test Certificate) -Wire Management- An Array Of Panels Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent, Epoxy Polyester Powder Coated (Dft 40-60 Microns) Is Used For Flow Of Wires And Cables. Provision To Mount 6 Module Electric Switch Plate Is Provided Below Worktop. Cut-Out On Top With Two-Piece Injection Moulded Plastic Part Polymer Component Is Fitted To Pull Out Audio, Video Cables Onto Worktop And Connect Devices Charger To Power Socket Below Worktop. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Two-Seater Sofa Seat Is Made Up Of Pu Foam In Density 28 Kg/Cu.Mtr With An Additional Top Layer Of Super Soft Pu Foam Furnished With Fabric Or Leatherette.(Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Back Is Made Up Of Pu Foam In Density 28 Kg/Cu. Mtr With Two Additional Top Layers Of Super Soft Foam Furnished With Fabric Or Leatherette. -Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Leg Assembly Is A Welded Assembly Made In Stainless Steel Tube & Plate With Plastic Endcap Of 146 X 90 X 85.5 Cm With Seat Height Of 45 Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Three-Seater Sofa Seat Is Made Up Of Pu Foam In Density 28 Kg/Cu.Mtr With An Additional Top Layer Of Super Soft Pu Foam Furnished With Fabric Or Leatherette. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Back Is Made Up Of Pu Foam In Density 28 Kg/Cu. Mtr With Two Additional Top Layer Of Super Soft Foam Furnished With Fabric Or Leatherette. -Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Stainless Steel (Grade Ss 202) O Equivalent Grade Tube Welded Leg Assembly With Plastic Endcap Of 206 X 90 X 85 Cm Seat Height 45Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions. , One Seater Sofa Seat Is Made Up Of Pu Foam In Density 28 Kg/Cu.Mtr With An Additional Top Layer Of Super Soft Pu Foam Furnished With Fabric Or Leatherette. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Back Is Made Up Of Pu Foam In Density 28 Kg/Cu. Mtr With Two Additional Top Layers Of Super Soft Foam Furnished With Fabric Or Leatherette. -Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Stainless Steel (Grade Ss 202) Or Equivalent Grade Tube Welded Leg Assembly With Plastic Endcap Of 86 X 90 X 85 Cm Seat Height 45Cm. -Vendor Should Submit Detail Shop Drawing With All Dimensions. Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Stainless Steel (Grade Ss 202) O Equivalent Grade Tube Welded Leg Assembly With Plastic Endcap Of 86 X 90 X 85 Cm Seat Height 45Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Mobile Compactor Storage Unit-01 3 Bay Drive Type Compactors With 3 Bay Sd - 1 No, 3 Bay Td - 1 No, 3 Bay Sl - 1 No. 3 -Size Of Compactor 2361H Mm X 915 W Mm X 457D Mm, 3 Bay Channel 2400 Mm - 3 No, 3 Bay Channel 800 Mm - 3 No. -Main Body: Rigid Knock Down Construction Made Of 0.8 Mm Thick. Crca Or Equivalent Grade Steel Having 5 Loading Levels Formed By 4 Adjustable Shelves For 1980 Mm Height Body And 6 Loading Levels With 5 Adjustable Shelves For 2361Mm Height Body. -Main Body Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction: Rigid Knock Down Construction Made Of 0.8 Thick Crca Or Equivalent Grade Steel. Each Body Block Consists Of 1 Main Unit & Then Add-On Units. -Front Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose. -Back Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose. -Back Panel Made Of 0.6 Thick Crca Or Equivalent Grade Steel Fixed Together Using Machine Screws To Prevent Access To Inside Files From The Outside. -Door Frame Made Of 0.8 Thick Crca Or Equivalent Grade Steel Of 2 Vertical Door Stiffeners Providing Rigidity To The Entire Body. -Shelf Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction 12-Bend Panel Made Of 0.7 Thick Crca Or Equivalent Grade Steel Having Max Load Bearing Capacity Is 100 Kg Uniformly Distributed Per Shelf, Height Of 351Mm Between Two Shelves. The Last Loading Level For Shelf Is 1721Mm From Ground Level For 1980H Body And 2107Mm From Ground For 2361H Body. Shelves Are Mounted On Support Brackets & Shelf Level Can Be Adjusted At Approx. 25.4 Pitches. There Are 4 Adjustable Shelves Per Body For 1980H And 5 Adjustable Shelves Per Body For 2361H, Giving 5 And 6 Loading Levels For 1980H And 2361H Body Respectively. -Storage Capacity Made Of 0.8Thick Crca Or Equivalent Grade Steel Having Hinged Door Have Recessed Die Cast Handle Cum Lock With 3 Way Locking Through A Lever & Shooting Bolt And Can Hold Up To 10 Nos. Of Box Files -Under Structure Construction Welded Frame Suitably Fabricated To Bear The Loads Based On Configuration Consists Of The Main Channel, Body-Fixing Channel, U-Channel, And Z-Channel Made Of Hr Sheet 3 Mm Thick. -Under Structure Construction Finish Epoxy Polyester Powder Coat Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Movements Of The System Is Drive Type Configuration Achieved By Rotating A Pu Hand Wheel Connected To The Rollers Through A ‘Sprocket-Chain Arrangement Mounted On The Side Of The Body Covered By A 1 Mm Thick Crca Or Equivalent Grade Steel Sheet Drive Unit Cover With Dimensions 1202Mm X 398Mm X 87Mm -Rail Channels- A ‘C Section 3 Mm Thick Hr Sheet On Which Rail Ms Bright Bar Of Sq 25.4Mm Is Firmly Fixed From Bottom Using Counter Sunk Screws. The Rail Channels Are Of 3 Lengths I.E., 800Mm, 1600Mm And 2400Mm. Label Holder Is An Aluminium Extrusion Of Length 453Mm For Ld/Sd And 910Mm For Td, Fitted On To Front Cover Of Body. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Mobile Compactor Storage Unit -02 3 Bay Drive Type Compactors With 3 Bay Sd - 1 No, 3 Bay Td - 2 No, 3 Bay Sl - 1 No. -Size Of Compactor 2361H Mm X 915 W Mm X 457D Mm, 3 Bay Channel 2400 Mm - 1 No, 3 Bay Channel 800 Mm - 1 No. -Main Body : Rigid Knock Down Construction Made Of 0.8 Thick. Crca Or Equivalent Grade Steel Having 5 Loading Levels Formed By 4 Adjustable Shelves For 1980 Mm Height Body And 6 Loading Levels With 5 Adjustable Shelves For 2361Mm Height Body. -Main Body Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction: Rigid Knock Down Construction Made Of 0.8 Thick Crca Or Equivalent Grade Steel. Each Body Block Consists Of 1 Main Unit & Then Add-On Units. -Front Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose -Back Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose. -Back Panel Made Of 0.6 Thick Crca Or Equivalent Grade Steel Fixed Together Using Machine Screws To Prevent Access To Inside Files From The Outside -Door Frame Made Of 0.8 Thick Crca Or Equivalent Grade Steel Of 2 Vertical Door Stiffeners Providing Rigidity To The Entire Body -Shelf Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction 12-Bend Panel Made Of 0.7 Thick Crca Or Equivalent Grade Steel Having Max Load Bearing Capacity Is 100 Kg Uniformly Distributed Per Shelf, Height Of 351Mm Between Two Shelves. The Last Loading Level For Shelf Is 1721Mm From Ground Level For 1980H Body And 2107Mm From Ground For 2361H Body. Shelves Are Mounted On Support Brackets & Shelf Level Can Be Adjusted At Approx. 25.4 Pitches. There Are 4 Adjustable Shelves Per Body For 1980H And 5 Adjustable Shelves Per Body For 2361H, Giving 5 And 6 Loading Levels For 1980H And 2361H Body Respectively. -Storage Capacity Made Of 0.8Thick Crca Or Equivalent Grade Steel Having Hinged Door Have Recessed Die Cast Handle Cum Lock With 3 Way Locking Through A Lever & Shooting Bolt And Can Hold Up To 10 Nos. Of Box Files -Under Structure Construction Welded Frame Suitably Fabricated To Bear The Loads Based On Configuration Consists Of The Main Channel, Body-Fixing Channel, U-Channel, And Z-Channel Made Of Hr Sheet 3 Mm Thick. -Under Structure Construction Finish Epoxy Polyester Powder Coat Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Movements Of The System Is Drive Type Configuration Achieved By Rotating A Pu Hand Wheel Connected To The Rollers Through A ‘Sprocket-Chain Arrangement Mounted On The Side Of The Body Covered By A 1 Mm Thick Crca Or Equivalent Grade Steel Sheet Drive Unit Cover With Dimensions 1202Mm X 398Mm X 87Mm -Rail Channels- A ‘C Section 3 Mm Thick Hr Sheet On Which Rail Ms Bright Bar Of Sq 25.4Mm Is Firmly Fixed From Bottom Using Counter Sunk Screws. The Rail Channels Are Of 3 Lengths I.E., 800Mm, 1600Mm And 2400Mm. Label Holder Is An Aluminium Extrusion Of Length 453Mm For Ld/Sd And 910Mm For Td, Fitted On To Front Cover Of Body. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Magazine Stand Overall Dimensions 900Mm(W)X450Mm(D)X1830Mm(H). -Steel Periodical Display Rack Providing, Placing And Supplying Of Display Rack. -Rigid Knockdown Construction, Panels Shall Be Made From Crca Or Equivalent Grade Steel 0.6 Mm Thick -Front Frame Shall Be Made From Crca Or Equivalent Grade Steel 0.8 Mm Thick. Crca Or Equivalent Grade Steel D Grade. -There Shall Be 5 Level Racks, Suitable For Full Cape Size Magazines, Periodicals, Aesthetically Appealing Metal Tray At An Angle For Easy Viewing. -Receding Facility To Access The Storage Behind. -Uniformly Distributed Load Capacity Per Each Shelf Is 40 Kg. -Shall Be Epoxy Polyester Powder Coated To The Thickness Of 50 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) Vendor Should Submit Detail Shop Drawing With All Dimensions. , Storage Cabinet 1 Body Made From 18Mm Plb With All The Edges Sealed With 0.8 Mm Thick Pvc Edge Band. The Shelves Is Made From 18 Mm White Plt And Edges Are Sealed With 0.8 Mm Edge Band. The Back Panel Is 9Mm White Plt Assembled With Suitable Fittings. The Bottom Shelf Is Fixed And Other Shelves Have One Step Adjustment For Optimizing The Space. -Doors Made From 18 Mm Plb With 2 Mm Edge Band On All Edges Ad A Flush Plastic Handle Is Fitted Vertically At The Centre Of The Door Having Suitable Hinges And Hdu Is Fitted With Height Adjustment And Has A Three-Point Lock. -All The Storages Are Fitted With A 6 Mm Leveller At Bottom For Levelling As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Storage Cabinet -02 Body Made From 18Mm Plb With All The Edges Sealed With 0.8 Mm Thick Pvc Edge Band. The Shelves Is Made From 18 Mm White Plt And Edges Are Sealed With 0.8 Mm Edge Band. The Back Panel Is 9Mm White Plt Assembled With Suitable Fittings. The Bottom Shelf Is Fixed And Other Shelves Have One Step Adjustment For Optimizing The Space. -Doors Made From 18 Mm Plb With 2 Mm Edge Band On All Edges Ad A Flush Plastic Handle Is Fitted Vertically At The Centre Of The Door Having Suitable Hinges And Hdu Is Fitted With Height Adjustment And Has A Three-Point Lock. -All The Storages Are Fitted With A 6 Mm Leveller At Bottom For Levelling As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Library Table 1 1650 X 600 Desk Based Modular Workstation With System Ht-750 Mm. -Partial Screens: Fabric T- Mould, 19Mm Thick Screen Of 450Mm Ht., Mounted On Studs. -Legs: Providing Metal Powder Coated Cube Leg Vertical (40X40Mm)& Rigid Support (50X30Mm). Legs Are For Standard Workstation Height Of 750Mm. All Legs Have Levelling Screws For Adjustment In Case Of Uneven Floor. -Understructure Comprising Of Metal Powder Coated Cross, Made Up Of Metal Powder Coated Finish -Wire Management: Electric Switch Plate Of 8+3 Module For Power And Data Points. -Worksurface - 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lipping Edge Banding Of Size 1650 Mm W X 600 Mm D. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Library Table -2 2400 X 1200 Providing And Placing Modular Workstation Desk Based Modular Workstation With System Ht - 750 Mm. -Legs: Providing Metal Powder Coated Cube Leg. Legs Are For Standard Workstation Height Of 750Mm. All Legs Have Levelling Screws For Adjustment In Case Of Uneven Floor. -Understructure Comprising Of Metal Powder Coated Cross, Made Up Of Metal Powder Coated Finish -Wire Management: Electric Switch Plate Of 8+3 Module For Power And Data Points. -Worksurface - 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lipping Edge Banding Of Size 2400 Mm W X 1200 Mm D. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Reception Table Work Surface Made Of 25Mm Thick Pre-Laminated Twin Board Of High Quality Wood And Approved Shade Confirming To Edge Banded With Matching 2 Mm Thick Pvc Lipping. -Wire Managementu-Access Flap Along With A Grommet Is Provided On Work Surface For Wire Management. Power Box Made With 0.8 Mm Thick Crca Or Equivalent Grade Steel, With Electric Switch Plate Of 8+3 Module Which Is Fixed With Worktop Along The Width Ataccess Flap Position. Wire Riser Made Of 0.8Mm Crca Or Equivalent Grade Steel Is Provided For Proper Wire Management. -Modesty Panel & Side Skirting - Made Of 25Mm Thick Pre-Laminated Twin Board Of High Quality Wood And Approved Shade, Edge Banded With Matching 2 Mm Thick Pvc Lipping. -Under Structure And Top Shelf - Made Of 18 Mm Thick Pre-Laminated Twin Board Of High-Quality Wood And Approved Shade, Edge Banded With Matching 2 Mm Thick Pvc Lipping - Hinge Door + Drawer Unit - Made Of 18Mm Thick Pre-Laminated Twin Board Of High Quality Wood And Approved Shade, Edge Banded With Matching 2 Mm Thick Pvc Lipping. Drawer Bottom Is Made Of 5.5Thick Mdf Whiteboard Handle Is Provided For Ease Of Opening. Hdu And Drawer Are Provided With Cam Lock For Security. -Organizer Plate Made Of 1.2Mm Crca Or Equivalent Grade Steel Is Provided For Magnetic Sticky Notes. -Bag Hanger Hook Made Of 1.2Mm Crca Or Equivalent Grade Steel Is Provided For Bag Hanging 2400 X 1770 X 870 Mm , Side Table Providing, Supplying And Placing Of Side Table. -Side Table Glass Is 10 Mm Thick Black Tinted Toughened Glass Uv Glued With Bushes Made In Ss 202 Grade Or Equivalent For Facing With Under Structure. -Under Structure Is A Welded Assembly Made In Ss202 Or Equivalent Grade -Width Of Table= 60.0 Cm, Depth=60.0 Cm, Height=34.9 Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions , Central Table Providing, Supplying And Placing Of Coffee Table. -Center Table Glass Is 10 Mm Thick Black Tinted Toughened Glass Uv Glued With Bushes Made In Ss 202 Or Equivalent Grade For Facing With Under Structure. -Under Structure Is A Welded Assembly Made In Ss202 Grade Or Equivalent -Width Of Table= 112.0 Cm, Depth=60.0 Cm, Height=34.9 Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions , Round Table Circular 900Mm Providing And Placing Meeting Tables With Worktop Height - 750 Mm. Cube Legs Vertical (40X40Mm).Rigid Support-(50X30Mm) Are Available For Work Top Level 750 Mm From Base. -Worktop Is 25Mm Thick Prelaminated Particle Board With Pvc Lipping As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Table A- 750X1500 Providing And Placing Desk Based Modular Workstation With System Height - 750 Mm. -Legs Providing Metal Powder Coated Cube Leg Vertical (40X40Mm) Rigid Support (50X30Mm). Legs Are For Standard Workstation Height Of 750Mm. All Legs Have Levelling Screws For Adjustment In Case Of Uneven Floor. -Under Structure Made Up Of Metal Powder Coated Finish And The Entire Assembly Are Fixed To The Worktop. -Wire Management Will Be Provided With Electric Switch Plate Of 8+3 Module, Considered For Power And Data Points. . (Vendor To Submit Powder Coating Laboratory Test Certificate) -Metal Modesty And Wooden Modesty Are Mounted On The Worktop Perforated With The Help Of The Modesty Mounting Brackets At 400 Mm From Ground. -Worksurface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lipping Edge Banding Of Size 1500X 750 Mm For Main Table As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Meeting Table Eight-Seater 2350 X 1150 Mm Work Top Made Of 25Mm Thick Pre-Laminated Twin Board Of High-Quality Wood; Edge Banded With Matching 2 Mm Thick Pvc Lipping. Access Panels Provided With Soft Closing Hinges. -Under-Structure Consists Of Mixture Of 25Mm And 18Mm Pre-Laminated Twin Board Of High-Quality Wood; Edge Banded With Matching 2 Mm Thick Pvc Lipping. Access Panels Provided With Soft Closing Hinges. Aluminium Alloy 63400 Or Equivalent - Wp Profile Is Added At Bottom Edges For Improving The Aesthetics. -Wire Management Will Be Provided With Electric Switch Plate Of 8+3 Module, Considered For Power And Data Points. Beside Each Cut-Out, An Additional Cut-Out With Plate Is Provided For Mounting Audio-Visual Cables (E.G. Hdmi, Vga-A, Etc.) Vendor Should Submit Detail Shop Drawing With All Dimensions , Table B Supplying And Placing In Position Main Table, Of Dimension 1800X2100X750 Mm. -Primary Work Surface Made Of 25Mm Thick Mdf One Side Pre-Laminate Board With 0.4Mm Pvc. -Secondary Work Surface Made Of 25Mm Thick Mdf One Side Pre-Laminate Board With 0.4Mm Pvc. -Under Structure Made Of 25Mm Thick Pre-Laminated Twin Board Of High Quality Wood, Edge Banded With Matching 2 Mm Thick Pvc Lipping. Integrated Pedestal Made Of 25Mm Thick Pre-Laminated Twin Board Of High-Quality Wood, Edge Banded With Matching 2 Mm Thick Pvc Lipping.  Drawer Fronts Made Of 25Mm Thick Mdf One Side Pre-Laminate Board With 0.4Mm Pvc Membrane Pressed On To Top. Pedestal Construction Is Box-Box-File Type Which Uses Powder Coated 400 Mm Long Metal Panel Drawer Slides. Drawer Extension Is 325 Mm. Drawers Have A Soft Closing & Anti Slam Mechanism. Handles Are Provided For Ease Of Opening. Pedestals Are Provided With Lock For Security. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Modular, Space-Optimizing Desk With Bench N (Three-Seater Curved) Providing, Supplying And Placing Of Desk Cum Bench N Seater Product Which Provides An Elegant, Modular Solution With 360-Degree Swivel Seat For Easy Entry/Exit And Height-Adjustable -Legs Are Made Of Ms Erw Or Equivalent Tube Section Of Size 75X25X2 Mm Thick Oval Tube With 5 Mm Thick Hr Bracket Sand 2Mm Thick Crca Or Equivalent Grade Steel Brackets On To The Tubes. -Assembly Is Powder Coated With Epoxy Polyester. Leg Height Varies From 705 To 1005 In Pitch Of 50 As Per Layout. Sturdy Anchoring By Anchor Bolts On To Base Of 8Mm Thick Plate For Proper Resting Of Leg. Shoe Made Of Nylon Are Provided At The Bottom For Covering The Base Plate. -Two Side Clads Made Of E18 Mm Thick Plate With 0.8Mm Thick Pvc Lapping And On The Outside Covered With Welded Metal Structure Made Of 2 Mm Thick Crca Or Equivalent Grade Steel Powder Coated With Epoxy Polyester. -Worktop Are Made Of 25 Mm Thick Pre-Laminated Board Of High-Quality Wood; All The Edge Of Work Surface Should Provide With Machine Pressed 2 Mm Thick Pvc Edge Band Glued With Hot Melt Glue. -Seat Has Self-Closing Mechanism. Seat Under Structure Is Made From Combination Of Welded Fabricated Structure Of 5Mm Thick Hr And 8Mm Thick Ply With Moulded Pu Foam Of Density 55 Kg/Cu.Mtr. With Stitched Fabric Made Of Leatherette Or Foam Back Fabric. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Seat Back Is Made From Combination Of 8Mm Thick Ply With Moulded Foam On Top Which In Turn Is Covered With Stitched Upholstery Made Leatherite As Per Or Foam Back Fabric. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Seat Support Frame Is Made From Combination Of Ms Erw Or Equivalent Grade Tube Section Of Size 80X40X2.5 Mm Thick Rectangular Tube And Ms Erw Tube Section Of Size 48X19.1X2 Mm Thick Oval Tube Welded Together. Assembly Is Powder Coated With Epoxy Polyester. -Modesty Is Made Of 25Mm Thick Pre-Laminated Twin Board Of High-Quality Wood, All The Edge Of Modesty Are Provided With Machine Pressed 2 Mm Thick Pvc Edge Band Glue With Hot Melt Glue. Vendor Should Submit Detail Shop Drawing With All Dimensions . , Table C 1650X600X770Mm Providing, Supplying And Placing Of Conference Table With Product Size 1650 X 600 X 770Mm -Worktop Should Be Made Of 25Mm Thick High-Quality Wood, Edges Shall Be Provided With Machine Pressed 2 Mm Thick Pvc Lipping Glued With Hot Melt Eva Glue. -All Tables Are Provided With Heavy Duty Table Connector Made With Metal Integrated Engineering Plastic. -Modesty Should Be Made Of 15Mm High Quality Wood, Edges Shall Be Provided With Machine Pressed 2 Mm Thick Pvc Lipping Glued With Hot Melt Eva Glue. -Recta Table Modesty Is Provided With A Latch Made Of 2Mm Thick Crca Or Equivalent Grade Steel And Is Powder Coated With Min 45-Micron Thickness Of Epoxy Polyester Coating. Latch Is Fixed With Knurled Bush Made Of 20Mm Dia Ms Rod In A Black Finish. Latch Can Be Used To Align Modesty If Two Or More Recta Tables Are Connected Side By Side. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Modesty Is Provided With Rubber Stopper Made Of Tpe Rubber To Reduce Banging While Folding Table. -Legs Should Be Made By Welding The Combination Of Ms Erw Or Equivalent Grade Round Tube Ø63.5 X 2Mm Thick, Flanges Made Crca Or Equivalent Grade Steel Sheet Of 1.6Mm Thick And 1.2Mm Thick Inside Plates Made Of Hr 5Mm Thick Sheet. Assembly Is Epoxy Polyester Powder Coated (Min 45 Micron). -Legs Are Provided With Casters Of Ø65 Mm Lockable Type For Ease Of Movement And Can Be Locked When Required At Any Position. Each Castor Is Also Provided With 2 Knurled Disk Of 50Mm Dia And 5 Mm Thick Made Of Ms Bar With Zn Black Finish For Levelling Adjustment Of 10Mm.. -Table Top Connected With Spring Loaded Mechanism With Pull Handle Made Of Ms Erw Ø16X1.2Mm Thick With An Insert Tube Of Ø12.7X1.6Mm Thick Tube. Coated With Epoxy Polyester Powder Coated (Min 45 Micron) To Operate Table Top. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Table Top With Modesty Folds Upside At Offset Centre Pivot Provided On Support Bracket Which Is Aluminium Alloy Pressure Die Cast Part Coated With Epoxy Polyester Powder Coat (Min 45 Micron). Modesty Is Connected To Worktop With 90 Deg Rotating Hinge Made Of Engineering Plastic. -All Type Of Tables Are Provided With Power Box Which Has Two Universal Power Socket Of 2 Annual Periodical Maintenance Each, One Switch Of16 Annual Periodical Maintenance And 1 Fuse Of 4 Annual Periodical Maintenance With 1000Mm Cable With Male And Female Gst Connector. -All Tables Are Provided With Wire Channel And Wire Clip Made Of 1.2Mm Thick Spring Steel And Is Powder Coated With Min 45 Micron Thickness Of Epoxy Polyester Coating (Vendor To Submit Powder Coating Laboratory Test Certificate) Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation L Type Providing And Placing Desk Based Modular Workstation With System Height - 1200 Mm. -Partial Screens: Fabric T- Mould, 19Mm Thick Screen Of 450Mm Ht., Mounted On Studs. -Legs Providing Metal Powder Coated Cube Leg. Legs Are For Standard Workstation Height Of 750Mm. -Under Structure Made Up Of Metal Powder Coated Finish And The Entire Assembly Is Fixed To The Worktop. -Wire Management Will Be Provided With Electric Switch Plate Of 8+3 Module, Considered For Power And Data Points. -Worksurface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lapping Edge Banding Of Size 1500X1500X600 Mm. -Metal And Wooden Modesty Are Mounted On The Worktop With The Help Of The Modesty Mounting Brackets. -Nova Free Standing Pedestal With Flat Metal Front Of Size 390W X 435D X 646Ht, 1Dr = 1 Box + 1 File, Central Locking. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation 2 -900X600Mm Providing And Placing High-Functionality, Modular Office Workstation System & Tile Based Modular Workstation, With Partition Thickness As 52.4 Mm Thick And Ht - 1200 Including Powder Coated Aluminium Trims. -Fin Are 22.5 Mm Thick Panel Which Are 18 Mm Thick Ply Boards Wrapped With Fabric At Intermediate Level. Top Block Finished In Fabric Finish. Bottom Block Is Finished In Metal Finish. -Wire Management: Wires Shall Be Taken Into The System Through Cable Ducts From The Junction Boxes And It Is Carried Up To The Panels Through Concealed Conduits Inside The Blocks. -Half Screen With Frame At Intermediate Position Between 2 People And At The End Above Worktop In Fabric Finish. -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. All Partitions And Side Panels Have Levelling Screws For Adjustment In Case Of Uneven Floor -Work Surface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lapping Edge Banding Of Size 900 Mm W1 X600 Mm D As Per Order. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation 3- 900X600Mm Providing And Placing High-Functionality, Modular Office Workstation System & Tile Based Modular Workstation, With Partition Thickness As 52.4 Mm Thick And Ht - 1050Mm Including Powder Coated Aluminium Trims. -Fin Are 22.5 Mm Thick Panel Which Are 18 Mm Thick Ply Boards Wrapped With Fabric At Intermediate Level. Bottom Block Is Finished In Metal Finish. -Wire Management: Wires Shall Be Taken Into The System Through Cable Ducts From The Junction Boxes And It Is Carried Up To The Panels Through Concealed Conduits Inside The Blocks. -Half Screen With Frame At Intermediate Position Between 2 People And At The End Above Worktop In Fabric Finish. -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. All Partitions And Side Panels Have Levelling Screws For Adjustment In Case Of Uneven Floor -Work Surface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lapping Edge Banding Of Size 900 Mm W1 X600 Mm D As Per Order. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Main Table 1650 X 750, Eru- 1200W X 450D With Pedestal Modular Desk-Based System Of Height 750 Mm. -Cube Legs Are Fabricated By Argo Shield & Have A Square Section. Cube Legs(40X40Mm) And Rigid Support (50X30Mm) Are Available For Work Top Level 750 Mm From Base. -Wire Management: Single Power Box With Raiser For Manager Modules, Single Tables (8+3 Anchor Roma). Soft Closing Access Flap With Brush. -Metal Modesty Is Made From 0.8 Mm Thick Crca Or Equivalent Grade Steel. Metal Modesty Is Mounted On The Worktop With The Help Of The Modesty Mounting Brackets. -Worktop Of 25Mm Thick Prelaminated Particle Board With Pvc Lapping. -Nova Free Standing Pedestal With Flat Metal Front Of Size 390X435X646 Mm, 1Dr = 1 Box + 1 File, Central Locking. Vendor Should Submit Detail Shop Drawing With All Dimensions , Modular, Space-Optimizing Desk Legs Are Made Of Ms Erw Or Equivalent Grade Tube Section Of Size 75X25X2 Mm Thick Oval Tube With 5 Mm Thick Hr Brackets And 2Mm Thick Crca Or Equivalent Grade Steel Brackets Welded On To The Tubes. Assembly Is Powder Coated With Epoxy Polyester. Leg Height Varies From 705 To 1005 In Pitch Of 50 As Per Layout. Sturdy Anchoring By Anchor Bolts On To Base Of 8Mm Thick Plate For Proper Resting Of Leg. -Shoe Made Of Nylon Are Provided At The Bottom For Covering The Base Plate. -Two Side Clads Made Of 18 Mm Thick Plate With 0.8Mm Thick Pvc Lapping And On The Outside Covered With Welded Metal Structure Made Of 2 Mm Thick Crca Or Equivalent Grade Steel Powder Coated With Epoxy Polyester. -Worktop Are Made Of 25 Mm Thick Pre-Laminated Board Of El-P2 Grade And Approved Shade. All The Edge Of Work Surface Are Provided With Machine Pressed 2Mm Thick Pvc Edge Band Glued With Hot Melt Glue. -Modesty Is Made Of 25Mm Thick Pre-Laminated Twin Board Of E1-P2 Grade And Approved Shade. All The Edge Of Modesty Are Provided With Machine Pressed 2 Mm Thick Pvc Edge Band Glue With Hot Melt Glue As Per Order. -Vendor Should Submit Detail Shop Drawing With All Dimensions.
Contract Date: Jun 06, 2026 Contract Value : ₹ 6.64 Crore
Government Departments No of Bidders 8
Maharashtra View Result →
7.
Health and Family Welfare #11062135 AOC
Extension Of Eicu Hub With Library And Skill Lab Facilities In Nims Panjagutta Hyderabad.
Contract Date: Ref. Documents Contract Value : ₹ 7.12 Lakh
Government Departments No of Bidders 1
Telangana View Result →
Assam View Result →
9.
Rural Development #10764889 Price Bid
Construction Of Extension Library Building At Grampanchayat Bidal Tal Man ( Nagari Suvidha 2020 21 )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
10.
Public Administrative Department #10731777 Price Bid
Tender For Extension Work Of Cement Concrete Block And Chowk In Public Library.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 1
Rajasthan View Result →
11.
Educational and Research Institute #10723398 Price Bid
Tender For Procurement Of Text Books And Reference Books For College Library , Department Of Sanskrit , Bharatiya Darsaner Ruparekha ,Dr. Amit Bhattacharya , Sa?Sk?Ta Vyakara?Asastra Ka Itihasa (In Hindi) Pandit Yudhisthir Mimamsaka , Vyakara?A Darsaner Itihasa Gurupada Halder , Vyakara?Asastretihasa? Lokmoni Dahal , Vaidika Sahitya Aur Sa?Sk?Ti (In Hindi) Baladev Upadhyaya , Sa?Sk?Tasahityetihasa Ramchandra Mishra , K?T Pratyaya Visle?A?A Dr. Gopabandhu Mishra , K?Tya Prakara?A Dr. Satyavati Bandyopadhyaya , Vaiyakara?A Siddhanta Kaumudi (Stri Pratyaya Prakara?A) Prof. Tapan Shankar Bhattacharya , B?Hacchabdakusumakara? Harekanta Mishra , B?Haddhatukusumakara? Harekanta Mishra , Pura?A Vimarsa? Baladev Upadhyaya , Bharatiya Darsana Samagra Acharya Jyoti Sengupta , Systems Of Sanskrit Grammar S.K. Belvalkar , Srimadbhagabadgita 3Rd And 4Th Chapter Swami Ramsukh Das , Gitanuvacana Anirnban , ??????????????????????? (??????????) ???????????????????? , The Plays Of Kalidasa: Theater Of Memory Barbara Stoler Miller , Classical And Modern Approaches To Yoga Ganesh Shankar , ??????? ?? ???? ???????? ???????? ??????????? , ??????? ??????? ?? ?????? ???????? ???????? , ???????????? ??????? ??? , The Hitopadesa? Of Naraya?A M. R. Kale , ???????????? ??????? ???????? , ?????? ????? : ????? ?? ??????? ???????? ????? , The Development Of The Concept Of Maya And Avidya , Dialogues On Reality , Robert Powell , ????-?????? (???????, ?????? ????) , ???????? ???????? , ????-?????? (????????) , ??????? ??????? , ??????????????????? ???. ???? ?????? ????? , ?? ?? ??? ???? ??. ????????? ?? , ???????????? ?????? ????? , ????? ???????? , ???? ???????? , ?????? ???????? , ???? ???????? , ???? ???????? , ?????????? ???????? , ?????? ???????? , ???????????? ???????? , ???? ???????? , ?????? ???????? , ?????????? ???????? , ??????, ?????? ???????????? , ???????? (1-2 ??? ???) , ?????? ???????????? , ???????? ?????? ???????????? , ?????? ?????? ???????????? , Meghaduta R.D. Karmakar , ??????? ?? ?????? ?? ????? ????. ????? ???????? ??? ???. ???????? ????? , Nyaya Concept Of Cause & Effect Relationship Prof. Arun Ranjan Mishra , Kadambari, Ramakanta Jha And Harihar Jha , Sivarajavijayam, Prathama Virama And Ramaji Pandit , Sivarajavijayam, Rekha Sukla And Pragya Pandye , Vayupurana, Sri Pancanana Tarkaratna , Vedanga Literature, Brajabihari Choubey , Ayurveda Ka Itihasa Evam Paricay, Dr Vidyadhara Sukla And Dr Ravida , Bharatiya Puralipividya,Dineshcandra Sarkar , Indian Ancient Script, Gourishankar Hirachand Ojha , A Text Book Of History Of Ayurveda, Dr Subhash Ranande & Dr Renuka , Ayurveda Ka Itihas, Dr Dipak Yadav , Samskrta Sahityer Itibrit, Gopendu Mukhopadhyay , A Concise History Of Sanskrit Literature, Gourinath Sastri , Paniniya Sabdasastra, Ed. Dr Satya Narayan Chakraborty , Rudradamans Junagarh Silalekha, Ed. Yudhisthira Gope , The Students Guide To Sanskrit Composition, V S Apte , Bharatiya Avilekha O Pratnalipi, Debarchana Sarkar Et Al. , Patanjali Yogadarsana, Swami Vargananda , Yogasutra Parisilan, Jyanaprakas Sastri , Patanjali Yogasutra (Hindi), Bks Iyengar , Patanjali Yogasutra, Ed. Gurudev Sri Sri Ravi Shankar , Ayurveda Sastra Ka Itihas, Prof Ram Harsh Singh , Caraka Samhita, Ed. R K Sharma & Bhagwan Dash , Svapnavasavadattam, Ed. Pandit Jagdishlal Shastri , Svapnavasavadattam, Ed. Anil Chandra Basu , Cipitakacarvanam, Ed. 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Siva Kumar , Visva-Bharati: A University For The World, Sabyasachi Bhattacharya , ?????? ????????????, ??????????? ????? , ?????????????? ????????, ????????????? ??? , ???????: ?????? ? ????????, ?????? ??????????????? , The Santal: Their Culture And Society, Nirmal Kumar Bose , Folklore Of Bengal, Ashutosh Bhattacharya , ???? ???? ??????????, ??????????? ?????????? , ?????? ????? ???????, Birbhum Lok Sanskriti Parishad , ??????? ???? ? ????????, ??????????? ??? , The Bengal Renaissance, Susobhan Sarkar , Colonialism And Indian Economy, Amiya Kumar Bagchi , ?????? ???????, ?????? ????? , ?????? ???????? ????? ????, ?????? ????? , Women In Modern India, Geraldine Forbes , Education And Nationalism In Bengal, Partha Chatterjee , ????? ??????, ?????? ???? , ??????? ??????????, ???? ?????????? , Imperial Gazetteer Of India, Govt. Of India , Manual Of Archival Description, Ica , ???????? ?????? ?????? ??????, ?????????? ????? ???????? , ???????? ??????? ????????? ? ???????, ???? ??? , ?????? ???????? ???? ????, ????? ??? , ????????? ? ???? ???????, ????? ?????????? , ?????????? ???? ???? ?????? ?????? ??????? ???, ???? ????? , ??????? ?????? ? ????????, ????? ??????? , ?????? ?????, ????? ????????? ?????? ????????? ??????? , ???????? ??????, ????????? ??????? , ??????? ??????, ????????? ????? , ?????? ??????, ???????????? ????????? , ???????? ????????? ??????, ???????? ??? , ????? ??????? ? ???? ?????? (????-????), ???? ??? , ?????????? ????????? ??????, ???? ??? , ????? ????? ??????,??????? ???? , ??????? ???? ????? ????????, ?????????? ??????????? , ??????-???????????????? ??????. ????? ??? , The Santals Of Jungle Mahals: Through The Ages, Suchibrata Sen , Birbhum Malariya And Harry Timbers, Suchibrata Sen , ??????? ????????? ??????? ??????, ???? ??? , ????????? ????, ????? ?????? ????? , Department Of Bengali , ?????? ??????, ???????? ???????????? ???????? , ??? ?????? ? ??????????????????, ???????? ???????????? , ????? ?????????? ?????? ?????? , ????????? ????????? , ????? ?????? ???? , ???????? ????????? , ???????????????, ?????? ???????????? , ???????? ????????? , ?????? ??????? , ?????? ??????? ???????, ????? ????????????? , ???????? ????? ?????????? ?????? ????? ???, ???? ???????????? ???????? , ???? ???? ?? ???, ???????? ?? , ??????????????? ???? ???????? ??????, ????? ?????? ???????? , ??????? : ?????? ???????, ?????? ??? ??? , ?????? ????? ???????? ??????? ??? , ???? ??? , ?????? ?????? ? ?????????, ????????? ????????? , ???? ?????????? ??????????????? ????? , ?????????? ?????????? , ???????? ????? ????????? ????????? , ?????????? ????? , ?????????? ????????, ?????? ???????????? ???????? , ?????????? ??????????: ????? ??????? , ??????????? ???? ???????? , ????? ??????? ????: ????? ?? ????, ?????? ??? , ??????????????? ????????, ?????? ????????????? , ????????? ????? ????????? ???????, ?????? ????????????? , ??????????: ???????? ?????, ???? ??????? ???????? , ???????? ?????? : ?? ??????, ????? ????????????? ???????? , ????? ?????????? ???????, ????????? ????? , ????????? ??????: ????? ????? , ??? ????? ???????? , ????????? ?????? : ???? ?? ??? ??????? ????? ??????? ????? ??, ?????????? ?????????? ???????? , ?????????????? ??????: ???? ??? , ?????? ??? , ???? ????? :??? ? ?????, ???????? ????????????? , ????????????????? ? ??????????, ????? ????? , ?????????????? , ???? ???? , ????? ??????????, ??????????? ??????????????? , ??????? ????????? ?????????? ???? ????, ????? ??? ???????? , ??????????? ?????? ????? ???????? ????, ?????????? ???????????? ???????? , ?????? ??? :?????, ?????? ?????????? , ??????? ?????????? ??????, ??????? ????????????? , ????????????? ?????? ? ???????, ????? ???? , ?????? ??????? ???? ??? ?? ??? ?????? , ????? ???????????? ???????? , ????????? ??????: ??????????, ?????? ????????????? , ????? ?????? , ????????? ????????? , ??????????? ?????? ? ??????, ????? ???????? , ?????????????? ???????, ????? ?? , ?????????? ????????????, ????? ?? , ??????????? ????????????, ?????? ????????????? , ????????????? ?????????, ?????????????, ????????????? ???? , ???????????? ???????????, ????????????? ???? , ??????? ????, ?????? ?????????? , ???????? ???????, ???????? , ????????, ???????????????? ???????? , ????????? ??????? , ??????????? ???????? , ???? ???????? ? ????? ????, ????? ??? , ??????? ?????????? ?????? , ????????????? ??????????????? , ?????? ???? ????? , ????????????? ??????????????? ? ????????? ????????????? ???????? , ????????? ??????? ? ????????, ?????? ????????????? , Department Of English , Translation And Interpreting: Reader And Workbook, Ravinder Gargesh & Krishna Kumar Goswami (Eds.) , Problems Of Translation, H. Lakshmi , A Textbook Of Translation, Peter Newmark , The Theory And Practice Of Translation, E. A. Nida & C. R. Taber , Translation Across Cultures, Gideon Toury , Christopher Marlowe: Edward Ii, Martin Wiggins, Robert Lindsey & Stephen Guy-Bray (Eds.) , Macbeth, Sandra Clark & Pamela Mason (Eds.) , The Merchant Of Venice, Sir Arthur Quiller-Couch & John Dover Wilson (Eds.) , The Way Of The World, Shrishendu Chakrabarti (Ed.) , English Drama 1660-1700, Derek Hughes , Christopher Marlowe: The Overreacher, Harry Levin , Shakespearean Tragedy, John Drakakis (Ed.) , Elizabethan-Jacobean Drama, G. Blakemore Evans , Sense And Sensibility, Jane Austen , Hard Times, Charles Dickens , A Portrait Of The Artist As A Young Man, Jeri Johnson (Ed.) , Virginia Woolfs Perspective On Fiction, Simon Dittrich , Aldous Huxley: Complete Essays, Robert S. Baker & James Sexton (Eds.) , Dickens, Peter Ackroyd , Dickens And The Spirit Of The Age, Andrew Sanders , English Fiction Of The Victorian Period, Michael Wheeler , The Modern British Novel, Malcolm Bradbury , G. K. Chesterton: A Criticism, Cecil Chesterton , Blakes Poetry And Design, John E. Grant & Mary Lynn Johnson (Eds.) , William Wordsworth: Selected Poems, Stephen Gill (Ed.) , The Complete Poems, Samuel Taylor Coleridge , John Keats: Selected Poems, John Barnard (Ed.) , Percy Shelley: Selected Poems And Prose, Cian Duffy & Jack Donovan (Eds.) , Lord Byron: Selected Poems, Peter Manning & Susan Wolfson (Eds.) , Lord Alfred Tennyson: Selected Poems, Christopher Ricks (Ed.) , Robert Browning: Selected Poems (1835-1864), W. T. Young (Ed.) , Selected Poems Of Matthew Arnold, Hereford B. George & A. M. Leigh (Eds.) , G. M. Hopkins: Selected Poems, Peter Feeney , Yeats And Modern Poetry, Edna Longley , Collected Poems, W. B. Yeats , The Refugee. Asif Currimbhoy , Crisis In Civilization And Other Essays, Rabindranath Tagore , Collected Poems (21St Ed.), Nissim Ezekiel , The Remains Of The Feast, Githa Hariharan , Collected Poems, Sri Aurobindo , Toru Dutt: Collected Prose And Poetry, Chandani Lokuge (Ed.) , The Routledge History Of Literature In English (2Nd Ed.), Ronald Carter & John Mcrae , Chaucers Language And The Philosophers Tradition, J. D. Burnley , The Cambridge Companion To Old English Literature, Malcolm Godden & Michael Lapidge (Eds.) , Themes And Conventions Of Elizabethan Tragedy (2Nd Ed.), M. C. Bradbrook , Forms Of Nationhood, R. Helgerson , English Drama: Restoration & Eighteenth Century (1660-1789), Richard W. Bevis , Literature And The Social Order In Eighteenth-Century England, Stephen Copley (Ed.) , Romantics, Rebels And Reactionaries, Marilyn Butler , A Liberal Descent, J. W. Burrow , A History Of English Literature, Michael Alexander , A Critical History Of English Literature (Vol. I & Ii), David Daiches , History Of English Literature (Revised Ed.), Edward Albert , The Modes Of Modern Writing, David Lodge , Literature, Politics And Culture In Postwar Britain, Alan Sinfield , English Social And Cultural History, Bibhash Choudhary , The Palgrave Guide To English Literature And Its Contexts (1500-2000), Peter Widdowson , John Donne: Life, Mind And Art, John Carey , Andrew Marvell: The Complete Poems, Elizabeth Donno (Ed.) , John Donne: Selected Poems, Ilona Bell (Ed.) , Shakespeares Sonnets, Kenneth Muir , Shakespeares Sonnets, Katherine Duncan-Jones , Paradise Lost, John Leonard (Ed.) , The Rape Of The Lock And Other Major Writings, Leo Damrosch (Ed.) , The Rape Of The Lock, Harriet Raghunathan (Ed.) , William Cowper: Selected Poetry And Prose, David Lyle Jeffrey (Ed.) , Thomas Grays Elegy Written In A Country Churchyard, Harold Bloom (Ed.) , In Other Words: A Coursebook On Translation, Mona Baker , Routledge Encyclopaedia Of Translation Studies , Gender In Translation, Simon Sherry , A Linguistic Theory Of Translation, I. C. Catford , Interpreting: An Introduction, Nancy J. Frishberg , Award Winning Books , ???? ???????, ?????????? ??????????????? , ???????, ?????????? ??????????????? , ??????, ?????????? ??????????????? , ????, ?????????? ??????????????? , ?????? , ????????? ??????????????? , ???????????? ?????, ????????? ??????????????? , ????? ???? ???? ???, ?????? ????????? , ????? ??? ?????, ????? , ????????? ????, ????? ??????????????? , ??????, ????????? ????????????? , ??? ??????, ????????? ????????????? , ??????, ??????????? ???? , ???????????, ???? ??? , ??? ???????, ?????? ????? ??? , ?????, ???? ?? , ????? ???? ????, ?????? ?????? , ???? ?????,????? ???????? ????? , ???? ??? ????, ????????? ????????? , ??????????, ??? ????? , ???? ??????? ????, ???? ??? , ?????, ?????? ???????????? , ?? ??????, ????????? ???? , ????? ???? ????, ????? ????????????? , ??????? ?????,??? ??? , ?????? ?????? ?????????, ????? ???? , ????, ????????? ???? , ???? ?????, ????????? ????????? , ????????? ???, ??????? ?????? , ??????????, ????? ???????? , ???????, ????????? ??????? , ???? ???, ??? ????? , ????????, ?????? ?????????? , ????????, ????? ?????? ?? , ??? ? ????????, ??????? ????????????? , ????????? ????????, ???????????? ??????? , ??? ????, ????? ????????????? , ?? ????, ????? ????????????? , ???????, ????? ??????? , ???????????, ????? ??????? , ?????????, ????? ??? , ??????????, ????????? ??? , ????????, ???? ??? , ?????? ????????? , ???? ??? , ????????? ?????, ????????????? ??????? , ??????????, ????????????? ??????? , ???? ???? ?????, ????? ???? , ??????? ??????, ????????? ???? , ???????????, ????????? ???? , ???? ???? ???? ???, ???????? ??? , ??????? ???????, ????? ??? , ????????? ???, ????? ????????????? , ????????? (?????????), ????? ???????? ????? , ????????? ????? ??????? ?????, ????????? ??? , ??????????, ???????? ??? , ????????????, ????????? ??????????????? , Department Of Political Science , Aristitoler Politics, Nirmal Kanti Majumder , Adhunik Rastriya Matabader Bhumika, C. E M. Jode , Key Concept Of Politics, Haywood , Indian Polity, M. Laxmikant , Public Administration, M. Laxmikant , New Comparative Government, J. C. Jokari , Antarjatiksamparka: Tattyo O Bibartan, Goutam Kr. Basu , Antarjatiksamparka, Pranab Kr. Dalal , Jana Prashashon, Rajashree Basu , Bharatiya Prashashon, Bhattacharyya & Basu , Jana Prashashon, P. G. Das , Department Of Computer Application , Introduction To Computer Application, Ashok Arora , Computer Fundamentals , Computer System Architecture, M. Morris Mano , Cyber Security And Cyberwar, P.W. Singer And Allan Friedman , Hacking: The Art Of Exploitation, Jon Erickson , Network Security Essentials, William Stallings , Black Hat Python, Justin Seitz , Head First Html With Css & Xhtml: Design And Build Websites, Elisabeth Freeman , Html And Css : Desgn And Buid Websites, Jon Duckett , The Complete Reference, Thomas Powell , Books On Competitive Exams , Quantitative Aptitude For Competitive Examinations, R. S. Aggarwal , General Studies (Vol. 1), Atlantic Research Division , General Studies (Vol. 2), Atlantic Research Division , Lucents General Knowledge, Dr. Binay Karna & Team , Objective General English, S. P. Bakshi , A Modern Approach To Verbal & Non-Verbal Reasoning, R. S. Aggarwal , Indian Polity, M. Laxmi Kanth , Certificate Physical & Human Geography, M. Laxmikanth , Ncert Indian Econom, Amesh Singh , Yearly Current Affairs, Editorial Team
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
West Bengal View Result →
12.
Science and Technology #10697304 Price Bid
Part A- False Ceiling In Library Building At Csir-Ngri, Hyderabad. Part B- Renovation Of Room Nos 024, 240, 244 And Hrd Room In Extension Building At Csir-Ngri, Hyderabad.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 4
Telangana View Result →
13.
Housing Urban and Rular Development #10687721 Price Bid
Construction Of Vertical Extension Upto 2Nd Floor To Make The Provision Of Two Classroom And Central Library At South East Wing Of Mahesh Bhattacharyya Homeopathic Medical College And Hospital, Howrah
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
West Bengal View Result →
14.
Rural Development #10654172 Price Bid
Construction Work Of Additional Classroom, Cwsn Toilet, Library Hall, Computer Room, Kitchen Extension, Rain Water Harvesting, Fire Extinguisher And Dome Etc At K.G.B.Vgorathan Tal Jawhar Dist Palghar
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
15.
Rural Development #10654171 Price Bid
Construction Work Of Additional Classroom, Cwsn Toilet, Library Hall, Computer Room, Kitchen Extension, Rain Water Harvesting, Fire Extinguisher And Dome Etc At K.G.B.Vsakhari Tal Mokhada Dist Palghar
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
16.
Rural Development #10654170 Price Bid
Construction Work Of Additional Classroom, Cwsn Toilet, Library Hall, Computer Room, Kitchen Extension, Rain Water Harvesting, Fire Extinguisher And Dome Etc At K.G.B.Vvikramghad Tal Vikramghad Dist Palghar
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Maharashtra View Result →
17.
Educational and Research Institute #10589176 Price Bid
Civil Works For Extension Of Library Hall From The Existing Room Of Malayalam Library Of Ori And Mssl At Kariavattom Campus Civil Works
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Kerala View Result →
18.
Public Administrative Department #10536439 Price Bid
nit . 01 / 2020-21 construction of ground floor extension of sonapur rural library at sonapur , p . o- sonapur hat , chopra , uttar dinajpur
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 5
West Bengal View Result →
19.
Public Administrative Department #10497547 Price Bid
Proposed Extension For Library Building In Cts 1134 For Shrigonda Municipal Council , Shrigonda Dist- Ahmednagar
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 4
Maharashtra View Result →
20.
Science and Technology #10452986 Price Bid
Part-I-Renovation Of Gents ( S.F. ) And Ladies ( S.F. ) Toilet In Extension Building Near Central Lobby At Ngri, Hyderabad. Part-Ii- Provision Of Divyang Toilet And Ladies Toilet On Ground Floor In Library Building At Csir-Ngri, Hyderabad
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 2
Telangana View Result →
21.
Housing Urban and Rular Development #10336057 Price Bid
Periodical Repair And Preserve Works Of Main Building, Annex Building, Nmr Building, Canteen Building, Central Library, Osd Office , Security Room, Common Toilet Block And Adjacent Pump Etc.S And P Works Of Presidency University, College Street..- 1 Renewing C.I. clamp for pipe including cutting hole in wall etc. and mending good15 mm 2 20 mm 3 25 mm 4 40 mm 5 50 mm 6 Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).50 mm dia 7 40 mm dia 8 25 mm dia 9 20 mm dia 10 15 mm dia 11 Supplying, fitting and fixing bib cock or stop cock.(i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). 12 Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar brand). 13 Chromium plated Concealed StopCock ( Equivalent to Code No. 514(A) & Model -Tropical / Sumthing Special of ESSCO or similar brand). 14 Chromium plated Bib Cock with wall flange (Equivalent to Code No. 5047 & Model - Florentine of Jaquar or similar brand). 15 Supplying, fitting and fixing shower of approved brand and make.f) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar). 16 Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (A)(II) CPVC Pipes Class-2,SDR-13.5(Dia)15 mm 17 20 mm 18 25 mm 19 40 mm 20 50 mm 21 (B) Socket(Dia)15 mm 22 20 mm 23 25 mm 24 40 mm 25 50 mm 26 (C) Equal Tee(Dia)15 mm 27 20 mm 28 25 mm 29 40 mm 30 50 mm 31 (K) Elbow (90°)(Dia)15 mm 32 20 mm 33 25 mm 34 40 mm 35 50 mm 36 Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. 37 Supplying, fitting and fixing low-down cistern parts.Internal fittings for cistern complete of approved make. 38 Outlet Assembly 39 Rubber Kid 40 Knob 41 Brackets (pair) 42 Dewatering and repairing G.I. tank above 1000 litre and upto 2000 litre capacity with G.I. washer, bolts, nuts and cement concrete at bottom as necessary. 43 Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets.(ii) 550 mm X 400 mm size 44 Supplying, fitting and fixing pedestal of approved make for wash basin (white) 45 Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. 450 mm long 46 Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps.600 mm long 47 Supplying, fitting and fixing Waste fittings complete.(b) Polythene32 mm 48 Supplying, fitting and fixing C.I. bracket including two coats of painting.(a) Wash basin, Dental spitton 49 Supplying, fitting and fixing pillar cock of approved make. a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand). 50 Dismantling wash basin with brackets with or without waste fittings. 51 Supplying, fitting & fixing Cast iron soil pipe only conforming to I.S. 3989/ 2009 and I.S. 1729/2002 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. (Measurement will be made along the center line of the total pipe line in fitted condition including specials,payment for specials & Painting will however be paid seperately).(a) With valamoid joints including sealing with sand cement morter (4:1)upto quarter depth.100 mm dia. (internal) 52 Supplying, fitting & fixing Cast iron single branch equal with door conforming to I.S. 1729/2002 including joining and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).(a) With valamoid joints including sealing the top with cement mortar (4:1)(ii) 100 mm dia. 53 Supplying, fitting & fixing Cast iron double branch equal with door conforming to I.S. 1729/2002 including jointing and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).(a) With valamoid joints including sealing the top with cement mortar (4:1)(ii) 100 mm dia. 54 Supplying, fitting & fixing H.C.I. bend with door conforming to I.S.S. including jointing complete and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately).(a) With valamoid joints including sealing the top with cement mortar (4:1)(ii) 100mm dia. 55 Supplying,fitting and fixing cast iron P or S trap conformimg to I.S. 3989/ 2009 and 1729/ 2002 including lead caulked joints and painting two coats to the exposed surface. (Painting to be paid seperately). (B) S Trap(iii) 100 mm 56 Supplying, fitting and fixing cast iron extension pipes for using in Traps only (connector) conforming to I.S.3989/2009 and 1729/2002 including lead caulked joints complete and painting two coats to the exposed surface with approved paint complete. (Payment of Painting will however be paid seperately). (vii) 100 mm X 600 mm 57 Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc.(a) With P trap 58 Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.(i) 635 mm X 395 mm X 420 mm 59 Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete.(a) E.W.C./ (iv) Bestolite (solid type) white 60 Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.i) Polythene Flush Pipe 61 Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges.600 mm X 450 mm 62 Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass25 mm dia. and 600 mm long 63 Dismantling E.P. or Anglo-Indian W.C. 64 Dismantling urinal. 65 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length(b) 110 mm 66 (c) 160 mm 67 (vi) Double Socketed 0.9 Meter Length(b) 110 mm 68 (ii) Plain Tee (b) 110 mm 69 (iii) Door Tee (b) 110 mm 70 (c) 160 mm 71 xi) Door Bend (T.S.) (b) 110 mm 72 (c) 160 mm 73 xv) Vent Cowl (b) 110 mm 74 c) 160 mm 75 xvi) pipe Clip b) 110 mm 76 c) 160 mm 77 xxi) 110 x 110 p Trap 75 mm 78 xxx) Cleaning Pipe b) 110 mm 79 c) Rubber Lubricant 500 ML 80 D) Solvent cement 250 ML 81 Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessaryand mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin- charge. (Payment will be made on centre line measurement of the total pipeline including specials.(A) Above ground ii) 110 mm dia 82 (ii) 110 mm dia. 83 Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)(iv) 15 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size each 2536.00Cover: 460 mm X 75 mmFrame: 620 mm X 150 mmopening: 360mmWeight: 100 kg (approx)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 16
West Bengal View Result →
22.
Housing Urban and Rular Development #10300552 AOC
Tender For Extension And Concerning Works To Dist Library Building Near Tahshil Chowk At Yavatmal
Contract Date: Jun 30, 2026 Contract Value : ₹ 59.92 Lakh
Government Departments No of Bidders 5
Maharashtra View Result →
23.
Housing Urban and Rular Development #10244578 Price Bid
Supply, Installation, Testing And Commissioning Air Conditioner Units For Lruc Room Computer Lab, E-Library Room And Conference Room To Extension Building Of Govt Polytechnic Curchorem
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Goa View Result →
24.
Tourism #10193738 Price Bid
Extension And Renovation Of Toilet Beside National Library Gate At Zoological Garden, Alipore
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
25.
Educational and Research Institute #10188701 Price Bid
Construction Of Temporary Shed (Civil) For Extension Of Existing Resource Centre/Library Of Nift, Bhubaneswar
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Odisha View Result →
26.
Tourism #10145562 Price Bid
Extension , Beautification And Renovation Of Reading Room At Deshbandu District Library, Darjeeling, Gta.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
Delhi View Result →
28.
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
Government Departments No of Bidders 1
Rajasthan View Result →
29.
Educational and Research Institute #9883602 AOC
Tender for Civil Work For The Extension Of Library Block Along With Light Roofing For Providing New Classrooms For The Use Of Fyugp At Kariavattom Campus
Contract Date: Feb 03, 2026 Contract Value : ₹ 66.71 Lakh
Government Departments No of Bidders 7
Kerala View Result →
30.
Housing Urban and Rular Development #9786076 Price Bid
Tender For Mow/Deposit Work Under Jail-3 Sub Dn, Pwd Bhopal-1 1.2 Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. 1.2.1 Lime, moorum, building rubbish 1.2.2 Earth 1.2.3 Manure or sludge 1.2.4 Excavated rock 1.2.5 Sand, stone aggregate below 40mm nominal size 1.2.6 Stone aggregate 40mm nominal size and above 1.2.7 Stone soling 1.2.8 Bricks 1.2.9 S.W. Pipes 1.2.9.1 100 mm dia 1.2.9.2 150 mm dia 1.2.9.3 200 mm dia 1.2.9.4 250 mm dia 1.2.9.5 300 mm dia 1.2.9.6 350 mm dia 1.2.9.7 400 mm dia 1.2.9.8 450 mm dia 1.2.9.9 500 mm dia 1.2.9.10 600 mm dia 1.2.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and reinforced cement pipes 1.2.10.1 100 mm dia 1.2.10.2 125 mm dia 1.2.10.3 150 mm dia 1.2.10.4 200 mm dia 1.2.10.5 250 mm dia 1.2.10.6 300 mm dia 1.2.10.7 350 mm dia 1.2.10.8 400 mm dia 1.2.10.9 450 and 500 mm dia 1.2.10.10 600, 700, 750 and 800 mm dia 2 1.3 Add extra for every additional lead of 50 metre or part thereof. 1.3.1 Lime, moorum, building rubbish 1.3.2 Earth 1.3.3 Manure or sludge 1.3.4 Excavated rock 1.3.5 Sand, stone aggregate below 40mm nominal size 1.3.6 Stone aggregate 40mm nominal size and above 1.3.7 Stone soling 1.3.8 Bricks 1.3.9 S.W. Pipes 1.3.9.1 100 mm dia 1.3.9.2 150 mm dia 1.3.9.3 200 mm dia 1.3.9.4 250 mm dia 1.3.9.5 300 mm dia 1.3.9.6 350 mm dia 1.3.9.7 400 mm dia 1.3.9.8 450 mm dia 1.3.9.9 500 mm dia 1.3.9.10 600 mm dia 1.3.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes 1.3.10.1 100 mm dia 1.3.10.2 125 mm dia 1.3.10.3 150 mm dia 1.3.10.4 200 mm dia 1.3.10.5 250 mm dia 1.3.10.6 300 mm dia 1.3.10.7 350 mm dia 1.3.10.8 400 mm dia 1.3.10.9 450 and 500 mm dia 1.3.10.10 600, 700, 750 and 800 mm dia 3 2.1 Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. 2 2.2 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. 5 2.3 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 6 2.4 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.4.1 beyond 30 cm girth up to and including 60 cm girth 2.4.2 beyond 60 cm girth up to and including 120 cm girth 2.4.3 beyond 120 cm girth up to and including 240 cm girth 2.4.4 above 240 cm girth 7 2.5 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil 8 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil 9 2.7 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. 2.7.1 Ordinary rock 2.7.2 Hard rock (requiring blasting) 2.7.3 Hard rock (blasting prohibited) 10 2.8 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. (No extra lift is payable if work is done by mechanical means)Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-InCharge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day 2.8.1 Ordinary rock 2.8.2 Hard rock (requiring blasting) 2.8.3 Hard rock (blasting prohibited) 11 2.9 Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil 2.9.1 Pipes, cables etc., not exceeding 80 mm dia. 2.9.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.9.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 12 2.10 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). 13 2.11 Extra for excavating trenches for pipes, cables, etc., in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 14 2.12 Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, depth up to 1.5 m including including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 2.12.1 Ordinary rock : 2.12.1.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 2.12.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia 2.12.2 Hard rock (requiring blasting) 2.12.2.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.2.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia 2.12.3 Hard rock (blasting prohibited) 2.12.3.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.3.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. 15 2.13 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 16 2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 17 2.15 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.15.1 Depth not exceeding 1.5 m. 2.15.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.15.3 Depth exceeding 3 m but not exceeding 4.5 m. 18 2.16 Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). 2.16.1 Depth not exceeding 1.5 m. 2.16.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.16.3 Depth exceeding 3 m but not exceeding 4.5 m. 19 2.17 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : 2.17.1 Depth not exceeding 1.5 m. 2.17.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.17.3 Depth exceeding 3 m but not exceeding 4.5 m. 20 2.18 Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be leftpermanently in position. (Face area of timber permanently left to be measured). 21 2.23 Extra rates for quantities of works, executed: 2.23.1 In or under water and/or liquid mud, including pumping out water as required. 2.23.2 In or under foul position, including pumping out water as required. Note: - The extra percentage rate is applicable in respect of each item but limited to quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. 22 2.24 Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 23 2.25 Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) 2.25.1 All kinds of soil. 2.25.2 Ordinary or hard rock. 24 2.26 Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. 25 2.27 Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. 26 2.28 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc., disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5m. 2.28.1 All kinds of soil. 2.28.2 Ordinary rock 2.28.3 Hard rock (requiring blasting) 2.28.4 Hard rock (blasting prohibited) 27 2.29 Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) 28 2.30 Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.30.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. 29 2.31 Deduct for disposed soil not levelled and neatly dressed. 30 2.32 Preconstruction antitermite treatment to the building under construction by providing.Stage 1: Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. 31 2.33 Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately). 32 2.34 Excavation in soil using hydraulic excavator and including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- section, and transporting to the appropriate ground contour, location and levelling and dressing earth neatly with all lifts and lead upto 1000 metre. 33 2.35 Earth work in rough excavation by any means and bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne in embankments for roads, flood banks, marginal bank and guide bank of filling up ground depression within campus, lead upto 50m and all lift. All kinds of soil. 34 2.36 Bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-must layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank etc. lead upto 50m and lift upto 1.5m. All kinds of soil. 35 2.37 Deduct for not rolling with power roller of minimum 8 tonnes for bankingfilling excavated earth in layers not exceeding 20cm in depth. 36 2.38 Deduct for not watering with the excavated earth for bankingfilling 37 2.39 Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm I.D.with inbuilt pressure compensation chip at every 30 cm interval in the tube,. The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in- charge with bond of 5 year warranty. 2.39.1 Permanent piping system with Junction boxes 2.39.2 Anti-termite chemical injected area 38 2.40 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (All kinds of soil) 39 3.1 Cement mortar 1:1 (1 cement: 1 sand) 40 3.2 Cement mortar 1:2 (1 cement: 2 sand). 41 3.3 Cement mortar 1:3 (1 cement: 3 sand). 42 3.4 Cement mortar 1:4 (1 cement: 4 sand). 43 3.5 Cement mortar 1:5 (1 cement: 5 sand). 44 3.6 Cement mortar 1:6 (1 cement: 6 sand). 45 3.7 Cement mortar 1:2 (1 cement: 2 stone dust). 46 3.8 Cement mortar 1:2 (1 cement: 2 marble dust). 47 3.9 White cement mortar 1:2 (1 white cement: 2 marble dust). 48 3.10 Cement mortar 1:5 (1 cement: 5 marble dust). 49 3.11 White cement mortar 1:3 (1 white cement: 3 marble dust). 50 3.12 White cement mortar 1:5 (1 white cement: 5 marble dust). 51 3.13 Mortar in lime , surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5 52 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete 4.1.1.2 M-20 – Grade concrete 4.1.1.3 M-15 – Grade concrete 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate 4.1.3 With fly ash. 4.1.3.1 1:2:3½:9 (1 ordinary Portland cement : 2 Fly ash : 3½ sand: 9 graded stone aggregate 40 mm nominal size) 4.1.3.2 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 53 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 With 20mm nominal size graded stone aggregate 4.2.1.1 M-25 – Grade concrete 4.2.1.2 M 20 – Grade concrete 4.2.1.3 M 15 – Grade concrete 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 54 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. 4.3.3 Above plinth: Columns, pillars, posts and struts. 55 4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 4.4.1 M-15 (With 20mm nominal size graded stone aggregate) 4.4.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 56 4.5 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement morta1:3 (1 cement : 3 sand) on exposed surfaces complete.(With 20mm nominal size graded stone aggregate) 57 4.6 Providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 sand) on exposed surfaces complete. 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 58 4.7 Providing and fixing upto floor two level precast cement concrete solid block including hoisting and setting in position with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete : 4.7.1 M-15 (With 20mm nominal size graded stone aggregate) 4.7.2 M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 59 4.8 Providing and Fixing upto floor two level pre cast concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. 4.8.1 M-15 (With 20mm nominal size graded stone aggregate) 4.8.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 60 4.9 Add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of 61 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). 62 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size). 63 4.12 Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer. 64 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 65 4.14 Extra for concrete work in superstructure above floor two level for each floors or part thereof 66 4.15 Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.Note for item No. 4.15:- The quantity will be calculated by multiplying. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. 67 4.16 Extra for laying concrete in or under foul positions. 68 4.17 Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) 69 4.18 Extra for addition of synthetic polyester triangular fiber of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/ Water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in- Charge. 70 4.19 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 71 4.20 Providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 72 4.21 Providing and fixing up to floor two level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete . 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 73 4.22 Providing and fixing up to floor two level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 74 4.23 Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design curing, 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 the Engineer-in-charge.Note : (1) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacemen to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. 4.23.1 All works up to plinth level: 4.23.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.23.2 All works above plinth and upto floor two level 4.23.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 75 4.24 Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in- charge. 4.24.1 All works up to plinth level: 4.24.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.24.2 All works above plinth and upto floor two level 4.24.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 76 4.25 Plum Cement concrete 1:2:4 with 75% graded metal of maximum size 40 mm and 25% plum of 150mm size. 77 4.26 Providing and laying cement concrete in Sunken floors of WC, Toilet, Wash Area, etc with 1:5:10 (1 cement : 5 coarse sand (zone-3) : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering 78 5.1 Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 M-20 Grade Concrete 5.1.2 M-15 Grade Concrete 79 5.2 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: 5.2.1 M-20 Grade Concrete 80 5.3 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1 M-20 Grade Concrete 81 5.4 Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. 5.4.1 M-20 Grade Concrete 82 5.5 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in arches, archribs, domes, vaults, shells, folded plate above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in Concrete grade. 5.5.1 M-20 Grade Concrete 83 5.6 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in chimneys, shafts, upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement with 5.6.1 M-20 Grade Concrete 88 5.7 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in well-steining excluding the cost of centering, shuttering, finishing and reinforcement with 5.7.1 M-20 Grade Concrete 84 5.8 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in M 20 –Grade Concrete 85 5.9 Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. 5.9.2.2 Above plinth upto 3.6 m height from plinth level 5.9.2.3 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 5.9.4 Shelves(Cast in situ) 5.9.5 Lintels, beams, girders, bressumers and cantilevers 5.9.6 Columns, P i l l a r s , Piers, Abutments, Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. 5.9.8 Spiral staircases (including landing). 5.9.9 Arches, domes,vaults upto 6m span 5.9.10 Extra for arches, domes, vaults exceeding 6 m span 5.9.11 Chimneys and shafts 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. 5.9.13 Well steining 5.9.14 Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). 5.9.16 Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. 5.9.17 Cornices and mouldings 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works) 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works) 86 5.10 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured) 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 87 5.11 Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete. 88 5.12 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 sand) etc. complete excluding plastering of the jambs, sills and soffits. 5.12.1 50 mm thick 5.12.2 40 mm thick 5.12.3 25 mm thick 89 5.13 Encasing rolled steel sections, in beams and columns, with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. 80 5.14 Encasing rolled steel section in grillages with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including centering and shuttering but excluding cost of expanded metal and hangers. 91 5.15 Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers. 92 5.16 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.1 Mild steel and Medium Tensile steel bars. 5.16.2 Hard drawn steel wire 5.16.3 Cold twisted bars (CTD) 5.16.4 Hot rolled deformed bars 5.16.5 Hard drawn steel wire fabric 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 93 5.17 Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. 94 5.18 Providing and fixing in position copper plate as per design for expansion joints. 95 5.19 Providing and filling in position, blown bitumen in expansion joints. 96 5.20 Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints. 97 5.21 Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. 98 5.22 Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 5. 22.1 12 mm thick 5. 22.2 25 mm thick 5. 22.3 50 mm thick 99 5.23 Providing and fixing sheet covering over expansion joints with iron screws as per design. 5. 23.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 5. 23.1.1 150mm wide. 5. 23.1.2 200mm wide. 5. 23.1.3 250mm wide. 5. 23.2 Aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. 5. 23.2.2 200 mm wide. 5. 23.2.3 250 mm wide. 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. 5. 23.3.2 200 mm wide. 5. 23.3.3 250 mm wide. 100 5.24 Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 101 5.25 Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete.Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition 102 5.26 Extra for laying reinforced cement concrete in or under foul positions. 103 5.27 Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. 5.27.1 All works upto plinth level. 5.27.2 All works above plinth level and upto floor five level. 5.27.3 Add extra for each floor for all works above floor five level. 104 5.28 Extra for providing richer mixes of BMC design mix as per item no 5.27 upto plinth level and at all floor levels. (No extra payment for using extra cement as per requirement of mix design.) 5. 28.1 Providing M-25 grade concrete instead of M- 20 grade.(Note : minimum cement content is @ 330 kg/cum) 5. 28.2 Providing M-30 grade concrete instead of M- 25 grade.(Note : minimum cement content is @ 340 kg/cum) 5. 28.3 Providing M-35 grade concrete instead of M- 25 grade.(Note: : minimum cement content is @ 350 kg/cum) 5. 28.4 Providing M-40 grade concrete instead of M- 25 grade.(Note: minimum cement content is @ 360 kg/cum) 105 5.29 Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in M-20 –Grade Concrete (with graded stone aggregate 10mm nominal size. including provision of steel hooks for lifting and form work, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. 106 5.30 Providing and laying in position ready mixed concrete (RMC) of M-25 grade for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.Note: Minimum cement content is @ 330 kg/cum. (No extra payment for using extra cement as per requirement of mix design.) 5.30.1 All works upto plinth level. 5.30.2 All works above plinth level and upto floor V level. 5.30.3 Extra for each additional floor for all works above floor five level 107 5.31 Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) 108 5.32 Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. 5.32.1 Non pigmented wet curing compound 5.32.2 Pigmented wet curing compound. 109 5.33 Providing and fixing in position factory made precast RCC M-40 doors, windows and ventilator frames having excellent smooth finish, as per IS: 6523 with 6mm dia main reinforcement each polymer block having at least four holes for passing one or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacing to block direct vision etc. complete, as per the direction of Engineer-in-charge. The cost of hold fast and cement concrete block of 1:3: 6 (1 Cement: 3 sand: 6 Graded stone aggregate 20mm nominal size) mix is also included in the item. 5. 33.1. Frame 125 mmx 60 mm (double rebate) 5. 33.2. Frame 100mmx 60 mm (Single rebate) 5. 33.3 Frame 85mmx 60 mm (Single rebate) 110 5.34 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand). 111 5.35 Providing and fixing in position pre moulded compressible filler board made from polymer base in black color approved make conforming to the specifications having minimum density of 95 kg / cum, non- staining, with less than 1 percent water absorption and compression recovery of 93 percent minimum including cost of double sided adhesive tape, sealant etc. in expansion joints. 5. 35.1 12 mm thick 5. 35.2 25 mm thick. 5. 35.3 50 mm thick. 112 5.36 Providing and sealing the retaining wall expansion Joints with anodized aluminum extruded section of 135 mm × 3.1 mm confirm to alloy of 6063 T5/T6including fixing of an imported EPDM moisture Barrier conform to (American Society for Testing and Materials) 2240 & ASTM - G53 & 84 fixing with Epoxy adhesive confirm to ASTM C-881 complete in all respect as per manufacturer Drawing and specifications. With 5 year guarantee. 113 5.37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Non- asbestos cement bonded particle board 6 mm thick as IS: 14276 5.37.1 150mm wide 5.37.2 200mm wide 5.37.3 250mm wide 114 5.38 Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing &destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in- charge. 115 5.39 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In- Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - inCharge. (Material shall confirm to ASTM 6063). 5. 39.1 Floor Joint of 100 mm gap 5. 39.2 Floor Joint of 150 mm gap 5. 39.3 Floor Joint of 200 mm gap 116 5.40 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 5. 40.1 Wall Joint of 100 mm gap 5. 40.2 Wall Joint of 150 mm gap 5. 40.3 Wall Joint of 200 mm gap 117 5.41 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. . The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 5.41.1 Roof Joint for 100 mm gap 5.41.2 Roof Joint for 150 mm gap 5.41.3 Roof Joint for 200 mm gap 118 5.42 Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) 119 6.1 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) 120 6.2 Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process ,crushing strength not less than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i/c curing etc. complete. 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) 121 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). 122 6.4 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). 123 6.5 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). 124 6.6 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) 125 6.7 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) 126 6.8 Brick work with calcium silicate bricks machine moulded conforming to IS:4139, having 100 kg/cm2 average compressive strength in super structure above plinth level upto floor II level in : 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) 127 6.9 Brick work with extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 ) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 sand) 128 6.10 Brick work with extruded burnt fly ash clay sewer bricks (conforming to IS: 4885) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 (1 cement: 3 sand). 129 6.11 Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. 130 6.12 Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) 131 6.13 Providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) 132 6.14 Providing half brick masonry with well burnt open bhatta bricks crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) 133 6.15 Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) 134 6.16 Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. 135 6.17 Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry. 136 6.18 Honey-comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg /sqcm and water absorption not more than 15% in cement mortar 1:4 (1 cement : 4 sand). 137 6.19 Extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. Ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per approved design 138 6.20 Brick work in plain arches in superstructure including centering and shuttering complete with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 cement : 3 sand). 139 6.21 Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3 sand) including centering and shuttering complete, with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% 140 6.22 Providing half brick masonry with kiln burnt clay bricks of 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 Cement : 3 sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm wide bitumen felt type 3 grade 1. 141 6.23 Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 142 6.24 Extra for laying brick work in or under foul position. 143 6.25 Providing and laying cellular concrete blocks masonry having density ranging from 800kg/m3 in super structure above plinth level up to floor two level in cement mortar 1:4 (1 cement: 4 sand) The nominal dimensions of the concrete blocks shall be as follows in additional block shall be of half lengths of 200, 250 or 300 mm to correspond to the full lengths. The size of the blocks specified other than those specified may also be used. 144 6.26 Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM international standard including raking out joints. Vertical bands shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. 6.26.1 AAC Masonry in polymer modified mortar 145 6.27 Extra for AAC masonry work in superstructure above floor two level for each additional floor or part thereof 146 6.28 Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced roof slabs, lintels and chhajjas as per IS: 6073 -2006 grade D specifications (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2) reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. 147 6.29 Precast autoclaved aerated concrete (AAC) reinforced wall panels:- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 -1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by engineer-in- charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Cost of reinforcement inside AAC panels shall be paid separately. 148 6.30 Add extra for AAC wall panels, roof slabs, lintels and chhajjas above floor two level for each additional floor as per item no 6.29 and 6.30. 149 6.32 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 6.32.1 From ground level upto plinth level 6.32.2 Above plinth level upto floor II level 150 6.33 Brick work with modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) 6.33.1 From ground level upto plinth level 6.33.2 Above plinth level upto floor II level 151 6.34 Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor two level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 152 6.35 Extra for Gypsum panel Partitions in superstructure above floor two level for every four floors or part thereof. 153 7.1 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 sand) 154 7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor two level, including leveling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1cement: 6 sand). 155 7.3 Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof 156 7.4 Extra for random rubble masonry with hard stone in : 7.4.1 Square or rectangular pillars 7.4.2 Circular pillars. 157 7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. 158 7.6 Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth. 7.6.1 Cement mortar 1:6 (1 cement : 6 sand) 7.6.2 Cement mortar 1:6 (1 cement : 6 sand) 159 7.7 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level. 7.7.1 Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) 7.7.2 Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) 160 7.8 Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above floor two level for every floors or part thereof 161 7.9 Extra for coursed rubble masonry with hard stone (first or second sort) in : 7.9.1 Square or rectangular pillars 7.9.2 Circular pillars. 7.9.3 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. 162 7.10 Stone work in plain ashlar masonry in super structure upto floor two level in cement mortar 1:6 (1 cement : 6 sand) including pointing with cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the sand stone shade : 7.10.1 One face dressed. 7.10.1.1 Red sand stone 7.10.1.2 White sand stone 7.10.2 Both face dressed. 7.10.2.1 Red sand stone. 7.11.2.2 White sand stone 163 7.11 Stone work plain ashlar masonry in arches in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.11.1 One face dressed. 7.11.1.1 Red sand stone 7.11.1.2 White sand stone 7.11.2 Both face dressed. 7.11.2.1 Red sand stone. 7.11.2.2 White sand stone 164 7.12 Stone work plain ashlar masonry in domes, in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.12.1 One face dressed 7.12.1.1 Red sand stone 7.12.1.2 White sand stone 7.12.2 Both face dressed. 7.12.2.1 Red sand stone. 7.12.2.2 White sand stone. 165 7.13 Stone work ashlar masonry punched (ordinary) in superstructure above plinth level and upto floor two level in cement mortar 1:6 (1 white cement: 6 sand) including pointing with cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.13.1 Red sand stone one face punched. 7.13.2 Red sand stone both face punched 7.13.3 White sand stone one face punched. 7.13.4 White sand stone double face punched 166 7.14 Extra for stone work, plain ashlar or ashlar punched above floor two level for every floor or part thereof. 167 7.15 Extra for plain ashlar or ashlar punched in : 7.15.1 Square or rectangular pillars 168 7.16 Extra for stone work; plain ashlar or ashlar punched in curved on plan with a mean radius not exceeding 6 m. 169 7.17 Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. And removal (area of soffit to be measured). 170 7.18 Stone work sunk or moulded or sunk and moulded upto floor Two level in cement mortar 1:6 (1cement : 6 sand) including pointing with white cement mortar 1:2 (1 white : 2 marble dust) with an admixture of pigment matching the stone shade : 7.18.1 Red sand stone 7.18.2 White sand stone 171 7.19 Extra for stone work sunk or moulded or sunk and moulded or carved in : 7.19.1 Triangular or Square or rectangular pillars 7.19.2 Circular or polygonal pillars 172 7.20 Extra for stone work sunk or moulded in cornices. 173 7.21 Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 meter height backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of clamps which shall be paid for separately): 7.21.1 Red sand stone - exposed face fine dressed with rough backing. 7.21.1.1 70 mm thick. 7.21.1.2 60 mm thick. 7.21.1.3 50 mm thick 7.21.1.4 40 mm thick. 7.21.1.5 30 mm thick. 7.21.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.2.1 70 mm thick. 7.21.2.2 60 mm thick. 7.21.2.3 50 mm thick 7.21.2.4 40 mm thick. 7.21.2.5 30 mm thick. 7.21.3 White sand stone - exposed face fine dressed with rough backing. 7.21.3.1 70 mm thick. 7.21.3.2 60 mm thick. 7.21.3.3 50 mm thick 7.21.3.4 40 mm thick. 7.21.3.5 30 mm thick. 7.21.4 White sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.4.1 70 mm thick. 7.21.4.2 60 mm thick. 7.21.4.3 50 mm thick 7.21.4.4 40 mm thick. 7.21.4.5 30 mm thick. 174 7.22 Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m. 175 7.23 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement :2 sand) including making the necessary chases in stone and holes in walls wherever required. 176 7.24 Providing and fixing stone dowels of size 10x5x2.5cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases 177 7.25 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases. 178 7.26 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 sand) including pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the stone shade: 7.26.1 Red sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 7.26.2 White sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 179 7.27 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade: 7.27.1 Red sand stone 7.27.2 White sand stone 180 7.28 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement: 4 sand) including finishing complete. 181 7.29 Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. 182 7.30 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.30.1 Red sand stone 7.30.2 White sand stone 183 7.31 Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1cement :3 sand) including pointing in white cement mortar 1:2 (1white cement: 2stone dust) with an admixture of pigment , matching the stone shade, jali slab without any chamfers etc. 7.31.1 Red sand stone 7.31.2 White sand stone 184 7.32 Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 185 7.33 Extra for laying stone work in or under foul position. 186 7.34 Wall lining butch work upto 10m height with red/ white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in- charge. 187 7.35 Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3 sand) and jointed with Cement mortar 1:2 (1 cement : 2 marble dust) including rubbing and polishing complete. (To be secured to the backing by means of cramps which shall be paid for separately) 7.35.1 25mm thick Kota stone slabs exposed face dressed and rubbed. 7.35.2 25mm thick Dholpur stone slabs exposed face dressed and rubbed. 7.35.3 20 to 25mm thick kota stone slabs exposed slab not dressed and rubbed. 7.35.4 20 to 25mm thick Dholpur stone/shivpuri stone not dressed and rubbed. 188 7.36 Stone tile work with 8mm thick mirror polished and machine cut edge for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand), including pointing in white cement with an admixture of pigment to match the stone shade. 7.36.1 Granite stone of any colour and shade 7.36.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble 189 7.37 Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 190 7.38 Providing and fixing dry stone cladding upto 10 metre height with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and/ or with the help of cramps, pins etc. And sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins. shall be paid for separately.) 7.38.1 Red sand stone. 7.38.2 White sand stone 191 7.39 Providing and fixing structural steel frame (for dry stone cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/rectangular tube in the required pattern as per architectural drawing including including drilling necessary steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution).The frame work shall be fixed in true horizontal and vertical lines/ planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel clamps shall be paid for separately and nothing extra shall be paid.) 192 7.40 Providing and fixing adjustable stainless steel clamps of approved quality and of required shape and size adjustable with stainless steel nuts bolts and washer (total weight not less than 260 gms) for dry stone cladding fixed on frame 193 8.1 Providing and supplying aluminium extruded tubular and other aluminium sections frame work as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coated of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). 194 8.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of aluminium structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels.. (A) Structural analysis anddesign and preparation of shopdrawings for the specified designloads conforming to IS 875 partIII (the system must passed theproof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sectionsBfor fixing glazing panels of various thicknesses, aluminum cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage andprotection against fire hazard including (B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminum alloy of 6005 T5 brackets of required sizes, sections and profiles etc. toaccommodate 3 Dimentional movement for achieving perfect verticality and fixing structuralglazing system rigidly to the RCC/ masonry/structural steel framework of building structureusing stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contactswith nuts and washers etc. of stainless steel grade 316, of the required capacity and in requirednumbers.(C) Providing and filling, two part pump filled, structural silicone sealant and one partweather silicone sealant compatible with the structural silicone sealant of required bitesize in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(D) Providing and fixing in position flashings of solid aluminum sheet 1 mm thick andof sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight(E) Making provision for drainage of moisture/ water that enters the curtain glazing systemto make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary 195 8.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.8.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. 196 8.4 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 197 8.5 Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick having density 48 kg/m3, conforming to IS: 8183 and BS: 3958 Part 5.The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. 198 8.6 Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., included in cost of relevent Item). (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 199 8.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel (ACP) Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 8.7.1 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick) 8.7.2 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 8.7.3 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 200 8.8 Design, supply and installation of suspended Spider Glazing system designed to withstand the wind pressure as pr IS 875 (Part- III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider and other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete.For the purpose of payment actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured., 201 8.9 Providing and fixing aluminium magnesium alloy (FACADE) wall cladding system consisting of panels 200mm wide x 17mm deep x 0.5mm thick of maximum length of 6.0 mtr. coil coated on a continuous paint line double baked and roll formed from centre to centre at a distance of maximum 1.20 mtr. The stringer shall be fixed to a suitable rigid structure. All panels shall be achromatised for maximum bond between metal and paint, enamelled twice under high temperature one side with full primer and the other side (inner side) with a primer coat on a continuous paint line, and fixed as per the direction of the Engineer-in-Charge. 202 8.10 Providing and fixing Aluminium Magnesium alloy Plain Panel Sun Louvres of approved colour consisting of panel 84 mm wide x 16mm deep x 0.6mm thick with round edges panel length upto 6 mtrs coil coated on a continuos paint line double baked between metal and paint, enamelled twice under high temperature one side with full primer and finish, the other side (inner side) with a primer coat and Skin Coat on a Continuos Paint Line.Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. upto two decimal places. 203 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). 9.1.1 Second class teak wood 9.1.2 Sal wood 9.1.3 Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.) 9.1.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.1.4.1 Frame of size 100mmX60mm single or double rebate 9.1.4.2 Frame of size 120mmX60mm double rebate. 205 9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001(Part-B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately). 206 9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position ( with necessary stainless steel screw) 9.3.1 Sal wood 9.3.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.3.3 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 207 9.4 Extra for additional labour wood work in circular shape, such as in frames of fan light : 9.4.1 Second class teak wood 9.4.2 Sal wood 9.4.3 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.4.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 208 9.5 Providing and fixing panelled or panelled and glazed 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/glazing which will be paid for separately, all complete as per direction of Engineer-in-charge. 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters 9.5.1.2 30 mm thick shutters 9.5.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.5.2.1 35 mm thick shutters 9.5.2.2 30 mm thick shutters 9.5.3 Kiln seasoned selected planks of sheesham wood. 9.5.3.1 35 mm thick shutters 9.5.3.2 30 mm thick shutters 9.5.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 9.5.4.1 35 mm thick 9.5.4.2 30 mm thick 209 9.6 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: 9.6.1 Second class teak wood 9.6.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.6.3 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. 9.6.4 Ply wood 5 ply, 9 mm thick : 9.6.4.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type 9.6.5 Ply wood 7 ply, 9 mm thick : 9.6.5.1 Decorative plywood both side decorative veneer (Type- I) conforming to IS 1328 BWR type. 9.6.5.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type-1) conforming to IS 1328 BWR Type 9.6.6 Particle Board 12 mm thick 9.6.6.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. 9.6.6.2 Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. 9.6.6.3 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. 9.6.6.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. 9.6.6.5 Coir Veneer Board (conforming to IS 14842) 12 mm thick 9.6.7 Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm) 9.6.7.2 5 mm thick glass pane (weight not less than 12.5 kg/sqm) 9.6.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading 9.6.8.1 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum 9.6.8.2 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum 210 9.7 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer-in- charge and panelling with panels of: 9.7.1 12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 : 9.7.2 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked: 9.7.3 12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked: 211 9.8 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 9.8.1 Second class teak wood 9.8.1.1 35 mm thick 9.8.1.2 30 mm thick 9.8.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.8.2.1 35 mm thick 9.8.2.2 30 mm thick 9.8.3 Kiln seasoned selected planks of sheesham wood. 9.8.3.1 35 mm thick 9.8.3.2 30 mm thick 9.8.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood 9. 8.4.1 30 mm thick shutters 9. 8.4.2 35 mm thick shutters 212 9.9 Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B) , using 4mm thick float glass panes for doors, windows and clerestory windows including ISI marked fixing with M.S. pressed butt hinges bright finished of required size with necessary screws as per directions of Engineer-in- charge. 30 mm thick shutters. 213 9.10 Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) 9.10.1 5 mm thick instead of 4 mm thick. 9.10.2 10 to 12 mm float glass 9.10.3 5.5 mm safety glass 9.10.4 10-12mm safety glass 214 9.11 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 215 9.12 Deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory windows, shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). 216 9.13 Extra for S.S, hinges providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). 217 9.14 Deduct for not providing hinges in doors, windows or clerestory window shutters with : 9.14.1 Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. 9.14.2 ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. 218 9.15 Providing and fixing 25 mm thick Second class teak wood shutters using 4mm float glass for cup board etc. : 9.15.1 Panelled or panelled and glazed shutters : 9.15.1.1 Using ISI marked anodised aluminium butt hinges with necessary screws. 9.15.1.2 Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 9.15.2 Glazed shutters : 9.15.2.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. 9.15.2. 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 219 9.16 Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : 9.16.1 12 mm thick 9.16.2 18 mm thick 220 9.17 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 9.17.1 18 mm thick 9.17.2 25 mm thick 221 9.18 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter. 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. 222 9.19 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 223 9.20 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. 224 9.21 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 225 9.22 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : 9.22.1 Rectangular or square. 9.22.2 Circular. 226 9.23 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). 227 9.24 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 228 9.25 Providing and fixing wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 9.25.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.1.1 Second class teak wood. 9.25.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.1.3 Kiln seasoned selected class of sheesham wood. 9.25.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.2.1 Second class teak wood. 9.25.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.2.3 Kiln seasoned selected class of sheesham wood. 9.25.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.3.1 Second class teak wood. 9.25.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.3.3 Kiln seasoned selected class of sheesham wood. 9.25.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.4.1 Second class teak wood. 9.25.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.4.3 Kiln seasoned selected class of sheesham wood. 229 9.26 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568 for doors, windows and clerestory windows including ISI marked M.S. pressed fixing with butt hinges bright finished of required size with necessary screws as per directions of Engineer-in-charge: 9.26.1 35 mm thick shutters 9.26.2 30 mm thick shutters 230 9.27 Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc. 231 9.28 Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 9.28.1 25 mm long 9.28.2 32 mm long 9.28.3 40 mm long 9.28.4 50 mm long 9.28.5 60 mm long 232 9.29 Providing and fixing 2nd class teak wood plain lining tongued and grooved including wooden plugs complete with necessary screws and priming coat on unexposed surface. 9.29.1 40 mm thick. 9.29.2 25 mm thick. 9.29.3 20 mm thick 9.29.4 12 mm thick 233 9.30 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre- laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 9.30.1 12 mm thick 9.30.2 18 mm thick 9.30.3 25 mm thick 234 9.31 Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 235 9.32 Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: Decorative veneer facings of approved manufacture. 236 9.33 Providing and fixing 4mm thick coir veneer board, ISI marked IS: 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 237 9.34 Providing and fixing skirting of Pre- laminated with (one side decorative and other side balancing lamination) flat pressed, 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 9.34.1 18 mm thick 9.34.2 25 mm thick 238 9.35 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 9.35.1 2nd class teak wood 9.35.1.1 50x12 mm 9.35.1.2 50 x 20 mm 9.35.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.35.2.1 50x12 mm 9.35.2.2 50x20 mm 239 9.36 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with : Second class teak wood. 240 9.37 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked,, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 241 9.38 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS: 14842, including top cover of 6 mm coir veneer board, nickle plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 242 9.39 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick 150mm wide. 9.39.1 Non decorative veneer on both sides. 9.39.2 Particle board with decorative veneering on both sides. 243 9.40 Providing and fixing teak wood lipping of size 25x3 mm in pelmet. 244 9.41 Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 9.41.1 12 mm dia. 9.41.2 20 mm dia. 9.41.3 25 mm dia. 245 9.42 Providing and fixing nickel plated curtain rods M.S. pipe with nickel plated brackets : 9.42.1 20 mm dia (heavy type) 9.42.2 25 mm dia (heavy type) 246 9.43 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. 9.43.1 Fixed to steel windows by welding. 9.43.2 Fixed to openings /wooden frames with rawl plugs screws etc. 247 9.44 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. 248 9.45 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 249 9.46 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete. 9.46.1 With 2nd class teak wood beading 62x19 mm. 9.46.2 With 12 mm mild steel U beading. 250 9.47 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick. 251 9.48 Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) 252 9.49 Providing wooden beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with : 9.49.1 Sal wood. 9.49.2 Haldu, Kail, Bija wood. 253 9.50 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.50.1 125x65x2.12 mm 9.50.2 100x58x1.90 mm 9.50.3 75x47x1.70 mm 9.50.4 50x37x1.50 mm 254 9.51 Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete : 9.51.1 125x90x4.00 mm 9.51.2 100x75x3.50 mm 9.51.3 75x60x3.10 mm 9.51.4 50x40x2.50 mm 255 9.52 Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 9.52.1 125x65x2.12 mm 9.52.2 100x58x1.90 mm 9.52.3 75x47x1.70 mm 9.52.4 50x37x1.50 mm 256 9.53 Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete : 9.53.1 150x125x27x2.80 mm 9.53.2 125x125x27x2.80 mm 9.53.3 100x125x27x2.80 mm 9.53.4 75x100x20x2.24 mm 257 9.54 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 9.54.1 150 mm 9.54.2 125 mm 9.54.3 100 mm 258 9.55 Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 9.55.1 150 mm 9.55.2 125 mm 9.55.3 100 mm 259 9.56 Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel plating and fixing with necessary screws etc., complete. 9.56.1 Overall width 35 mm. 9.56.2 Overall width 50 mm. 9.56.3 Overall width 65 mm. 260 9.57 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 9.57.1 300x16 mm 9.57.2 250x16 mm 261 9.58 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.58.1 250x10 mm 9.58.2 200x10 mm 9.58.3 150x10 mm 9.58.4 100x10 mm 262 9.59 Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS: 7534 with necessary screws bolts, nut and washers etc. complete 263 9.60 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 9.60.1 300x20x6 mm 9.60.2 250x20x6 mm 264 9.61 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.61.1 125 mm 9.61.2 100 mm 9.61.3 75 mm 265 9.62 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 9.62.1 150 mm 9.62.2 115 mm 9.62.3 90 mm 266 9.63 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 9.63.1 300 mm weighing not less than 200 gms. 9.63.2 250 mm weighing not less than 150 gms. 9.63.3 200 mm weighing not less than 120 gms. 267 9.64 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors. (Weighing not less than 450 gms.) 268 9.65 Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 9.65.1 300x16 mm 9.65.2 250x16 mm 269 9.66 Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.66.1 250x10 mm 9.66.2 200x10 mm 9.66.3 150x10 mm 9.66.4 100x10 mm 270 9.67 Providing and fixing ISI marked 85x42mm stainless steel pull bolt lock with necessary screws bolts, nut and washers etc. complete. 271 9.68 Providing and fixing ISI marked stainless steel door latches with screws etc. complete : 9.68.1 300x20x6 mm 9.68.2 250x20x6 mm 272 9.69 Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : 9.69.1 125 mm 9.69.2 100 mm 9.69.3 75 mm 273 9.70 Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete : 9.70.1 150 mm 9.70.2 115 mm 9.70.3 90 mm 274 9.71 Providing and fixing stainless steel casement stays (straight peg type) conforming to IS specification with necessary screws etc. complete. 9.71.1 300 mm weighing not less than 200 gms. 9.71.2 250 mm weighing not less than 150 gms. 9.71.3 200 mm weighing not less than 120 gms. 275 9.72 Providing and fixing stainless steel safety chain with necessary fixtures for doors. Conforming to IS specification (Weighing not less than 450 gms.) 276 9.73 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 9.73.1 125x64x1.90 mm 9.73.2 100X58X1.90 mm 9.73.3 75x47x1.80 mm 9.73.4 50x37x1.50 mm 277 9.74 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 9.74.1 125x64x2.50 mm 9.74.2 100x60x2.50 mm 9.74.3 75x50x2.50 mm 278 9.75 Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality) 279 9.76 Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete. 280 9.77 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.77.1 125x85x5.5 mm (heavy type) 9.77.2 125x70x4 mm (ordinary type) 9.77.3 100x85x5.5 mm (heavy type) 9.77.4 100x70x4 mm (ordinary type) 9.77.5 75x65x4 mm (heavy type) 9.77.6 75x40x2.5 mm (ordinary type) 9.77.7 50x40x2.5 mm (ordinary type) 281 9.78 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.78.1 150x125x27x5 mm 9.78.2 125x125x27x5 mm 9.78.3 100x125x27x5 mm 9.78.4 75x100x20x3.2 mm 282 9.79 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.79.1 400x10 mm 9.79.2 250x10 mm 9.79.3 200x10 mm 9.79.4 150x10 mm 9.79.5 100x10 mm 283 9.80 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 9.80.1 300x16x5 mm 9.80.2 250x16x5 mm 284 9.81 Providing and fixing bright finished brass handles with necessary screws etc. complete. 9.81.1 125 mm 9.81.2 100 mm 9.81.3 75 mm 285 9.82 Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. 9.82.1 300x16mm 9.82.2 250x16mm 286 9.83 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 287 9.84 Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). 288 9.85 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 289 9.86 Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality). 290 9.87 Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) : 9.87.1 40 mm 9.87.2 50 mm 9.87.3 65 mm 9.87.4 75 mm 291 9.88 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality) 292 9.89 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 293 9.90 Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. 294 9.91 Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 9.91.1 300 mm weighing not less than 330 gms 9.91.2 250 mm weighing not less than 280 gms 9.91.3 200 mm weighing not less than 240 gms 295 9.92 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete: 9.92.1 150 mm 9.92.2 115 mm 9.92.3 90 mm 296 9.93 Providing and fixing Cromium plated brass hanging type floor door stopper with necessary screws, etc. complete. 297 9.94 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm) with necessary accessories and screws etc. complete. 298 9.95 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. 299 9.96 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 300 9.97 Providing and fixing chromium plated brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 301 9.98 Providing and fixing chromium plated brass night latch including necessary screws etc. complete (Best make of approved quality). 302 9.99 Providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete (Best make of approved quality) of : 9.99.1 Size 40 mm 9.99.2 Size 50 mm 9.99.3 Size 65 mm 9.99.4 Size 75 mm 303 9.100 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. 304 9.101 Providing and fixing chromium plated brass sliding door bolts ISI marked with nuts and screws etc complete. 9.101.1 300x16mm 9.101.2 250x16mm 305 9.102 Providing and fixing chromium plated brass tower bolts ISI marked with nuts and screws etc complete. 9.102.1 400X10mm 9.102.2 300x10mm 9.102.3 250x10mm 9.102.4 200x10 mm 9.102.5 150x10 mm 9.102.6 100x10 mm 306 9.103 Providing and fixing chromium plated brass door latch ISI marked with necessary screws etc complete. 9.103.1 300x16x5mm 9.103.2 250x16x5mm 307 9.104 Providing and fixing chromium plated brass night latch ISI marked with necessary screws etc complete. 308 9.105 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 9.105.1 125 mm 9.105.2 100 mm 9.105.3 75 mm 309 9.106 Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. 310 9.107 Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 9.107.1 300 mm weighing not less than 330 gms 9.107.2 250 mm weighing not less than 280 gms 9.107.3 200 mm weighing not less than 240 gms 311 9.108 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: Note:- Aluminum hinges shall not be used in wooden shutters. 9.108.1 125x75x4 mm 9.108.2 125x63x4 mm 9.108.3 100x75x4 mm 9.108.4 100x63x4 mm 9.108.5 100x63x3.2 mm 9.108.6 75x63x4 mm 9.108.7 75x63x3.2 mm 9.108.8 75x45x3.2 mm 312 9.109 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: 9.109.1 300x16 mm 9.109.2 250x16 mm 313 9.110 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: 9.110.1 400X10mm 9.110.2 300x10 mm 9.110.3 250x10 mm 9.110.4 200x10 mm 9.110.5 150x10 mm 9.110.6 100x10 mm 314 9.111 Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. 315 9.112 Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm 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. 316 9.113 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: 9.113.1 125 mm 9.113.2 100 mm 9.113.3 75 mm 317 9.114 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.114.1 Single rubber stopper 9.114.2 Twin rubber stopper 318 9.115 Providing and fixing aluminium casement window stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 319 9.116 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 9.117 Providing and fixing aluminum U beading of required size to Pre-laminated /flush door shutter including fixing etc. complete as per direction of Engineer-in-charge. 321 9.118 Providing and fixing PTMT handles with necessary screws etc. complete. 9.118.1 125x34x24 mm weighing not less than 23 gms. 9.118.2 150x34x24 mm weighing not less than 26 gms. 322 9.119 Providing and fixing PTMT Butt hinges with necessary screws etc. complete. 9.119.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms. 9.119.2 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms. 323 9.120 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 9.120.1 152x42x18 mm weighing not less than 60 gms. 9.120.2 202x42x18 mm weighing not less than 78 gms. 324 9.121 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 325 9.122 Providing and fixing PTMT hanging type floor door stoper with necessary screws etc complete. 326 9.123 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: 9.123.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.1.1 Second class teak wood. 9.123.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.1.3 Kiln seasoned selected class of sheesham wood. 9.123.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.2.1 Second class teak wood. 9.123.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.2.3 Kiln seasoned selected class of sheesham wood. 9.123.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.3.1 Second class teak wood. 9.123.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.3.3 Kiln seasoned selected class of sheesham wood. 9.123.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.4.1 Second class teak wood. 9.123.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.4.3 Kiln seasoned selected class of sheesham wood. 327 9.124 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 9.124.1 With 2nd class teak wood beading 62x19 mm. 9.124.2 With 12 mm mild steel U beading. 328 9.125 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Haldu, Kail, Bija wood in scantling of section 50x25mm fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. 329 9.126 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). 330 9.127 Providing and fixing 2nd class teak wood lipping/ moulded beading or Taj beading of size 18x5mm fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-laminated particle board as per direction of Engineer- in-charge. 331 9.128 Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 332 9.129 Providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete (Best make of approved quality). 9.129.1 Triple strip vertical type. 9.129.2 Double strip (horizontal type). 333 9.130 Providing and fixing magic eye in door shutters including fixing. Complete (Best make of approved quality). 334 9.131 Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 9.131.1 300mm long 9.131.2 450mm long 9.131.3 500mm long 335 9.132 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by P/F stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) 336 9.133 Providing and fixing 12mm thick 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 25mm to 40mm thick. 9.133.1 Marine plywood conforming to IS: 710 9.133.2 Fire retardant plywood conforming to IS: 5509. 337 9.134 Providing and Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 9.134.1 1.5 mm thick. 9.134.2 1.0 mm thick. 338 9.135 Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing lamination including IInd class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the Engineer-in-Charge. 339 9.136 Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in- Charge. 9.136.1 With decorative veneering on one side and commercial veneering on other side. 9.136.2 With non decorative veneering on both sides. 340 9.137 Providing and fixing factory made shutters of 25 mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium U type edge beading all- round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of U beading and hinges will be paid for separately). 341 9.138 Providing and fixing in wall lining MDF board medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 9.138.1 12 mm thick. 9.138.2 18 mm thick. 9.138.3 25 mm thick. 342 9.139 Providing and fixing 25mm thick pre- laminated medium density fibre board exterior grade(Grade-I) IS:14587:1998 marked one side decorative to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete 343 9.140 Providing and fixing skirting with Pre- laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete. 9.140.1 18 mm thick 9.140.2 25 mm thick 344 9.141 Providing and fixing partition upto ceiling height consisting of G.I. frame and required board including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corner (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufactures specification and direction of engineer in charge all complete. 9.141.1 75mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum (GRG) plaster board conforming to IS: 2095: part 3 1996 Board with BIS certification marks. 9.141.2 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum plaster board conforming to IS:2095: part I 1996 Board with BIS certification marks. 9.141.3 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq.cm, Bending Strength 100 kg./sq.cm. 9.141.4 66mm overall thickness partition using 8mm thick double skin non- asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process (High pressure steam cured) as per IS: 14862 with suitable fibre cement screw. 9.141.5 68mm overall thickness partition using 9mm thick Heavy Duty Fibre Cement Board double skin non asbestos, reinforced with cellulose fibre,manufactured through autoclaving proces(High presssure steam cured)Type A, Category 4 conforming to IS 14862:2000. (for wet areas) 9.141.6 70 mm overall thickness Partition using 10mm thick double skin non-asbestost multipurpose termite, fire & moisure resistance (acoustic 30db) cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 345 9.142 Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the W profile (0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55 mm, placed @ 610mm C/C with fully threaded self- tapping dry wall screws. Board is fixed to the W profile with 25 mm countersunk ribbed head screws @ 200mm C/C., all complete as per the drawing and directions of engineer-in-charge the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 9.142.1 10 mm thick tapered edge calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fibre manufactured through autoclaving process to give stable crystalline structure, with compressive strength 225 kg/sq.cm, Bending strength 100 kg/sq.cm. 9.142.2 12 mm thick Gypsum board conforming to IS: 2095 Part-I. 9.142.3 8 mm thick non-asbestost multipurpose termite, fire & moisure resistance cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 9.142.4 8mm Both side Factory Prelamianted cement bonded particle board as per IS: 15786. 9.142.5 9mm thick non asbestos,heavy duty fibre cement board reinforced with cellulose fibre manufactured through autoclaving process(High pressure steam cured) Type A,Category 4, conforming to IS 14862. 346 9.143 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically and horizontally ) including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer- in-charge. 347 9.144 Providing and fixing panelling or paneling 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 rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 348 9.145 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately). 9.145.1 Board 12 mm thick 9.145.2 Board 18 mm thick 349 9.146 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 9.146.1 18 mm thick 9.146.2 25 mm thick 350 9.147 Providing and Installation of acoustical wall panelling fabric finish hardened square edge, FR grade fabric (colour as approved by Egnineer in charge) wrapped soft fibre core (glass fibre) panel having metal framing, of size 600x2100x25mm having density 100-120Kgs/ m3, weight 3.0kg/m2 NRC up to 0.9 installed by using impaling clip. Impaling clips are attached directly to the wall/frame work with the points extending outward. Then panels shall positioned and pressed into place. 351 9.148 Providing and installation of acoustical wall panelling wood finish Slats made out of HDF board , Melamine / veneer laminated finish, perforated wooden grooved slats (2mm grooves @ 8mm centers) / (2mm Slats @16mm pitch) / (2mm grooves @ 32mm centers) / (2mm grooves @ 64mm centers), Aluminium core cross channel having thickness 0.5mm, length 2400mm, web 15mm and 27mm, depth 18mm and flanges of 7mm with suitable edge and centre brackets is then fixed perpendicular to the cross channel with the help of fasteners at every 400mm centers. Contractor to Provide expansion joints of 3mm at every 5mts bothways. 352 9.149 Providing and installation of paintble acoustic wall panelling consisting of strand kerfed edge paint finished as approved by Engineer in charge. magnesite bonded wood fiber panels of size 600x2400x20mm having density 400kg/m3, weight 8- 20kg/m2 which is fixed to GI strut system. fastened to wall positioned horizontally in a regular manner at 600mm centers. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channel at 600mm centers. The Kerfed edge panels shall be then inserted into the H-spline against wall to perfect fit. 9.149.1 Wt. 8.20 kg/m2 9.149.2 Wt. 4.2 kg/m2 353 9.150 Providing and fixing plain lining with necessary screws/nuts and bolts/ nails including a coat of approved primer on one face and fixed on wooden /steel frame work complete as per direction of Engineer-incharge. (Frame work shall be paid forseparately) 9.150.1 12mm thick commercial ply conforming to IS: 1328 BWR type. 9.150.2 18mm thick commercial ply conforming to IS: 1328 BWR type. 354 9.151 Providing and Installation of acoustic wall panelling consisting of Soak Coard of selected colours as approved by Engineer in charge. Kerf edge Fabric wrapped wood fiber panels of size 600x2400x20mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI strut system. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channels at 600mm centers. Kerfed edge Fabric wrapped panels shall be then inserted into the H-spline against wall to perfect fit. 355 9.152 Providing and Installation of acoustic wall panelling consisting of Soak Cord of selected colours as approved by Engineer in charge, square edge Fabric wrapped wood fiber panels of size 600x1200x10mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI struts,Z bars. GI Z bars having 40mm height, thickness 1.2mm is first fixed behind the panels by identifying resin spots by using suitable fasteners.Clean exposed surfaces of wall and ensure walls are in plumb line before installing on wall (provide necessary packing shims if required). Soak cord square edge panels shall be slided into the Z bars fixed on wall. 356 9.153 Providing and installation of acoustic wall panelling consisting of Stretch NRC by using FR Grade NRC fabric of size 1700mm width, shall be stretched by using wooden base 10mm thick, rigid vinyl Stretch Tracks half wrap/ full wrap 25mm and Midseam 300mm centers. The fabric is stuck on the Align Tape (by removing the protective cover) at the same time as being stretched and tucked into the Stretch tracks and secure into the locking jaws so that it will be smooth, free of wrinkles with the tucking tools. Note -minimum 50mm additional fabric is required for tucking hence maximum module width would be 1600mm. 357 9.154 Providing and Installation of wall panelling consisting of Square edge Magnesia core panels of size 1100x2400x8mmmm having density 1000kgs/m3, weight 8kg/m2 installed by using GI Strut system. The GI struct system includes Cross channel having thickness 0.45mm, length 3600mm, knurled web 40, depth 10mm and equal flanges of 15mm is fastened to wall positioned horizontally in a regular manner at 600mm c/c. The panels to be fixed on the cross channel with suitable fasteners. 358 9.155 Supplying and installation of magnesia block 66 mm thick drywall partition including Framework includes Floor/ Head GI channels having thickness 0.5mm, length 3600mm, equal flanges of 32mm and web of 50mm fixed to floor and ceiling with suitable fasteners at 300mm centers staggered. Second layer of magenesia oxide block 8mm thick should be fixed other side of the frame work similar fashion as the first layer. 3mm gap should be maintained between boards.3 mm gap shall be filled with jointing compound. Magnesia oxide block shall have following physical charecterstics. 9.155.1 Using 8mm thick magnesia block 9.155.2 Using10mm thick magnesia block 9.155.3 Using12mm thick magnesia block 9.155.4 Using12mm thick magnesia block 359 9.156 Add extra for providing and fixing Thermal insulation by providing 50mm thick synth PF having dencity 1000 GSM within the cavity held in position by using chicken wire mesh/ cross bracing/ pasting to the wall. 360 9.157 Providing and laying Gypsum panel partitions 100mm thick with water proof Gypsum panels of size 666x500x100mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturers specifications in superstructure above plinth level up to floor II level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2. 361 9.158 Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frame reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: 9.158.1 Extruded section Profile size 48x40 mm. 9.158.2 Extruded section Profile size 42x50 mm. 362 9.159 Providing and fixing Panelled UPVC door shutter to existing door frames. 24 mm thick factory made UPVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 363 9.160 Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. 364 9.161 Providing and fixing 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25mmx11mm. Door shutter shall be reinforced with special polymeric reinforcements as per required specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. 365 9.162 Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100mmx37mm with wall thickness 2mm (±0.2mm), 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 100mmx37mm, wall thickness 2mm (+0.2mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100mmx20 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. 366 9.163 Providing and Fixing, factory made, PVC door frame made of PVC extruded sections of size 75mmx53 mm, having wall thickness 2.0mm (±0.2mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28mm x 30mm x2mm thickness (± 0.2 mm) and 75mmx200 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 125mm long stainless steel hinges to frame, fixing the frame with jamb with required nos. and sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineer-in-charge. 367 9.164 Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115mm x 37mm with wall thickness , panels of 100 x 20 mm printed and laminated and inserting 2 nos. 6 mm dia. bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-Charge. 368 9.165 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in- Charge. 369 9.166 Providing and fixing factory made 30 mm thick PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm 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. Manufacturer’s specification and drawing. 9.166.1 Plain PVC door shutters. 9.166.2 Pre laminated PVC door shutters. 370 9.167 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width and 32 mm thickness, frame will be mitred and Jointed with self driven self tapping screws of size 38 mm x 4 mm and PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer’s specification and direction of Engineer-in-charge. 371 9.168 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles and rails shall be of size 75 mmx30 mm having wall thickness 5 mm. The styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: 9.168.1 Non decorative finish. 9.168.2 Decorative finish (both side wood grained finish). 372 9.169 Providing and fixing factory made single extruded WPC(Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat comprising of virgin polymer of K value 58-60 of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S. hold fast/lugs/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/lugs or S.S. dash fasteners shall be paid separately) 9.169.1 Single rebate (75 mm X 50 mm) 9.169.2 Single rebate (100 mm X50 mm) 9.169.3 Single or double rebate (125 mm X 65 mm) 373 9.170 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.2 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.3 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.4 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter 374 9.171 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). 9.171.1 30 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 9.171.2 35 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 375 9.172 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white colour and other side of board laminated with PVC foil of minimum 14 micron thickness of approved design pasted with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) 9.172.1 18 mm thick 9.172.2 25 mm thick 376 9.173 Providing and fixing factory made single extruded WPC (Wood polymer composite solid plain white color board for backing of cupboards and bathrooms/ kitchen cabinets etc. of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of Engineer-in-Charge. (Note: stainless steel screws shall be paid separately) 9.173.1 6 mm thick 9.173.2 12 mm thick 377 9.174 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. 378 9.175 Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5 mm (±0.2 mm) made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC bracket of size 40x20mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. 379 9.176 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5mm (±0.2mm) thick, having styles and rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x11 mm, including providing 5mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturers specification and direction of Engineer-in- charge. 9.176.1 Non decorative finish (matt finish). 9.176.2 Decorative finish (wood grained finish). 380 9.177 Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. 381 9.178 Providing and fixing Fibre Glass Reinforced plastic (FRP) Door Frames of cross-section 90mm x 45mm having single rebate of 32mmx15mm to receive shutter of 30mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibreglass from all sides. MS stat shall be provided 382 9.179 Providing and fixing to existing door frames. 30 mm thick glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels conforming to IS: 14856 including fixing to frames. 383 9.180 Providing and fixing door frame FRP 30mm thick fiberglass reinforced Plastic (F.R.P.) flush door shutter in different plain and wood inish made with fire retardant grade unsaturated polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 384 9.181 Providing and fixing factory made Fibreglass Reinforced plastics (F.R.P.) chajja 4mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746 duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather and sunlight. 385 9.182 Providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in- charge (Dash fastener to be paid for separately). 386 9.183 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). 387 9.184 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc., with G.I. beading of appropriate size made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc. complete all as per direction of Engineer- in-charge. With clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance. 388 9.185 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch and Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. 389 9.186 Providing and Fixing factory made UPVC door frame made of UPVC exturded sections, of size 65 mmx55 mm with wall thickness 2.0 mm (±0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mmx30 mm having wall thickness 2 mm (±0.2mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturers specification and direction of Engineer-in-charge. 390 9.187 Providing and Fixing, UPVC factory made, white colour casement/sliding window and door made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mmx100 mm long fasteners, all complete as per direction of Engineer-in-charge. (Glazing, hardware hinges and fitting etc. to be paid separately.) 9.187.1 Casement Window (Outward/Inward opening) with hinge System. 9.187.1.1 Frame (50 mm x 50mm) 9.187.1.2 Sash (Style and Rail) (62 mm x 34 mm) 9.187.1.3 Mullion (intermediate Section) (66mm x 50 mm) 9.187.1.4 ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) 9.187.1.5 Glazing bead (12mm x 18mm) 9.187.2 Casement Window (With friction hinge and outward opening) 9.187.2.1 Casement Frame (67mm x 62mm) 9.187.2.2 Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) 9.187.2.3 Casement Glazing bead (35mm x 18 mm) 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67mm x 52mm) 9.187.3.2 Sliding window Sash (60mm x 44mm) 9.187.3.3 Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) 9.187.3.4 Sliding Glazing bead (35 mm x 18 mm) 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67mm x 52mm) 9.187.4.2 Sliding Door Sash (80mm x 44mm) 9.187.4.3 Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) 9.187.4.4 Sliding Glazing bead (35 mm x 18 mm) 391 9.188 Providing and fixing stainless steel (SS- 304 grade) friction hinges to the side/ top hung UPVC windows, of approved quality with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 9.188.1 200 x 19 x 1.9 mm 9.188.2 250 x 19 x 1.9 mm 9.188.3 300 x 19 x 1.9 mm 9.188.4 350 x 19 x 1.9 mm 9.188.5 400 x 19 x 1.9 mm 392 9.189 Providing and fixing casement handle made of zinc alloyed (white powder coated) for UPVC casement window with necessary screws etc. complete. 393 9.190 Providing and fixing zinc alloyed (white powder coated) touch lock for UPVC sliding window with necessary screws etc. complete. 394 9.191 Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete. 395 9.192 Providing and fixing steel roller for UPVC sliding door with necessary screws etc. complete. 396 9.193 Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete. 397 9.194 Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed windows comprising of UPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.194.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) 9.194.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). 9.194.3 Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). 9.194.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) 9.194.5 Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) 9.194.6 Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) 398 9.195 Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic capsof approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.195.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) 399 9.196 Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.196.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). 9.196.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). 400 9.197 Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.197.1 Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) 9.197.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 9.197.3 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). 9.197.4 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 9.197.5 Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) 401 9.198 Providing and fixing factory made UPVC white colour sliding glazed window above 1.50 m in height dimension comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.198.1 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm). 9.198.2 Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). 402 9.199 Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section madAfter fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).Note: - For UPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.199.1 Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm). 9.199.2 Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm). 9.199.3 Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) 9.199.4 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) 403 9.200 Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture PVC beading as gap insert below top and bottom rail joined together using solvent cement adhesive. An additional 5mm thick Prelaminated PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer-in- charge. Manufacturer’s specification and drawing. 30 mm thick pre laminated PVC door shutters. 404 9.201 Providing and fixing factory made integral PVC flush door shutter made from rigid PVC foam sheet (Single Extruded) with density not less than 600 kg/cum, conforming to IS: 2380 part 14 for screw holding strength with Celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an ISO : 9001 -2000 certified company. 9.201.1 24 to 25 mm thick plain solid PVC flush door shutter 9.201.2 28 to 30 mm thick plain solid PVC flush door shutter 405 9.202 Providing and fixing factory made pre laminated solid PVC flush door shutters 28 to 30 mm thick made from co-extruded three layer rigid PVC foam sheet with density not less than 600 kg/cum, conforming to IS: 2380 part 14, for screw holding strength and outer layers laminated on both sides by laminated sheet with density not less than 1400 kg/cum, lamination shall be at the manufacturing process itself and manufactured by an ISO: 9001-2000 certified company. 9.202.1 1mm thick laminated sheet 9.202.2 0.12 mm thick laminated sheet 406 9.203 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands withing frame of door/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS: 2202. The rate shall be inclusive of all material and labour complete and as per specification and dirction of Engineer-in-Charge. 9.203.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.2 35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.3 25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 407 9.204 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) non decorative type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed cross bands including all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50cm. Each shutter shall be factory made to the exact opening size within frame of doors/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and confirmity with IS:2202. 9.204.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary. 9.204.2 30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.204.3 25mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 408 9.205 Deduct for not providing 2nd class teak wood batten lipping in factory made shutters i.e. item no 9.203 and 9.204. 409 9.206 Providing & fixing acrylic solid surface in thickness 4/6/12 mm of approved colour made out of non-porous surfacing material homogeneously composed of ± 1/3 acrylic resin (also known as PolyMethyl Methacrylate -PMMA), and ± 2/3 NO extra shall be paid for joint adhesive, silicon or related accessories and for transportation. Item should cover 5 years, commercial warranty of product as per FCWS norms. The product should be UV protected for exterior applications & LGA hyginene tested anti bacterial for health care application areas. Area of application are Table Tops, Exterior facade cladding, health care areas like modular operation theater hospital scrubs, wash basins, partition & paneling, laboratory commercial show room, hotels, office & residential areas. 9.206.1 Acrylic Solid Surface sheet – Glacier white designer white 9.206.1.1 6 mm thick sheet 9.206.1.2 12 mm thick sheet 9.206.2 Acrylic Solid Surface sheet - Any Solid colours/Hospital use Medi Blue 9.206.2.1 6 mm thick sheet 9.206.2.2 12 mm thick sheet 9.206.3 Acrylic Solid Surface sheet - Any other 9.206.3.1 6 mm thick sheet 9.206.3.2 12 mm thick sheet 410 9.207 Providing and fixing of 8 mm thick non asbestos multipurpose board reinforced with cellulose fibers for wall cladding will consist of following operations:1. Fixing of a layer of 6mm Moisture/fire Resistance Heavy Duty fibre cement Boards over above mentioned 6 mm heavy duty fibre cement board with the help of 25mm self drilling, self tapping Fibre Cement screws @ 300mm c/c. All external corners are to be protected with the use of suitable corner profile of GI or PVC. All above operation is to be done in order and as directed by Engineer-in-Charge.(frame work to be paid separately). 411 9.208 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS: 15380(2003), eco-friendly, termite resistant, borer free, anti warping phenol formaldehyde (PF), decorative designe moulded or rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company’ gujcon, century, green shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.208.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 412 9.209 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), non decorative designe moulded and labor complete as per specifications and direction of engineer-in- charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.209.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.209.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws 9.209.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 413 9.210 Providing and fixing IS marked factory made High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), 2 and 4 Panel designe moulded or plain construction with particle board shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.210.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.210.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 414 9.211 HDF decorative prelaminated pine wood panel door with glass / wiremash:- Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.211.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.211.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 415 9.212 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), . The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.212.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.2 32 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. Piano hinges with screws. 416 9.213 Non Decorative Pine Wood Flush Door:- Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer- in-charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202 9.213.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 417 9.214 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned sheet shall be as per IS: 2046 type S of approved quality. Each shutter shall be factory made to the exact size (opening) within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in- charge. 9.214.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 418 9.215 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in-charge. 9.215.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.3 25mm thick (for cupboard) including 3 nos. 75 mm long ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 419 9.216 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) veneer decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) s and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. 9.216.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 420 9.217 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides,made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastne with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. 421 9.218 Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity.Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. 422 10.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 423 10.2 Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 424 10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required. 425 10.4 Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners 25mm dia pulley,40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 426 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6mm for diagonal braces 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece. 427 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S. 4454- part-1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover. 428 10.7 Extra for providing suitable mechanical device chain and crank operation for operating rolling shutters. 10.7.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 10.7.2 Exceeding 16.80 sqm in area. 429 10.8 Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (Area of grill to be measured). 430 10.9 Providing and fixing ball bearing for rolling shutters. 431 10.10 Providing and fixing factory made ISI marked glazed steel doors, windows and ventilators side /top /centre hung with beading and Z-section all members such as F7D, F4B, K11 B and K12 B and other tubular section member etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). 10.10.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.10.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.10.3 Extra for providing and fixing steel beading of size 10x10x1.6mm (box type) approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. 432 10.11 Providing and fixing L-iron or T-iron frames for doors, windows and ventilators of mild steel L-section or T-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.11.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 433 10.12 Providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, M.S. pressed butt hinges, with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) fixing with adjustable lugs (200 mm long & 1.0 mm thick) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in- charge: 10.12.1 Profile B of 1.60mm thick single rebate of size 80mmx50mm 10.12.1.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.2 Profile C of 1.60mm thick single rebate of size 100mmx50mm 10.12.2.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.3 Profile E of 1.60mm thick double rebate of size 115mmx50mm 10.12.3.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.4 Profile B of 1.25mm thick single rebate of size 80mmx50mm 10.12.4.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.4.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.5 Profile C of 1.25mm thick single rebate of size 100mmx50mm 10.12.5.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.5.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.6 Profile E of 1.25mm thick double rebate of size 115mmx50mm 10.12.6.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.6.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 434 10.13 Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels. 10.13.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.13.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 435 10.14 Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.14.1 Hot finished welded type tubes 10.14.2 Hot finished seamless type tubes 10.14.3 Electric resistance or induction butt welded tubes. 436 10.15 Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. 437 10.16 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. 438 10.17 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing. 439 10.18 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 440 10.19 Providing and fixing bolts including nuts and washers complete. 441 10.20 Providing and fixing M.S. rivets of sizes in position. 442 10.21 Welding by gas or electric plant including transportation of plant at site etc. complete. 443 10.22 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.22.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 444 10.23 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. 10.23.1 M.S. tube. 10.23.2 E.R.W. tubes. 445 10.24 Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10.24.1 10x60 mm 10.24.2 10x80 mm 10.24.3 10x120 mm 10.24.4 10x140 mm 10.24.5 10x160mm 446 10.25 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 and 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.) 447 10.26 Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts and bolts complete. 10.26.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides 10.26.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 448 10.27 Providing and fixing glass panes/ steel sheet/ fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. 10.27.1 With 4.0 mm thick glass panes 10.27.2 With 5.50 mm thick glass panes 10.27.3 With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. 10.27.4 With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm box beading. 10.27.5 With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. 10.27.6 With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.7 With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.8 With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 449 10.28 Add extra for providing and fixing froasted glass instead of float glass. 10.28.1 With 4.0 mm thick glass panes. 10.28.2 With 5.5 mm thick glass panes. 450 10.29 Supplying at site: 10.29.1 R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge including fixing (cost of earth works in excavation, concrete works in foundation to be paid separately). 10.29.2 Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (cost of earth work in excavation and concrete work in foundation to be paid separately) 10.29.3 Supplying at site -Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming painting to be paid for separately). 451 10.30 Supplying and fixing turn buckles and straining bolts for barbed wire fencing. (Labour rate only). 452 10.31 Fencing with R.C.C. 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 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 R.C.C. posts, struts, earth work and concrete to be paid for separately) with GI barbed wire. 453 10.32 Fencing with barbed G.I. wire angle iron post placed fitted to 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 between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. 454 10.33 Fixing Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, painting, earth work in excavation and cement concrete to be paid for separately). (Labour rate only). 455 10.34 Providing and fixing G.I. or PVC coated G.I.wire chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer- in-charge. (Cost of post, painting earthwork & c.c. to be paid separately) 10.34.1 Made of G.I. wire. 10.34.2 Made of G.I. wire, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. 456 10.35 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in- Charge. (cost of post painting earth work & C.C. to be paid separately) 457 10.36 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). 458 10.37 Providing and fixing of ISI marked insulated fire rated GI Sheet doors conforming to FD 120-PI classification of IS 3614:2021 with fire rating of 120 minutes integrity and 30 minutes insulation. The factory manufactured door frame and shutter assembly shall be made out of minimum 120 GSM coating as per IS: 277. Door and frame should be finished with powder coating in standard RAL shade finish having DFT of minimum 30 microns. The door should carry a minimum 500 Hrs of salt spray test. All accessories like hardware, vision panel, fire & smoke seal etc to be supplied by Fire door manufacturer only as per the guidelines laid down in IS 3614:2021.Every door must carry a label confirming to type of door & its fire rating. The Door frame shall be single rebate grooved profile of size minimum 125 mm x 75mm made out of 1.50mm minimum thick galvanized steel sheet. Frames shall be butt / mitered joint and field assembled with bolting system. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip of size 10x4mm. All provisions should be mortised & provided with necessary inbuilt reinforcement to receive appropriate hardware. Frames should be provided with back plate bracket for anchor fastner with 8-10 mm dia and minimum 80 mm long HDG fasteners, with Polyamide sleeves (Payable in extra item) for installation of frame in finished plastered masonary wall opening. Note:- For grouting of Steel frames in masonary installations ;cement slurry of 1:3 ratio by civil contractor/fire rated PU foam or such fire rated material may be recommended except head member(Payable in extra item). Door leaf should be minimum 60mm thick fully flush double skin door. Door leaf must be manufactured from minimum 1.2mm thick galvanised steel sheet. The infill material shall be mineral wool of minimum density 96 kg/cum. All doors shall befactory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For double leaf doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf.The shutters shall be mounted to the frame with SS 304 grade ball bearing type hinges of size 100x 89x3 mm along with all suitable hardware (Payable in extra item).Vision lite size 185x285 (max area up to 0.06sqm) wherever applicable should be provided with single layered clear fire rated glass panes as per guidelines laid down under IS 3614 : 2021 vide clause no. 7.2.7 table no. 2 with a clip on arrangement. The glass will be provided with fire rated ceramic tape of min. 2 mm thickness with min. 15mm width al around on either face. Every Glass pane must carry a permanent marking of its glass manufacturer 459 10.38 Providing and fixing of factory make air tight casement windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 10.38.1 Openable window 10.38.2 Fixed windows 460 10.39 Providing and fixing of factory make single rebate openable/fixed windows made of roll formed galvanized pre- pained steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick) heavy duty pivot hinges per shutter and window fitted without glazing including 10mm square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. 10.39.1 Openable single rebate window 10.39.2 Fixed single rebate window 461 10.40 Providing and fixing of factory make double rebate windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, fitted using EPDM (Ethyl Propylene Diamine Monomer) gaskets including fixing windows in the concrete/masonry wall by means of self- expanding screws, including 10mm Square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete.. 10.40.1 Openable double rebate window 10.40.2 Fixed double rebate window 462 10.41 Providing and fixing of factory make fixed louvers fabricated from roll formed sections made of galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/powder coated Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. (glazing shall be paid separately as per SOR rate) 463 10.42 Providing and fixing of factory make pre painted steel sliding window 2 track-2 panel sliding window fabricated from roll formed sections made of galvanized steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 464 10.43 Providing and fixing pre painted steel sliding window 3 fabricated from Roll formed sections made of galvanized Steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 465 11.1 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm) 466 11.2 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 467 11.3 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 468 11.4 Cement plaster skirting 18 mm thick (upto 30 cm height) with cement mortar 1:3 (1 cement: 3 sand) finished with a floating coat of neat cement. 469 11.5 Cement concrete pavement with Cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including finishing complete. 470 11.6 Making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 471 11.7 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.7.1 Dark shade pigment with ordinary cement. 11.7.2 Light shade pigment with white cement. 11.7.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.7.4 White cement without any pigment. 11.7.5 Light shade pigment with ordinary cement. 11.7.6 Ordinary cement without any pigment. 472 11.8 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume including cement slurry etc. complete. (Area of panel not to exceed 2.0 sqm) 11.8.1 Dark shade pigment with Ordinary cement. 11.8.2 Light shade pigment with white cement. 11.8.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.8.4 White cement without any pigment. 11.8.5 Light shade pigment with ordinary cement. 11.8.6 Ordinary cement without any pigment. 473 11.9 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.9.1 Dark shade pigment with ordinary cement. 11.9.2 Light shade pigment with white cement. 11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.9.4 White cement without any pigment. 11.9.5 Light shade pigment with ordinary cement. 11.9.6 Ordinary cement without any pigment. 474 11.10 Marble chips skirting (upto 30 cm height) 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 sand) : rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix :7 marble chips) by volume : 11.10.1 Dark shade pigment with ordinary cement. 11.10.2 Light shade pigment with white cement. 11.10.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.10.4 White cement without any pigment. 11.10.5 Light shade pigment with ordinary cement. 11.10.6 Ordinary cement without any pigment. 475 11.11 Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width including cost of forming, nosing etc. 476 11.12 Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. 477 11.13 18 mm thick crazy marble stone white, black or as specified marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume), with under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete . 478 11.14 Precast terrazo tiles 22mm thick with graded marble chips of size upto12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : 11.14.1 Light shade using white cement. 11.14.2 Medium shade using 50%white cement and 50% ordinary cement. 11.14.3 Dark shade using ordinary cement. 11.14.4 Ordinary cement without any pigment. 479 11.15 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. 480 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : 11.16.1 Light shade pigment using white cement. 11.16.2 Medium shades pigment using 50% white cement and 50% ordinary cement. 11.16.3 Dark shade pigment using ordinary cement. 11.16.4 Ordinary cement without any pigment. 481 11.17 Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : 11.17.1 Light shade pigment using white cement. 11.17.2 Medium shade pigment using 50% white cement, 50% ordinary cement. 11.17.3 Dark shade pigment using ordinary cement. 11.17.4 Ordinary cement without any pigment. 482 11.18 Chequered precast cement concrete tiles any finish, any size 22 mm thick IS:13810-1993 ISI mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. 11.18.1 Light shade pigment using white cement. 11.18.2 Medium shade pigment using 50% white cement 50% Grey cement. 11.18.3 Dark shade pigment using ordinary cement. 11.18.4 Ordinary cement without any pigment. 483 11.19 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sandand grey cement slurry, joints treated with white cement mixed with pigment to match colour of stone including rubbing and polishing complete with : (area of slabs over 0.5 sqm) 11.19.1 Makrana white second quality. 11.19.2 Raj Nagar plain. 11.19.3 Agaria White/Morgarh 11.19.4 Katni marble 11.19.5 Black Zebra. 11.19.6 Udaipur / Baroda green marble 11.19.7 Pink plain marble. 11.19.8 Jaisalmer Yellow 484 11.20 Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thick cement mortar 1:3 (1 cement: 3 sand and laid with white cement slurry) joints treated with white cement mixed with pigment to match the shade of the slab i/c rubbing and polishing complete. (area of slab over0.50sqm.) 11.20.1 Makrana white second quality. 11.20.2 Raj Nagar plain. 11.20.3 Agaria White/Morgarh 11.20.4 Katni marble 11.20.5 Black Zebra. 11.20.6 Udaipur / Baroda green marble 11.20.7 Pink plain marble. 11.20.8 Jaisalmer Yellow 485 11.21 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand), including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). (Area of slabs over 0.50 sqm.) 11.21.1 Makrana white second quality. 11.21.2 Raj Nagar plain. 11.21.3 Agaria White/Morgarh 11.21.4 Katni marble 11.21.5 Black Zebra. 11.21.6 Udaipur / Baroda green marble 11.21.7 Pink plain marble. 11.21.8 Jaisalmer Yellow 486 11.22 Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. Samples approved by Engineer-in- Charge. 11.22.1 Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black 11.22.2.1 Granite fine grained dark crystal of other colours and various patterns 11.22.2.2 Granite coarse grained light black/ light red/white with crystal of other colours and various patterns 11.22.2.3 Granite grey/pink/brown with various patterns 11.22.3 Cuddpah stone 487 11.23 Extra for prefinished nosing to treads of steps of marble stone. 488 11.24 Extra for marble stone flooring in treads of steps and risers using single length upto 2.00 metre. 489 11.25 Extra for prefinished grooves to treads of steps of granite stone 490 11.26 Providing and laying machine cut, mirror polished, Italian Marble stone (18 mm thick Italian Marble stone slab, Perlato, Rosso erona, Fire Red or Dark Emperadore etc.)work in flooring laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry mixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 491 11.27 Providing and fixing machine cut, mirror / eggshell polished , Marble stone work 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. for wall lining (veneer work) including dado, skirting, risers of steps etc. thick cement mortar 1:3 (1 cement : 3 sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 492 11.28 Italian marble flooring in required design and patterns 11.28.1 Providing and laying machine cut, mirror polished Italian Marble stone 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadoreetc flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Note – This item shall be executed only after the prior approval of Chief Engineer. 493 11.29 Granite work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately). 111.29.1 Area of slab over 0.50 sqm 11.29.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.3 Gray/Pink/Brown or equivalent with various patterns 11.29.2 Area of slab upto 0.50 sqm 11.29.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.2 Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.3 Gray/Pink/Brown or equivalent with various patterns 494 11.30 Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11.30.1 Area of slab over 0.50 sqm 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.3 Gray/Pink/Brown or equivalent with various patterns 11.90.2 Area of slab upto 0.50 sqm 11.30.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.2 Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.3 Gray/Pink/Brown or equivalent with various patterns 492 11.31 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (area of slab more than 0.50 sqm) 11.31.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.3 Gray/Pink/Brown or equivalent with various patterns 495 11.32 Deduct for not polishing granite flooring (item no 11.29 & 11.30) 496 11.33 Providing and laying Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry admixed with pigment of matching shade including rubbing, curing and polishing and as directed by the Engineer-in-Charge Granite stone slab Dark Black. Dark Red, White or equivalent, 11.33.1 Flamed Finish Polish 11.33.2 Leather Finish Polish 497 11.34 Granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab. 498 11.35 Providing and fixing 10x10x7.50 cm Granite stone block hand cut andchisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 sand) with joints 10mm wide filled with same mortar mixed with matching pigment including ruled pointing etc. complete as per direction of engineer-in charge. 499 11.36 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 sand) 25 mm thick.(Area of slab to be over 0.25 sqm) 500 11.37 Deduction for using 20 mm thick slab instead of 25 mm thick slab of kota stone in item no 11.35 501 11.38 Kota stone slabs in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 502 11.38.1 10-12 mm thick 11.38.2 20 mm thick 503 11.39 Kota stone slab (area less than 0.5 sqm) rough chiseled dressed average 40 mm thick flooring for parking and open area of thickness over 20 mm (average) thick base laid over and jointed with grey cement slurry complete with base of cement mortar 1:4 (1 Cement : 4 Sand) 504 11.40 Providing edge moulding to 18mm thick marble stone counters, Vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 11.40.1 Marble work 11.40.2 Granite work. 505 11.41 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 506 11.42 Extra for providing opening of required size and shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 507 11.43 Mirror polishing on marble work/Granite work/stone work wherever required to give high gloss finish complete. 508 11.44 Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5 sand) with joints finished flush. 11.44.1 Red sand stone 11.44.2 White sand stone 11.44.3 Grey lime stone 11.44.4 Kota stone 509 11.45 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. 11.45.1 Red sand stone 11.45.2 White sand stone 510 11.46 40 mm thick machine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 sand) mixed with pigment to match the shade of stone and pointing with same mortar 11.46.1 Red sand stone 11.46.2 White sand stone 511 11.47 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 512 11.48 Extra for Kota stone/ sand stone in treads of steps and risers using single length upto 1.05 metre. 513 11.49 Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 514 11.50 Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. 515 11.51 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete. 516 11.52 Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 sand) including grouting the joints with white cement and matching pigments etc., complete. 517 11.53 Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness 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 sand) including grouting the joints with white cement with matching pigments etc., complete. 518 11.54 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. 519 11.55 Deduct for not using 20mm thick cement mortar 1:4 (1 cement: 4 sand) bedding in laying of floor tiles. 520 11.56 Fixing glazed/ Ceramic/Rectified/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. 521 11.57 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to IS: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 522 11.58 Providing and fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 523 11.59 Providing and laying 500x500x40mm thick Turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer- in-charge. 524 11.60 Providing and fixing 10mm thick acid and/ or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and joints filled with acid and/ or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. 525 11.60.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 sand)Acid and alkali resistant tile. 526 11.60.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 sand).Acid and alkali resistant tile. 527 11.61 8 mm thick.stones Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. 11.61.1 Marble tiles (polished) Raj Nagar. 11.61.2 Granite tile of any colour /shade 528 11.62 Providing and fixing cramps of required size and shape in RCC/ CC /Stone/ Brick masonry backing with cement mortar 1:2 ( 1 cement :2 sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). 11.62.1 Gunmetal cramps. 11.62.2 Stainless steel cramps. 529 11.63 Providing and fixing expansion hold fasteners of wedge expansion type on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 11.63.1 Fastener with threaded dia 6 mm. 11.63.2 Fastener with threaded dia 10 mm. 11.63.3 Fastener with threaded dia 12 mm. 530 11.64 Providing and fixing stone slab table rubbed on both faces edges rounded and polished of size as required and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. 11.64.1 White Agaria Marble Stone. 11.64.2 Granite Stone of approved shade. 531 11.65 Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer- in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 11.65.1 300 mm Finished Floor Height (FFH) 11.65.2 450 mm Finished Floor Height (FFH). 532 11.66 Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. 533 11.67 Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals) 11.67.1 1 mm thick 11.67.2 2 mm thick 11.67.3 3 mm thick 534 11.68 Providing and fixing acoustic PVC (Poly Vinyl Flooring) EN (European Standard) over fiberglass mat PVC foam backing (EN 14904), total thickness is 3.25mm (EN 428/EN 427), wear layer is 0.85 mm thick (EN 429), anti-bacterial and anti-fungus surface treatment , chemical resistance test qualified (EN-423)-high resistance, thermal and underfloor heating test qualified (EN12524) - all vinyl sheets must be linked crosswise with a continuous copper strip and finally connected to earth for grounding electrostatic electrical charges. Suitable and slip resistant. Recommended to use in area like Lecturer room, Conference room, Kids area, School, colleges, Residential and all commercial official scope etc. 535 11.69 Providing and fixing 2 mm thick heterogeneous PVC (poly vinyl flooring) EN (European Standard) with wear layer is 0.55mm thick of PVC, total weight is 2300 g/m2 approx. PUR (polyurethane reinforced), residual indentation approx.0.05 mm, castor wheel test qualified, dimensional stability ≤0.10%, static electrical charge .The floor finish should termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto100mm. Recommended to use in area like Patient rooms , Doctor room Lecturer room, Kids area, School, Colleges, Residential and all commercial official scope etc. 536 11.70 Providing and fixing 8mm and above thick laminated (wooden flooring) of AC4 and above grade product of approved made out of core high density fibre board (HDF), surface layer shall be high preasure laminated treated for abrasion, scratch, moisture protection, flame protection U.V resistant, layer of acrylic resin, aluminium oxide or similer layer having above properties, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer, The seamless impregenated decorative layer of specified size, design, colour and pettern, all bonded together under high temperature and pressure with eco-friendly. The material shall be applicable warranty formaldehyde free, eco- friendly and fully recyclable (eco-freindly) and matching shed and excluding quantity of skirting and profile. 537 11.71 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, 1:6 (1 cement : 6 sand) including filling the joints with same mortar, with common burntclay non modular bricks 11.71.1 100 mm thick 11.71.2 200mm thick 538 11.72 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in-Charge. 11.72.1 80 mm thick C.C. paver block of M-35 grade 11.72.2 60 mm thick C.C. paver block of M-35 grade 11.72.3 60 mm thick C.C. paver block of M-30 grade 539 11.73 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- Charge). 540 11.74 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side(top & bottom), including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-Charge. 541 11.75 Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. 11.75.1 Granite Door frame for 100mm thick wall Thickness. 11.75.2 Granite Door frame for 200mm thick wall Thickness. 542 11.76 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4 (1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11.76.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11.76.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 543 11.77 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 77.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11. 77.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 544 11.78 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 78.1 In light shade glossy/ rustic /stain finished 11. 78.1.1 Size 600X600 mm thickness 9-10 mm 11. 78.1.2 Size 800X800mm thickness 11-12mm 11. 78.1.3 Size 800X1200 mm thickness 11-12mm 11. 78.2 In dark shade glossy/ rustic /stain finished 11. 78.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 78.2.2 (b) Size 800X800mm thickness 11-12mm 11. 78.2.3 (c) Size 800X1200 mm thickness 11-12mm 545 11.79 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 79.1 In light shade glossy/ rustic /stain finished 11. 79.1.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.1.2 (b) Size 800X800mm thickness 11-12mm 11. 79.1.3 (c) Size 800X1200 mm thickness 11-12mm 11. 79.2 In dark shade glossy/rustic/stain finished 11. 79.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.2.2 (b) Size 800X800mm thickness 11-12mm 11. 79.2.3 (c) Size 800X1200 mm thickness 11-12mm 546 11.80 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 80.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 80.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.1.2 (b) Size 600X600mm thickness 9-10mm 11. 80.1.3 (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 11. 80.2 In dark colour and shade etc. 11. 80.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.2.2 (b) Size 600X600mm thickness 9-10mm 11. 80.2.3 (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 547 11.81 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting, riser laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 81.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 81.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.1.2 (b) Size 600X600mm thickness 9-10mm 11. 81.2 In dark colour and shades etc. 11. 81.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.2.2 (b) Size 600X600mm thickness 9-10mm 548 11.82 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality including grouting the joints with white cement and matching pigments etc. complete 11. 82.1 For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) 11. 82.1.1 Size 600X600 mm thickness 9-10 mm 11. 82.1.2 Size 800X800mm thickness 11-12mm 11.82.1.3 Size 800X1600 mm thickness 11-12mm 11.82.1.4 Size 1000X1000 mm thickness 11-12mm 11. 82.1.5 Size 600X1200 mm thickness 11-12mm 11. 82.1.6 Size 800X1200 mm thickness 11-12mm 11. 82.1.7 Size 1200X1200 mm thickness 11-12mm 11.82.1.8 Size 1200X1800 mm thickness 11-12mm 11.82.1.9 Size 1200X2400 mm thickness 11-12mm 11. 82.2 For wall stain / rustic finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e.within 6 hours, Size 300X600 mm thickness 9-10 mm 11. 82.3 For wall polished / Glossy finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e. within 6 hours, Size 300X600 mm thickness 9-10 mm 549 11.83 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality / premium in skirting, riser laid our 12mm thick cement mortar 113 including grouting the joints with white cement and matching pigments etc. complete 11. 83.1 For skirting, risers etc. glossy/ rustic /stain/matt finished in all colours and shades 11. 83.1.1 Size 600X600 mm thickness 9-10 mm 11. 83.1.2 Size 800X800mm thickness 11-12mm 11. 83.1.3 Size 600X1200 mm thickness 11-12mm 11. 83.1.4 Size 800X1200 mm thickness 11-12mm 550 11.84 Granite work gang saw cut (polished machine cut) of thickness 12 mm for wall lining, skirting, risers of steps and dado (veneer work), back filling with a grout of average 12 mm thick in cement mortar 1:3 (1 Cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the beaching by means of cramps, which shall be paid for separately). 11. 84.1 Area of tiles not less 0.18 sqm 11. 84.1.1 Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 84.1.2 Course granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 84.1.3 Gray/Pink/Brown with various patterns 551 11.85 Providing and laying gang saw cut 12mm thick, mirror polished pre moulded (wherever required) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cemnt mortar 1:4(1cement:4sand) including grouting the joints with white cement mixed with matching pigments, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11. 85.1 Area of tiles not less 0.18 sqm 11. 85.1.1 Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 85.1.2 Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 85.1.3 Gray/Pink/Brown with various patterns 552 11. 86 Providing and fixing artificial synthetic green long and fine yarns grass, UV/water resistant with SBR latex backing eco-friendly durable high density 100 % PP ( Poly Poplin ) anti UV fiber.denier 12000 dtex, stich rate 18 stiches per 10cm, stich density 16800 stiches/m2, tufted weight 1830g/sqm approx. 11. 86.1 Roll size will be 25.00m X 2.00m (25mm thick)- weight 150kg- per roll. 11. 86.2 Roll size will be 25.00m X 2.00m (40mm thick)- weight 180kg- per roll. 553 11.87 Providing and fixing laminated (engineered wooden flooring) of suitable thickness 10-14 mm of suitable grade category product of approved made out of core high density fibre board (HDF) &other component it treated for abrasion ,scratch ,moisture protection, flame protection,U.V resistant. backing with eco- friendly resins specified by the manufacturer .The material shall be applicable warranty formaldehyde free, eco friendly, highly recommended for high traffic area and fully recyclable and matching shed and excluding quantity of skirting and profile. 554 11.88 Providing and fixing single layer homogeneous (solid wooden flooring) of suitable thickness 14 - 18 mm of suitable grade category product of scratch protection, moisture protection, flame protection U.V. resistant, backing under layer on min 2 mm thickness The material shall be applicable warranty formaldehyde free, eco friendly ,highly recommended for high traffic area and fully recyclable and matching shade and excluding quantity of skirting and profile. 555 11.89 Providing and fixing tuffed 1/10” loop pile (carpet tile / Carpet). EN (Euorpean Standard) size 50cm x 50cm /roll Size of total thickness 5.5 mm and above with total mass of 4100g/m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area. 556 11.90 Providing and fixing spc (stone plastic composite) virgin pvc water resistant proof vinyl flooring with a thickness between 4 to 8mmuv coated layer with a wear layer of 0.3 to 0.80mm with a SPC core layer of 2.00 to 5.00 mm with a SOP of heat resistant, voc free, easy to cut, anti microbial protection in the form of tiles, planks helpful in environmental of profection health. 557 11.91 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone tile flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with white cement mix with matching pigment etc. complete as per direction of Engineer-in-Charge. 11. 91.1 300x300mm 11. 91.2 400x400mm 11. 91.3 600x600mm 558 11.92 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone slab flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size of area more then .50 sqm and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with cement mix matching pigment etc. complete as per direction of Engineer -in-Charge. 559 12.1 Providing corrugated G.S. Sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00mm thick with zinc coating not less than 275gm/m² 12.1.2 0.80mm thick with zinc coating not less than 275gm/m² 12.1.3 0.63 mm thick with zinc coating not less than 275gm/m² 560 12.2 Straight cutting in G.S. sheet of any thickness roofing for making opening of area exceeding 40 sq. decimetre for chimney stacks, sky light etc. 561 12.3 Extra for circular cutting in C.G.S. sheet of any thickness roofing for making opening of area exceeding 40 square decimetre : 562 12.4 Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. 12.4.1 0.80mm thick with zinc coating not less than 275gm/m² 12.4.2 0.63mm thick with zinc coating not less than 275gm/m² 563 12.5 Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350gm/m² 564 12.6 Providing and Fixing of 40 cm over all width plain, G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 sand). 1.00mm thick with zinc coating not less than 275gm/m² 565 12.7 Providing and fixing 15 cm wide 45 cm over all semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 12.7.1 0.80mm thick with zinc coating not less than 275gm/m² 12.7.2 0.63mm thick with zinc coating not less than 275gm/m² 566 12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia.G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. 567 12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.. 568 12.10 Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter. 569 12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. 570 12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. 12.12.1 Corrugated serrated adjustable ridges 12.12.2 Plain wing adjustable ridges 12.12.3 Close fitting adjustable ridges 12.12.4 Unserrated adjustable hips 571 12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: 12.13.1 Corrugated apron pieces 12.13.2 Eaves filler pieces 12.13.3 North light curves 12.13.4 ventilator curves 12.13.5 Barge boards 12.13.6 Ridge finials 12.13.7 Special north light curves 12.13.8 S type louvers 572 12.14 Providing flat iron brackets 50x3mm size with necessary bolts, nuts washers etc. for fixing G.S. sheets gutters with purlins. 573 12.15 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 gsm as per IS:277 in 240 mpa steel grade, 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while 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 55mm) 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. 574 12.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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 using self-drilling/ self- tapping screws complete : 12.16.1 Ridges plain (500 - 600mm). 12.16.2 Flashings/ Aprons.( Upto 600 mm) 12.16.3 North light curves. 12.16.4 Barge board (Upto 300 mm) 12.16.5 Crimp curve 12.16.6 Gutter. (600 mm over all girth) 575 12.17 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.17.1 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. 12.17.2 2mm thick flat. 576 12.18 Providing and Fixing of sky lights consisting of Multi cell/tight cell Polycarbonate Panel System of approved colour, 16 mm thick (minimum) having uniform in color with an integral Tight-Cell core constructed not to exceed 4mmx4mm in a cross section, involved such as bolts nuts and screws etc. and labour for cutting bending to required profile, necessary scaffolding, hoisting in position etc. for proper completion of the work etc. complete as per specification drawings and direction of Engineer in charge. Finished surface area of roofing fixed over steel tubular structure shall be measured for payment. MS tabular frame work shall be measured separately for payment. 12.18.1 10mm thick 12.18.2 16mm thick 577 12.19 Providing sand stone slab 40 to 50 mm thick for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 sand ) complete : 12.19.1 Red sand stone slab 12.19.2 White sand stone slab : 578 12.20 Painting top of roofs with residual type petroleum bitumen of grade VG 10 of approved quality @ 17kg per 10 sqm impregnated with a coat of sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 579 12.21 Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall be strictly as per manufacturers specifications and as approved by engineer In charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., and washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-charge. 580 12.22 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection >0.70 and initial emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 581 12.23 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 sand) and finished neat complete. 582 12.24 Providing and fixing on roof pressed clay tile (Mangalore tile) 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) 583 12.25 Providing and laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness of approved pattern on steel frame work complete (steel frame work to be paid separately) 584 12.26 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase 585 12.27 Making khurras 45x45 cm (sunk area) with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water/ spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe. 586 12.28 Providing and fixing M.S. holder bat clamps of approved design to C.I. Or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 12.28.1 100 mm diameter 12.28.2 150 mm diameter 587 12.29 Providing and fixing ISI marked sand cast iron rain water pipes. 12.29.1 100 mm dia minimum wall thickness 5mm 12.29.2 150 mm dia minimum wall thickness 5mm 588 12.30 Providing lead caulked joints to sand cast iron rain water pipes and fittings : 12.30.1 100 mm dia. Pipe 12.30.2 150 mm dia. Pipe 589 12.31 Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) : 12.31.1 Sand cast iron bend : 12.31.1.1 100 mm diameter 12.31.1.2 150 mm diameter 12.31.2 Sand cast iron plain shoes : 12.31.2.1 100 mm diameter 12.31.2.2 150 mm diameter 590 12.32 Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) 591 12.33 Providing and fixing on wall face Unplasticised - UPVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) 12.33.1.2 110 mm (minimum wall thickness 2.2mm) 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) 12.33.2.2 110 mm (minimum wall thickness 2.2mm) 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) 592 12.34 Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 12.34.1 75 mm (minimum wall thickness 1.8mm) 12.34.2 110 mm (minimum wall thickness 2.2mm) 593 12.35 Providing and fixing to the inlet mouth of rain water pipe fixing cast iron grating 15 cm diameter and weighing not less than 440 grams. 594 12.36 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. 595 12.37 Providing and fixing 100 mm/110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 sand) 12.37.1 Stone ware spout 12.37.2 Upvc spout (Pipe dia.110 mm) 596 12.38 Providing and fixing of self-supported mechanically seamed roofing system, made of high quality steel, having 340 MPA yield strength, pre coated galvalume sheet as per ASTM A 792 M of base metal thickness from 0.8 mm to 1.6mm (tolerance ± 0.02mm). High grade steel sheet should have 55% aluminum and 45% zinc coating by hot-dip process of minimum 25 micron The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage etc. complete. Accessories and fixtures like hangers/clamps for installation of lighting /fixtures /utility/ duct as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. 12.38.1 Base metal thickness 0.8mm up to span 15 meter 12.38.2 Base metal thickness 0.9mm , up to span 18 meter 12.38.3 Base metal thickness 1.0 mm, up to span 21 meter 12.38.4 Base metal thickness 1.1 mm, up to span 23 meter 12.38.5 Base metal thickness 1.2mm, up to span 25meter 12.38.6 Base metal thickness 1.3 mm, up to span 27 meter 12.38.7 Base metal thickness 1.4mm, up to span 29meter 12.38.8 Base metal thickness 1.5 mm, up to span 31 meter 12.38.9 Base metal thickness 1.6 mm, up to span 33 meter 12.38.10 Providing and fixing galvalume 1.0 mm thick clamps/hangers of size 75X140mm with saddle of 50mm dia, riveted at one side and nut and bolt at other side, to self-supported roofing system by mechanical seaming to suspend light fixture/cable stay/false ceiling/duct etc., at their location which should be planned earlier by engineer-in-charge. Clamps shall be fixed during seaming of panels. 12.38.11 Providing and fixing advanced type hurricane turbo ventilator to self- supporting roof having neck dia 600mm made of aluminum having 24 nos vertical vanes made of aluminum sheet. Ventilator should be fixed on 1 to 2mm thick G.I. ring which shall be fixed on 2mm thick polycarbonate sheet. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates i/c of all material, labour fittings screw, rings, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 12.38.12 Providing and fixing of 2mm thick polycarbonate sheet to self-supported roofing system. The sheet shall have tensile strength and elongation as per ASTM D 638, refractive index as per ASTM D 592, light transmission as per ASTM D 1003 and specific gravity as per STM D 792. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates include of all material, labour, fittings, screw, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 597 12.39 Supply, fabrication and erection of three-dimensional space frame steel structure consisting of support node, primary space frame members, space notes nodes, bolts, sleeves (nut), purlin stool, purlin etc. to support roof sheet in plain or curved shape. (Approximate zinc coating thickness 77 Microns) and shall not be less than 400 g/sqm (Approximate zinc coating thickness 56 microns). Bolts, sleeves and cones shall be electro-galvanized to ASTM B 633 Type 2, SC3. Shop drawings along with structural design analysis shall be provided by the manufacturer for approval of the engineer in charge. Rate shall include cost of design, all material, all lifts, labour, transport, storage, machines, tools and plants, wastages, erection and installation at site all necessary scaffolding etc. necessary to provide finished product but excluding cost of erection/construction of support shaft and roof sheet. 598 12.40 Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). 599 12.41 Providing and fixing in position roof tile under lay using 12mm thick(minimum) Moisture/fire Resistance heavy duty fibre cement board(High Pressure Steam Cured) Type A,Category 4 conforming to IS 14862:2000, fixed on Steel frame work of 610mmx610mm or 610mmx1220mm grid by counter sunk stainless screw @ 300mm C/C all complete as per the drawings. Tiles etc may be laid on the board substrate by sealing the joints properly with filler material or sealant to ensure no leakage through joints. All complete as per drawings, specification and as per direction of Engineer-in-Charge.Note - MS Section structure and roof tile like Shingles/Mangalorian Tiles etc cost will be paid seprately. 600 12.42 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS: 8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 601 12.43 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8183, density 16kg/m3, 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. 602 12.44 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge : 603 12.44.1 With Type N - Normal 50 mm thick 604 12.44.2 With Type SE - Self Extinguishing type 50 mm thick. 605 12.45 Providing and laying thermal insulation of roofing with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1: 2 : 4 (1 cement : 2 sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 mx2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. 606 12.46 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, rawl plug and washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in- Charge. 607 12.47 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 608 12.48 Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags placed over existing false ceiling and held in position by criss- crossing GI wire. 609 12.49 Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. 610 12.50 Supply and application of 48kg/m3 density & 50 mm thick with a tolerance of -2 + 6mm of Rockwool RB slabs unfaced (Binder<3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non- combustible when tested as per BS 476 Part 4 or A1 when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 611 12.51 Supply & Application of Rockwool RB slab 48kg density, 50mm thick wrapped in 200G vergine polythene bags for partition, ceiling (Under Deck insulation) conforming to IS: 8183 with tolerance of -2 +6mm of rock wool RB slabs unfaced (Binder <3.5%) conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested per EN 13501. . Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 612 12.52 Supply & Application of Rockwool RB 2 slab 64kg /m3, 50mm thick, with GI wire netting 24 SWG; fixing for NRC Value 1.00 for Acoustics, thermal & fire purpose conforming to and IS: 8133, IS: 8183 with tolerance of -2 + 6mm of RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Two random samples from each supplied batch will be tested for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 613 12.53 Supply & Application of Rockwool building roll (1.1mx10m) 48kg density, 50mm thick with FSK (foil scrim Kraft) aluminium foil facing for HVAC duct & building underdeck purpose conforming to IS: 8183, IS: 8183 and IS:8183 a tolerance of -2 +6 mm of Rockwool RB slabs unfaced (Binder < 3.5%) ; conforming to IS: 8183; /ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS: 476 Part 4 or Al when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and it shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 614 12.54 Supply & Application of Rockwool Building Roll (1.1mX10m) 48kg density, 50mm thick with ALG (Alu & glass) mixture of Aluminium & glass facing for building underdeck application below metal sheet also conforming IS: 8183, IS: 8183 and IS: 8183 a tolerance of -2+6mm of rockwool RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested as per EN 13501. The maximum service temperature shall be 700°C. Shot content should be less than 2% for 500 microns & less than 10% for 250 microns when tested as per standard IS: 3144. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 615 12.55 Providing and fixing of minimum 12mm thick, 5 layered bubble Reflective thermal insulation made of 12 microns aluminum foil with minimum 97% Reflectivity on both outer sides, under both aluminum foil 4mm thick FR bubble insulation with Low Emissivity - 0.032 (ASTM1371), Fire Class A (ASTM E84) All five layers of insulation shall be stick with each other by registered manufacturer using hot process without using any kind of adhesive. Insulation shall be supplied in 1.10m wide roll width with 50mm wide factory-made cuts at both sides to joint another roll by using general stapler in case of new shed and adhesive in case of existing or self-supported roof. 12.55.1 Fixing of insulation on new work by laying horizontally on the purlins and perpendicular to the direction of purlins and fixing by using self- tapping screws at equal distance. Place and align the second roll of insulation parallel to the first roll and overlaps the adjacent rolls. After Insulation is fixed over the purlins the metal sheet is placed over insulation and drilled with self-tapping screws with purlins etc. complete, including all material and scaffolding. 12.55.2 Installation of insulation in Old Sheds where the sheets have been already fixed over the purlins so insulation shall be fixed under the purlins covering the roof bottom. Insulation roll to be unfolded at the bottom of the purlin horizontally and parallel to the roof and fixed by using the self- tapping screw with a washer at equal distance etc. Complete, including all material and scaffolding. 12.55.3 Insulation of Self-Supported Roof shall be applied under the roofing by using stud welding to the self- supported roof at a distance not be more than 300 mm in both directions. At each stud insulation roll shall be pushed against the studs so that it gets punctured and then non-returning washer has to be applied at the stud etc. complete, including all material and scaffolding. 616 12.56 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over- deck on ceiling surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM C 518, compressive strength of > 350 kPa listed as per ASTM C 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorption < 1% by volume as per ASTM C 272, oxygen index of minimum 24 as per ASTM D 2863 and Fire retardant property as per DIN 4102, with preferred stone or pre-cast tiles shall be laid over the XPS board with suitable grouting including providing pre-fabricated EPDM drain outlets (Cement Screed casting shall be done at the junction of roof and parapet walls), all as per the directions of Engineer-in-charge. 617 12.57 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 618 12.58 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, 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: 12.58.1 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board 12.58.1.1 Flat surfaces 12.58.1.2 Curved surfaces 12.58.1.3 Sunk or raised mouldings 12.58.1.4 Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. 12.58.2 12.5 mm thick tapered edge gypsum board 12.58.2.1 Plain board conforming to IS: 2095- Part I : 2011 (Board with BIS certification marks). 12.58.2.2 Fire resistant Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 12.58.2.3 Gypsum moisture resistant board. 12.58.2.4 Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. 12.58.3 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. 619 12.59 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of mainT runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre- painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.59.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 12.59.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 12.59.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a ompletely sealed unit. 12.59.4 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. 12.59.5 Glass fiber Acoustical Suspended Ceiling System with 16 mm thick tegular edge or micro look edge tiles of size 595x595mm.The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥83%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 and7) in module size of 600 x 600 x 16mm with Bio Block coating on the face of the tile, suitable for Green Building application, with Recycled content of 38 - 41%. The Tile and Grid system used together should carry a 15 year warranty. 12.59.6 8mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primedcolour tiles of size 595X595 mm. 12.59.7 6mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primed colour tiles of size 595X595 mm. 620 12.60 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in/swing down tiles into spring T with 12.60.1 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 12.60.2 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. 621 12.61 Providing & Fixing of Unperforated Antibacterial Metal Tile Ceiling System comprising of Tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width and height of 32mm. The Tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process by approved certified manufacturers. The Tile shall be clipped into clip in rail of 0.5mm thick G.I. in form of a grid system using a cross connector. The clip in rail shall be supported from slab by means of rigid Suspension of 4mm G.I.Road, Hold on Clamp with Clip. (Rate include all materials and labour). 622 12.62 Providing and fixing board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 12.62.1 12mm thick insulating board 12.62.1.1 Natural colour insulating board 12.62.1.2 White face insulating board 12.62.1.3 Flame retardant face insulating board 12.62.2 Flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 12 mm thick marked in ceiling with necessary nails etc. complete 12.62.3 6 mm thick plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete 12.62.4 6mm thick High Pressure Steam Cured non asbestos, reinforced with cellulose fibres,Moistur& fire Resistance heavy duty fibre cement board, Type A,Category 4 conforming to IS 14862:2000.(for wet areas) 12.62.5 4 mm thick High Pressure Steam Cured non asbestos, pre-painted, self- embossed, designer cement boardType B, Category 3 conforming to IS 14862:2000 . of approved texture,design patterns 623 12.63 Extra for Circular cutting and wastages in ceiling with: board only (frame work) Natural colour insulating 12 mm thick board paid separately. 624 12.64 Extra for providing and fixing ceiling to curved surfaces in narrow widths 625 12.65 Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). 626 12.66 Providing and Fixing colour coated profile sheet of minimum 1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every 1 meter c/c for confirming genuinity of the material. The sheet shall be fixed using self- drilling /self-tapping screws of size (5.5x 55mm) 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 627 12.67 Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. 628 12.68 Providing and fixing expanded polystyrene (thermacol) false ceiling (frame work to be paid separately) : 12.68.1 With Type N - Normal 50 mm thick 12.68.2 With Type SE - Self Extinguishing type 50 mm thick 629 12.69 Providing and fixing false ceiling with fabric fixing with nail etc. (frame work and beading to be paid separately). 12.69.1 costing upto 70/- per metre, 12.69.2 Rs 70- 150 per meter 12.69.3 Upto 200 per meter 630 12.70 Providing and fixing perforated Aluminium panel ceiling of white/ natural satin colour supplied by approved manufacturers consisting of panel of standard size with bevel edge, panel length up to 6 m, coil Coated on a Continuous Paint Line suitable for Interior application, double baked and roll formed from enamelled corrosion resistance aluminium alloy AA 5050 (Al. Mg) for higher strength and good roll forming characteristics. Panel carrier shall be suspended by means of G.I. threaded rod having 6 mm diameter at a distance of 1.5 mtr. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.70.1 With panels of size 300mm wide X30mm deep X 0.7mm thick and panel carrier of size 40.5mm wide X 62mm deep X 0.9mm thick 12.70.2 With panels of size 150mm wide X 15.5 mm deep X 0.5mm thick and panel carrier of size 32mm wide X 39mm deep X 0.95mm thick 12.70.3 With panels of size 84mm wideX16mm deep X 0.5mm thick and panel carrier of size 62mm wide X 29mm deep X 0.95mm thick 631 12.71 Providing and fixing un-perforated Aluminium Panel ceiling Supplied by approved manufacturers of standard white/ natural satin shade consisting of panel 30 mm/80mm/130mm/180mm wide X 15 mm deep X 0.5mm /0.6mm thick respectively, with square edges having panel length up to 6 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 5050 (Al.Mg) for higher strength and good roll forming characteristics. The Carrier shall be suspended by means of G.I. suspension rod 4mm diameter, and a Galvanised suspension spring clip at a distance of 1.7mtrs centre to centre. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 632 12.72 Providing and fixing U Baffle Aluminium panel ceiling of different colors and finish supplied by approved manufacturers, consisting of panel size 50 mm width X 100 mm deep using 0.6 mm thick, panel length upto 4 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 3005 (Al. Mg) for higher strength and good roll forming characteristics. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The measurements shall be wall to wall without any deductions for lights, diffuses, columns etc. As an option, ceiling area above U Baffle can be painted by the contractor in black colour or any other colour as per the architect for better aesthetics before fixing this system. 12.72.1 Standard White / Natural Satin Shade 12.72.2 Wooden Finish 633 12.73 Supply & Fixing of perforated G.I false ceiling tile or plank using torsion spring fixing system supplied by approved manufacturer comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.5 mm thick or plank of 600mm wide and 1200 mm long manufactured out of 0.6mm thick galvanised steel perforated with 2 mm dia. at a distance of 5mm centre to centre. Non-woven felt made of glass- reinforced fibre glued over the perforation at the back side of panels to provide noise reduction co efficient up to 0.7 NRc. “Tee” sections, 3.6m long, with factory punched flanges to receive torsion spring assembly. Main Tee on centre spacing to match panel length. Cross runners 24 mm deep, inverted “Tee” sections designed to interlock in to web of main tee section on designated spacing. Cross tee length to match panel length. Cross tees are spaced at a spacing of 600 mm on centre maximum. The measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.73.1 Tile of 600 mm wide ,600 mm long and 0.5 mm thick 12.73.2 Plank of 600mm wide ,1200 mm long and 0.6mm thick 634 12.74 Providing and fixing of composite perforated Gypsum board with Glass wool Fiber panel of Size 595x595x25 mm with 10mm square Perforation tiles false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “ “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with 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 and drawings and as directed by Engineer-in-Charge. 635 12.75 Providing and fixing of Composite perforated MDF board with Glass wool Fiber panel of Size 595x595x18 mm 10mm Square Perforation tiles (Square /Tegular Edge) false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with 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 and drawings and as directed by Engineer-in-Charge. 636 12.76 Providing and fixing of Perforated Gypsum board with Acoustical Glass Fiber Tissue faced panel of Size 595x595x12.5mm, Square 10mm Perforation tiles (Square Edge) false ceiling panels in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with 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 and drawings and as directed by Engineer-in-Charge. 637 12.77 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance≥ 85%, Thermal Conductivity k = 0.052 -0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling usinggalvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) 638 12.78 Providing and fixing false ceiling at all heights with 15 mm thick integral densified micro look edged non- cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.80 grams per sqm) i.e. 50 mm long, 12 mm outer diameter M-6 dash fasteners with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 639 12.79 Providing and fixing false ceiling at all heights with 15 mm thick integral densified mirolook edge with BIO SAFE coating as per ISO 7251:2005, ISO 20743:2007 and ISO 21527-1:2008, making the tiles resistant to bacterial growth in case of any external bacterial contact made onto the surface of tiles, non-cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 640 12.80 Providing and fixing in position wall panelling at all heights with 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles., non-cementitious, reinforced with fibre and natural filler, having NRC (Noise Reduction Coefficient) of 0.10-0.20 for plain and designer 0.15-0.40 for pinhole texture and NRC 0.45-0.65 for fully perforated tiles as per IS 8225:1987, sound attenuation STA-32db. of 0.75 (minimum) as per IS 8225:1987, Light Reflectance of 85% (minimum), non-combustible as per BS:476 (part-4), 50-52% recycled content including fly ash, The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fibre joint tape roll 50mm wide (90 metre) roll and two coats of primer suitable for panelling as per manufacturers specification as per direction of engineer-in-charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles. 641 12.81 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge. 12.81.1 With semi perforated 12mm thick micro tegular edged GRG false ceiling tiles. 12.81.2 With fully perforated 10mm thick square edged GRG false ceiling tiles for sound proof and acoustic. 642 12.82 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped 387alvanized steel sections (387alvanized387 @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cros‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings 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 tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity 643 12.83 Providing and fixing upvc plank, Plank size (340 X 2700 ) mm as per approved shade, the panel shall be laser catted end of plank fixing j-trim fixed and corner edge of ceiling fixed u pvc clip same colour and providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 125 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,j trim end clip includes in this item any other item not be paid sepratly complete in all respect as per the directions of Engineer-in-Charge. . 644 12.84 Providing & Fixing PVC ceiling system profile panel with click system interlock panel size 4000mmx340mmx1mm resistance to weather perfect finish in wood grain & solid colour maintenance free Resistance to weather truly anti bacterial. with edge profile J-trim on periphery & center profile T-trim in panel joint Complete System to be fixed on G.I. framework of ceiling section at 450 mm distance with enter section suspended by roof by G.I. angle hanger in proper line & level etc complete . PRODUCT SPECIFICATIONS: Meets or exceeds the standard specification of (ASTM D-4477) and its referenced documents. observed. (Tested at 50 LBS) Tensile strength, MPa: >37.0 Tensile modulus, MPa: >2000 Surface distortion: None at 120F Squareness: <1/8” of square Length: Within ¼” of specification Lock control: Complies Color Change: <2 grayscales (16 hrs under 1200W/m2 UV radiation at 50 degrees) 645 12.85 Design built, supply and erection of Tensile (fabric) structure system including designing and fabrication in M.S. steel tubular structure as per Indian standard section as per approved design and shape including base plate, dash fastener, clits etc. Cutting, patterning, plotting and wielding of fabric with the help of tensile structure software. Fabric should be wielded by high frequency PVC wielding in proper line with PVC cader to be fixed on end of the fabric and to be stretched & fixed on M.S. design structure with the help of. M.S. Flat bar with self-taping screw. M.S. structure to be painted with one coat of epoxy primer with MRF PUpaint of approved colour in desired shape. With 1050 GSM tensile fabric 12.85.1 With precontraint tensile membrane 1050 GSM (20 years Warranty) 12.85.2 With precontraint tensile membrane 1050 GSM (15 Years warranty) 646 13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement : 4 sand) 13.1.2 1:6 (1 cement : 6 sand) 647 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 1:4 (1 cement : 4 sand) 13.2.2 1:6 (1 cement : 6 sand) 648 13.3 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement : 4 sand) 13.3.2 1:6 (1 cement : 6 sand) 649 13.4 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.4.1 1:3 (1 cement : 3 sand) 13.4.2 1:4 (1 cement : 4 sand) 650 13.5 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 13.5.1 1:3 (1 cement : 3 sand) 13.5.2 1:4 (1 cement : 4 sand) 651 13.6 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) finished with a top layer 6mm thick cement plaster 1:4 (1 cement : 4 sand). 652 13.7 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) and a top layer 6mm thick cement plaster 1:3 (1 cement : 3 sand) finished rough with sponge. 653 13.8 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) 654 13.9 6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 655 13.10 Neat cement punning 656 13.11 Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. Finished with ordinary cement. 657 13.12 Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. 658 13.13 Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete. 659 13.14 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 660 13.15 Extra for plastering 13.15.1 Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof 13.15.2 Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof 661 13.16 Extra for plastering on circular work not exceeding 6 m in radius: 13.16.1 In one coat 13.16.2 In two coats 662 13.17 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: 13.17.1 In one coat 13.17.2 In two coats 663 13.18 Extra for plastering Spherical, Groined ceiling, Flewing soffits. 13.18.1 Spherical ceiling 13.18.2 Groined ceiling 13.18.3 Flewing soffits 664 13.19 Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer- in- charge (Payment for providing grooves shall be made separately). 665 13.20 Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 666 13.21 Extra for washed grit plaster on exterior/interior walls of height more than 10m from ground/floor level for every additional height of 3 m or part thereof. 667 13.22 Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). 668 13.23 Forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 669 13.24 Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. 670 13.25 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part -1 and II) 1976, applied on hacked/ uneven background such as bare brick/ block/ RCC work on walls and ceiling at all floors and locations,excluding in wall which may come in contact with dampness finished in smooth line and level etc. complete. 671 13.26 Extra for addition of synthetic Polyester triangular fibre of length 6mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125gms. Of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge. 672 13.27 Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complete 673 13.27.1 G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height. 13.27.2 Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height. 674 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 sand) : 13.28.1 Flush Band 13.28.2 Sunk Band 13.28.3 Raised Band 13.28.4 Moulded Band 675 13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 sand): 13. 29.1 Flush Band 13. 29.2 Sunk Band 13. 29.3 Raised Band 13. 29.4 Moulded Band 676 13.30 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 sand) top layer 6mm thick with cement mortar 1:4(1 cement : 4 sand). 677 13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) : 13.31.1 Flush / Ruled/ Struck or weathered pointing. 13.31.2 Raised and cut pointing 13.31.3 Sunk pointing 678 13.32 Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). 13.32.1 Flush/ Ruled pointing 13.32.2 Raised and cut pointing 679 13.33 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust) 680 13.34 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 sand): Flush/ Ruled pointing 681 13.35 Extra for pointing on walls on the outside/inside at height more than 10 metre from ground/floor level for every additional height of 3 m or part there of. 682 13.36 Providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls. 683 13.37 Providing and fixing writing board green writing with chalk (regular modified polyster coated steel surface). of sizes. 13.37.1 size 1200mmx1800mm 13.37.2 size 1200mmx2400mm 13.37.3 size 1200mmx3000mm 684 13.38 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 685 13.39 Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. 686 13.40 Extra for lining out plaster to imitate stone or concrete blocks walling. 687 13.41 Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required. 688 13.42 Providing and applying special putty in two coats based materials varnish, Belgium chalk, turpentine oil, white paint, safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labouretc complete. 689 13.43 White washing with lime to give an even shade: New work (three or more coats) 690 13.44 Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime. 691 13.45 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 grams/ltr of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coat on new work. 692 13.46 Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work 693 13.47 Distempering by any mechanical or manual means with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.47.1 One coat. 13.47.2 Two coats. 694 13.48 Wall painting by any mechanical or manual means with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.48.1 One coat. 13.48.2 Two coats. 695 13.49 Wall painting by any mechanical or manual means with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade. 696 13.50 Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). 697 13.51 Finishing walls by only mechanical or manual means with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. 698 13.52 Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface 699 13.53 Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) 700 13.54 Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.54.1 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 or manufacture 13.54.2 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 or manufacture. 13.54.3 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. 701 13.55 Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: 13.55.1 One coat 13.55.2 Two coats 702 13.56 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. 13.56.1 On steel work 13.56.2 On concrete work 703 13.57 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. 704 13.58 Applying a coat of mordant solution on G.S. sheet : 13.58.1 With a solution of 38 gms of copper acetate in a litre of soft water 13.58.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water. 705 13.59 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 13.59.1 75 mm diameter pipes 13.59.2 100 mm diameter pipes 13.59.3 150 mm diameter pipes 706 13.60 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 13.60.1 75 mm diameter pipes 13.60.2 100 mm diameter pipes 13.60.3 150 mm diameter pipes 707 13.61 Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats) 708 13.62 Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 709 13.63 Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. 710 13.64 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 711 13.65 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 712 13.66 Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.66.1 One coat. 13.66.2 Two coats. 713 13.67 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. 13.67.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 13.67.2 With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre. 13.67.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. 714 13.68 Painting with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work. 715 13.69 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work. 716 13.70 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 717 13.71 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work 718 13.72 Varnishing with varnish of approved brand and manufacture: 13.72.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. 13.72.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. 719 13.73 French spirit polishing: Two or more coats on new works including a coat of wood filler. 720 13.74 Polishing on wood work with ready mixed wax polish of approved brand and manufacture: New work. 721 13.75 Lacqer polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying lacqer polish with air compressor. Two or more coats on new works including a coat of wood filler. 722 13.76 Mealamine polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. Two or more coats on new works including a coat of wood filler. 723 13.77 Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. 724 13.78 Lettering with black Japan paint of approved brand and manufacture. 725 13.79 Providing and applying flakes textured homogeneous wall finishing system consisting of a two component system of dry flakes (9.5kgs per/pack) made of a special grade of heat treated China clay with rigid homopolymer coated with fade resistant pigments and a 100% acrylic polymer Bonding agent (5kgs/pack) applied thickness of the coating being between 0.8-1.2mm, to be applied in single coat, on a cured, smooth level plaster surface without keying, as per the shades/ combinations approved, as per manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per direction/ supervision of the engineers-in-charge inclusive of one coat of primer on the base at all heights etc all complete. 726 13.80 Providing and applying Granules homogeneous wall finishing system consisting of a two component system of dry granules (25 kgs/pack) made of 92% silica particles coated with fade resistant pigments and a 100% acrylic Polymer Bonding agent (5 kgs/pack) with the applied thickness of coating as required to be applied in single coat, on a cured. Smooth level plaster surface without keying as per the shades/combinations approved. As per the manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per the directions/supervision of engineers in charge, all complete inclusive of primer on the base. 13.80.1 0.8-1.2mm thickness 13.80.2 2.0-2.5mm thickness 727 13.81 Providing and Applying Roto Wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co-polymer, to be applied by means of customized trowels (one for incorporating material on base and spreading and other for finishing) in single coat with a coating thickness of 2.0-2-2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base. 728 13.82 Providing and plastering over AAC masonary wall with polymer modified cement based readymix factory controlled mortar with self curing, eco- friendly, wet premix in a mechanical mixer in thickness as specified below, and covering area of 2.04 kg per sqm/mm thickness. The Bulk density of ready mix plaster may vary from 1300 to 1600 Kg/cum, Water powder ratio (as per manufacture’s direction) may vary from 18-22 % by weight or as specified by the manufacturer and compressive strength may vary from 8-9 Mpa. 13.82.1 6 mm thick plaster for internal walls 13.82.2 8 mm thick plaster for external walls exposed to weather. 729 13.83 Providing and fixing including Designing and UV printing on aluminium composite material (ACM) sheet in different sizes with 720DPI (Dot per inch) 13.83.1 ACP sheet 2mm thick 13.83.2 ACP sheet 3mm thick 13.83.3 ACP sheet 4mm thick 730 13.84 Providing and fixing including designing and UV printing on pvc foam sheet of different size with 720 DPI (Dot per inch) 13.84.1 PVC foam sheet 3.0 mm thick 13.84.2 PVC foam sheet 5.0 mm thick 13.84.3 PVC foam sheet 8.0 mm thick 731 13.85 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. 732 13.86 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over outer wall surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM and Fire retardant property as per DIN 4102, Part 1. XPS insulation of thickness 50mm shall be placed over brushed, algae free and levelled external wall by connecting the ship-laps joints and fixed by the washer and Self-Tapping Screw of suitable length at each corner and at distance 75mm from the edge and bitumen shall be applied over the joints and G.I. Expanded Mesh (Barfi Jali) shall be fixed over XPS board by a Self- Tapping Screw of suitable length at the centre of the board and 15mm PCC shall be applied over the board (paint of suitable choice can be used), all as per the directions of Engineer-in-Charge. 733 13.87 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorption < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 734 13.88 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 735 13.89 Scrapping/sand papering of existing surface with the help of mechanized sanding machine (having mechanical vaccum machine with bag for dust collection to make surface even and smooth) as per direction of Engineer-in- Charge. 736 13.90 Providing and applying 1 coat of Triple booster primer-resist dampness, efflorescence, alkali & at the same time improve top coat coverage by 15-20% @1.0 lt/ 10 sqm, which confirms certfication of IS 109/1968. It can be applied by Brush/ Spray Machine and the work shall be carried out as per secification& the direction of the Engineer-in-Charge. 737 13.91 Finishing walls with water based anti- germ paint of with VOC < 50 g/l, that kills disease causing germs, teflon based washability and Anti fungal properties in two or more coats @ 1.08 ltr / 10 sqm over priming coat of interior primer applied @ 1.08 ltr / 10 sqm of required shade including removing of all dust complete as per direction of Engineer- in-Charge and submission of challans of materials on enquiry. 738 13.92 Providing and applying in two coats of 250 micron thick each layer of epoxy coating on prepared surface (cost includes preparing the plastered surface smooth ready to receive epoxy coating) for operation theater walls in desired colour as per direction of Engineer-in-Charge. 739 14.1 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 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). 740 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead : 14.2.1 Door chowkhats 14.2.2 Window chowkhats 14.2.3 Clerestory window chowkhats 741 14.3 Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/ chemical fastener of appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats) including cost of dash fasteners/ chemical fastener. 742 14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish as directed by Engineer- in-charge. For door/ window/ clerestory window. 743 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 Float glass panes of thickness 4 mm 14.5.2 Float glass panes of thickness 5.5 mm 744 14.6 Renewing glass panes with now wooden fillets wherever necessary: 14.6.1 Float glass panes of thickness 4 mm 14.6.2 Float glass panes of thickness 5.5 mm 745 14.7 Renewing glass panes and refixing existing wooden fillets: 14.7.1 Float glass panes of thickness 4 mm 14.7.2 Float glass panes of thickness 5.5 mm 746 14.8 Supplying and fixing new wooden fillets wherever necessary: 14.8.1 2nd class teak wood fillets 14.8.2 Haldu/Bija/Kail wood fillets. 747 14.9 Renewal of old putty of glass panes (length). 748 14.10 Refixing old glass panes with putty and nails. 749 14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets). 750 14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 751 14.13 Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement : 4 sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : 14.13.1 Red/ white sand stone slabs 30 to 50 mm thick. 752 14.14 Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.14.1 Sal wood battens. 753 14.15 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.15.1 Not exceeding 4.00 metres in length. 14.15.1.1 Sal wood beams 14.15.1.2 Haldu/Bija/Kail wood fillets. 14.15.2 Above 4.00 metres and upto 5.00 metres length. 14.15.2.1 Sal wood beams 14.15.2.2 Haldu/Bija/Kail wood fillets. 754 14.16 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. 755 14.17 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. 756 14.18 Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand and manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. 757 14.19 Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. 758 14.20 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. 14.20.1 Wheel 50 mm dia. and below. 14.20.2 Wheel above 50 mm dia. 759 14.21 Providing and fixing 25 mm thick shutters for cupboard etc. : 14.21.1 Panelled or panelled and glazed shutters : 14.21.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2 Glazed shutters : 14.21.2.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 760 14.22 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10mm laths placed 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with: 14.22.1 Second class teak wood. 14.22.2 Hard wood, finger jointed 761 14.23 Providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.23.1 20 mm diameter. 14.23.2 25 mm diameter. 762 14.24 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. 763 14.25 Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: 14.25.1 Sal wood. 14.25.2 Haldu/Bija/Kail wood. 764 14.26 White washing with lime old work to give an even shade : 14.26.1 two or more coats 14.26.2 one or more coats 765 14.27 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 766 14.28 Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. 767 14.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: Old work (one or more coats). 768 14.30 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. 769 14.31 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Old work (one or more coats). 770 14.32 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.32.1 75 mm diameter pipes 14.32.2 100 mm diameter pipes 14.32.3 150 mm diameter pipes 771 14.33 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture on old work : 14.33.1 75 mm diameter pipes 14.33.2 100 mm diameter pipes 14.33.3 150 mm diameter pipes 772 14.34 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 14.34.1 75 mm diameter pipes 14.34.2 100 mm diameter pipes 14.34.3 150 mm diameter pipes 773 14.35 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 774 14.36 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work. 775 14.37 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. 776 14.38 Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work. 777 14.39 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. 778 14.40 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work. 779 14.41 French spirit polishing: One or more coats on old work. 780 14.42 Mealamine polishing on wood work by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying Mealamine polish with air compressor. One or more coats on old work. 781 14.43 Lacquer polishing on wood work by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying Lacquer polish with air compressor 14.43.1 One or more coats on old work. 782 14.44 Polishing on wood work with readymade wax polish of approved brand and manufacture : 14.44.1 Old work 783 14.45 Re-lettering with black Japan paint of approved brand and manufacture. 784 14.46 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 785 14.47 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 14.47.1 32 mm dia 14.47.2 40 mm dia 786 14.48 Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. As per manufacturers specification. One or more coats on old work. 787 14.49 Finishing walls with water proofing cement paint of required shade : 14.49.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. 788 14.50 Finishing walls with textured exterior paint of required shade : 14.50.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 14.50.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 789 14.51 Finishing walls with Acrylic Smooth exterior paint of required shade : 14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). 14.51.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). 790 14.52 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 14.52.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 14.52.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). 791 14.53 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 14.53.1 One or more coats applied on walls @ 0.85 ltr/10 sqm. 14.53.2 Painting wood work with Deluxe Multi Surface Paint of required shade. One or more coat applied @0.70 ltr/10 sqm 14.53.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. One or more coat applied @0.70 ltr/10 sqm. 792 14.54 Varnishing with varnish of approved brand and manufacture: 14.54.1 One or more coats with copal varnish. 14.54.2 One or more coats with spar varnish. 793 14.55 Melamine polishing on wood work (one or more coat). Old work 794 14.56 Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 795 14.57 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade. One or more coat on old work. 796 14.58 40 mm thick stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone / White sand stone) stone to be supplied by the department. 14.58.1 Rough chiseled dressed stone 14.58.2 Fine dressed stone 797 14.59 Coursed rubble masonry (second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 sand) (Stone shall be supplied by the department) 798 14.60 Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 799 14.61 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand) including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5mm) including making drainage opening wherever required etc. complete as per direction of Engineer-in- charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). 800 14.62 Colour washing with lime to give an even shade: 14.62.1 (one or more coats) 14.62.2 (two or more coats) 801 14.63 Conducting adequate nos. of scanning to detect the steel reinforcement in existing RCC elements by using ground/ Wall penetrating radar system to avoid the cutting of Main bars during drilling for inserting bolts etc. complete. 802 14.64 Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. 803 14.70 Rebaring of TMT bars by drilling hole & embedding bars of different diameter using epoxy grouting compound including all tools and tackles complete. 14.70.1 8 mm dia bar 10 mm dia hole 14.70.2 10 mm dia bar 12 mm dia hole 14.70.3 12 mm dia bar 16 mm dia hole 14.70.4 16 mm dia bar 20 mm dia hole 14.70.5 20 mm dia bar 25 mm dia hole 14.70.6 25 mm dia bar 32 mm dia hole 14.70.7 32 mm dia bar 40 mm dia hole 804 14.71 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 14.71.1 125x70x4 mm (ordinary type) 14.71.2 100x70x4 mm (ordinary type) 14.71.3 75x65x4 mm (heavy type) 14.71.4 75x40x2.5 mm (ordinary type) 14.71.5 50x40x2.5 mm (ordinary type) 805 14.72 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. 806 14.73 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 807 14.74 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of f tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 808 14.75 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer- incharge. 809 14.77 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 14.77.1 Bars upto 12 mm diameter 14.77.2 Bars above 12 mm diameter 810 14.78 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 14.78.1 Upto and including 12mm dia 811 14.83 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 14.83.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 14.83.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. 14.83.3 Epoxy injection grout in concrete/RCC work of approved make 812 14.85 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 813 14.88 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of L shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-incharge. 814 15.1 Demolishing lime concrete manually/by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge. 815 15.2 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). 816 15.3 Demolishing R.C.C. 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. 817 15.4 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. work (Payment shall be made on the cross sectional area of R.C.C. work) as per direction of Engineer-in- Charge. 818 15.5 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. work. 819 15.6 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. 820 15.6.1 In lime mortar with old mughal bricks. 15.6.2 In lime mortar. 15.6.3 In cement mortar. 821 15.7 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : 15.7.1 From brick work in lime mortar. 15.7.2 From brick work in cement mortar. 822 15.8 Demolishing stone rubble masonry 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: 15.8.1 In lime mortar. 15.8.2 In cement mortar. 823 15.9 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: 15.9.1 In lime mortar. 15.9.2 In cement mortar. 824 15.10 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : 15.10.1 In lime mortar. 15.10.2 In cement mortar. 825 15.11 Dismantling tile/ Kota stone/ Marble / Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 metres lead. 15.11.1 For thickness of tiles 10 mm to 25 mm. 15.11.2 For thickness of tiles above 25 mm and upto 40 mm. 826 15.12 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 827 15.13 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. 828 15.14 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.14.1 Of area 3 sq. metres and below. 15.14.2 Of area beyond 3 sq. metres. 829 15.15 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.15.1 Of area 3 sq. metres and below. 15.15.2 Of area beyond 3 sq. metres. 830 15.16 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: 15.16.1 Of sectional area below 40 square centimetres. 15.16.2 Of sectional area 40 square centimetres and above. 831 15.17 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : 15.17.1 Of sectional area below 40 square centimetres. 15.17.2 Of sectional area 40 square centimetres and above. 832 15.18 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : 15.18.2 Of sectional area below 40 square centimetres. 15.18.1 Of sectional area 40 square centimetres and above. 833 15.19 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.19.1 R.S. Joists 15.19.2 Channels, angles, tees and flats 834 15.20 Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. 835 15.21 Dismantling steel work manually/ by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of Engineer-in-Charge. 836 15.22 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres 837 15.23 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. 838 15.24 Extra for marking of structural steel work required to be re- erected. 839 15.25 Removal of old Tarfelt i/c disposal as directed by Engineer in charge. 840 15.26 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 841 15.27 Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: 15.27.1 G.S. Sheet 15.27.2 Asbestos/ Non asbestors sheet 842 15.28 Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 843 15.29 Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 844 15.30 Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. 845 15.31 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.31.1 T’ or ‘L’ iron or pipe 15.31.2 R.C.C. 846 15.32 Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. 847 15.33 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 848 15.34 Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. 849 15.35 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. 850 15.36 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : 15.36.1 Upto 10 mm thick 15.36.2 Thickness above 10 mm upto 25 mm 15.36.3 Thickness above 25 mm upto 40 mm 851 15.37 Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: 15.37.1 Thickness upto 40 mm 15.37.2 Thickness above 40 mm upto 75 mm 852 15.38 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 853 15.39 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 15.39.1 75 to 80 mm dia pipe. 15.39.2 100 mm dia pipe 15.39.3 150 mm dia pipe 854 15.40 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge : 15.40.1 15 mm to 40 mm nominal bore 15.40.2 Above 40 mm nominal bore 855 15.41 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as per direction of Engineer-in-Charge: 15.41.1 Upto 150 mm diameter 15.41.2 Above 150 mm dia upto 300 mm dia. 15.41.3 Above 300 mm diameter 856 15.42 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 857 15.43 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 858 15.44 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 859 15.45 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 860 15.46 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 15.46.1 Upto 150 mm diameter 15.46.2 Above 150 mm diameter 861 15.47 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 862 15.48 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 863 15.49 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 meters lead as directed by Engineer-in-Charge. 864 15.50 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 15.50.1 100 mm diameter 15.50.2 150 mm diameter 15.50.3 200 mm diameter 15.50.4 250 mm diameter 15.50.5 300 mm diameter 15.50.6 350 mm diameter 15.50.7 400 mm diameter 15.50.8 440 mm diameter 865 15.51 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 15.51.1 Rectangular manhole 90x80 cm and 45 cm deep 15.51.2 Rectangular manhole 120x90 cm and 90 cm deep. 15.51.3 Rectangular arch type manhole 140x90cm and 2.45m deep. 15.51.4 Circular manhole 122 cm diameter and 1.68 m deep 866 15.52 Extra for depth of manholes dismantled: 15.52.1 Rectangular manhole 90x80 cm and beyond 45 cm depth. 15.52.2 Rectangular manhole 120x90 cm and beyond 90 cm depth. 15.52.3 Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). 15.52.4 Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). 867 15.53 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. 868 15.54 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : 869 15.55 Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 870 15.56 Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 871 15.57 Demolishing R.B. 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. 872 15.58 Dismantling 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 : 15.58.1 Water bound macadam road 15.58.2 Bituminous road 873 15.59 Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge : 15.59.1 Up to 600 mm diameter 15.59.2 Above 600 mm diameter 874 15.60 Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge 15.60.1 Up to 150 mm diameter 15.60.2 Above 150 mm diameter 875 15.61 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. 876 15.62 Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead: 15.62.1 120 x 120 cm (outside to outside) 15.62.2 210 x 120 cm (outside to outside) 877 15.63 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. 878 15.64 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 879 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or S trap, 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 : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. 880 17.2 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 : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid 17.2.3 Providing and fixing AISI-304 (18/8) European type WC instead of white vitreous china pedestal type water closet. 881 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. 882 17.4 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat and lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required White vitreous china dual purpose WC pan with white solid plastic seat and lid with 10 liter low level flushing cistern i/c C.P. flush bend. 883 17.5 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 884 17.6 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.6.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. 17.6.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 17.6.3 Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern. 17.6.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. 885 17.7 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever require 17.7.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. 17.7.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. 17.7.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 17.7.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. 886 17.8 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.8.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern. 17.8.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. 17.8.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. 17.8.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. 887 17.9 Providing and fixing white vitreous china water less urinal of size 600x330x315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. 888 17.10 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-Charge. 889 17.11 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 : 17.11.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. 17.11.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. 17.11.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. 17.11.6 White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. 17.11.7 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. 17.11.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated lever ISI marked. 17.11.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. 17.11.10 Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paid sepratly). 17.11.11 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap 17.11.12 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. 890 17.12 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 891 17.13 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm. 892 17.14 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 : 17.14.1 Kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. 17.14.1.2 510x1040 mm bowl depth 225mm. 17.14.1.3 510x1040 mm bowl depth 200mm. 17.14.1.4 510x1040 mm bowl depth 178mm. 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. 17.14.2.2 610x460 mm bowl depth 200 mm. 17.14.2.3 470x420 mm bowl depth 178 mm. 893 17.15 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : 17.15.1 Size450x300x150mm 17.15.2 Size600x450x200mm 894 17.16 Providing and fixing White glazed fire clay draining board of size 600x450x25mm with C.I. brackets including painting of brackets, cutting and making good the walls wherever required. 895 17.17 Providing and fixing white vitreous china water closet squatting pan (Indian type) 17.17.1 Long pattern W.C. pan of size 580 mm 17.17.2 Orissa pattern W.C. pan of size 580x440 mm 896 17.18 Extra for using coloured W.C. pan instead of white W.C. pan Orissa pattern W.C. pan 580x440 mm 897 17.19 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 898 17.20 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 899 17.21 Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 17.21.1 250x130x30 mm 17.21.2 250x125x25 mm 900 17.22 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete. 10 litre capacity 17.22.1 White 17.22.2 coloured 901 17.23 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush capacity) 17.23.1 White 17.23.2 Coloured 902 17.24 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : 17.24.1 White 17.24.2 Black 17.24.3 Coloured (other than black and white) 903 17.25 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 904 17.26 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. 905 17.27 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm. 906 17.28 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 907 17.29 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 17.29.1 Flat back wash basin of size 630x450mm. 17.29.2 Flat back wash basin of size 550x400mm. 17.29.3 Angle back wash basin of size 600x480mm. 17.29.4 Angle back wash basin of size 400x400mm. 17.29.5 Flat back wash basin of size 450x300mm. 17.29.6 Surgeon type wash basin of size 660x460mm. 908 17.30 Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250mm. 909 17.31 Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: 17.31.1 Size 450x300x150 mm. 17.31.2 Size 600x450x200 mm. 910 17.32 Providing and fixing soil, waste and vent pipes: 17.32.1 Sand cast iron socket and spigot (S&S) pipe as per IS: 1729 17.32.1.1 75 mm dia with wall thickness of 5 mm 17.32.1.2 100 mm dia with wall thickness of 5 mm 17.32.2 Spun cast iron socket and spigot (S&S) pipe as per IS: 3989 17.32.2.1 75 mm dia with wall thickness of 3.5 mm 17.32.2.2 100 mm dia with wall thickness of 4 mm 17.32.2.3 150mm dia with wall thickness of 5mm 17.32.3 Hubless Centrifugally cast (spun) iron pipe epoxy coated in side & out side including complete coupling assembly (EPDM rubber gasket stainless steel claim and external metallic/ protective shield as per IS:15905) 17.32.3.1 75 mm dia with wall thickness of 3.5 mm 17.32.3.2 100 mm dia with wall thickness of 3.5mm 17.32.3.3 150mm dia with wall thickness of 4 mm 911 17.33 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement : 2 sand) in S.C.I./ C.I. Pipes : 17.33.1 75 mm dia pipe 17.33.2 100 mm dia pipe 912 17.34 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 17.34.1 For 75 mm dia pipe 17.34.2 For 100 mm dia pipe 17.34.3 For 150 mm dia pipe 913 17.35 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.35.1 150 mm dia 17.35.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.35.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.35.2 100 mm dia 17.35.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.35.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.35.3 75 mm dia 17.35.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5 mm 17.35.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.35.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 914 17.36 Providing and fixing plain bend of required degree. 17.36.1 150 mm dia 17.36.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.36.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.36.2 100 mm dia 17.36.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.36.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.36.3 75 mm dia 17.36.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.36.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 915 17.37 Providing and fixing heel rest sanitary bend 17.37.1 100 mm dia 17.37.1.1 Sand cast iron as per IS - 1729 17.37.1.2 Spun cast iron as per IS - 3989 17.37.2 75 mm dia 17.37.2.1 Sand cast iron as per IS - 1729 17.37.2.2 Spun cast iron as per IS - 3989 916 17.38 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.38.1.1 150X150X150X150 17.38.1.2 Sand cast iron as per IS - 3989 17.38.2 100x100x100x100mm 17.38.2.1 Sand cast iron as per IS - 1729 17.38.2.2 Spun cast iron as per IS - 3989 17.38.3 75x75x75x75mm 17.38.3.1 Sand cast iron as per IS - 1729 17.38.3.2 Spun cast iron as per IS - 3989 917 17.39 Providing and fixing double equal plain junction of required degree. 17.39.1 150X150X150X150 mm 17.39.1.1 Sand cast iron as per IS - 3989 17.39.2 100x100x100x100mm 17.39.2.1 Sand cast iron as per IS – 1729 17.39.2.2 Spun cast iron as per IS – 3989 17.39.2.3 Hubless cast(spun) iron as per IS- 15905 17.39.3 75x75x75x75 mm 17.39.3.1 Sand cast iron as per IS – 1729 17.39.3.2 Spun cast iron as per IS – 3989 17.39.3.3 Hubless cast(spun) iron as per IS- 15905 918 17.40 Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.40.1 150X150X150 mm 17.40.1.1 Spun cast iron as per IS - 3989 17.40.2 100x100x100 mm 17.40.2.1 Sand cast iron as per IS - 1729 17.40.2.2 Spun cast iron as per IS - 3989 17.40.3 75x75x75 mm 17.40.3.1 Sand cast iron as per IS - 1729 17.40.3.2 Spun cast iron as per IS - 3989 919 17.41 Providing and fixing single equal plain junction of required degree : 17.41.1 150X150X150 mm 17.41.1.1 Spun cast iron as per IS - 3989 17.41.2 100x100x100 mm 17.41.2.1 Sand cast iron as per IS – 1729 17.41.2.2 Spun cast iron as per IS – 3989 17.41.2.3 Hubless cast(spun) iron as per IS- 15905 17.41.3 75x75x75 mm 17.41.3.1 Sand cast iron as per IS – 1729 17.41.3.2 Spun cast iron as per IS – 3989 17.41.3.3 Hubless cast(spun) iron as per IS- 15905 920 17.42 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75x75 mm 17.42.1 Sand cast iron as per IS - 1729 17.42.2 Spun cast iron as per IS - 3989 921 17.43 Providing and fixing double unequal plain junction of required degree: 100x100x75x75 mm 17.43.1.1 Sand cast iron as per IS – 1729 17.43.1.2 Spun cast iron as per IS – 3989 17.43.1.3 Hubless cast(spun) iron as per IS- 15905 922 17.44 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm 17.44.1 Sand cast iron as per IS - 1729 17.44.2 Spun cast iron as per IS - 3989 923 17.45 Providing and fixing single unequal plain junction of required degree : 100x100x75 mm 17.45.1 Sand cast iron as per IS – 1729 17.45.2 Spun cast iron as per IS – 3989 17.45.3 Hubless cast(spun) iron as per IS- 15905 924 17.46 Providing and fixing double equal plain invert branch of required degree: 17.46.1 100x100x100x100 mm 17.46.1.1 Sand cast iron as per IS - 1729 17.46.1.2 Sand cast iron as per IS - 3989 17.46.1.3 Hubless cast(spun) iron as per IS- 15905 17.46.2 75x75x75x75 mm 17.46.2.1 Sand cast iron as per IS - 1729 17.46.2.2 Spun cast iron as per IS - 3989 925 17.47 Providing and fixing single equal plain invert branch of required degree: 17.47.1 100x100x100 mm 17.47.1.1 Sand cast iron as per IS - 1729 17.47.1.2 Sand cast iron as per IS - 3989 17.47.1.3 Hubless cast(spun) iron as per IS- 15905 17.47.2 75x75x75 mm 17.47.2.1 Sand cast iron as per IS - 1729 17.47.2.2 Sand cast iron as per IS - 3989 17.47.2.3 Hubless cast(spun) iron as per IS- 15905 926 17.48 Providing and fixing double unequal invert branch of required degree : 100x100x75x75 mm 17.48.1 Sand cast iron as per IS - 1729 17.48.2 Spun cast iron as per IS - 3989 927 17.49 Providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm 17.49.1 Sand cast iron as per IS - 1729 17.49.2 Spun cast iron as per IS - 3989 17.49.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 928 17.50 Providing and fixing sand cast iron S&S off sets as per IS: 1729 17.50.1 76 mm off sets 17.50.1.1 With 75 mm dia pipe 17.50.1.2 With 100 mm dia pipe 17.50.2 114 mm off sets 17.50.2.1 With 75 mm dia pipe 17.50.2.2 With 100 mm dia pipe 17.50.3 152 mm off sets 17.50.3.1 With 75 mm dia pipe 17.50.3.2 With 100 mm dia pipe 929 17.51 Providing and fixing sand cast iron S&S off sets as per IS: 3989. 17.51.1 75 mm off sets 17.51.1.1 With 75 mm dia pipe 17.51.1.2 With 100 mm dia pipe 17.51.1.3 With 150 mm dia pipe 17.51.2 150 mm off sets 17.51.2.1 With 75 mm dia pipe 17.51.2.2 With 100 mm dia pipe 17.51.2.3 With 150 mm dia pipe 930 17.52 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete : 17.52.1 100 mm 17.52.1.1 Sand cast iron as per IS - 1729 17.52.1.2 Spun cast iron as per IS - 3989 17.52.2 75 mm 17.52.2.1 Sand cast iron as per IS - 1729 17.52.2.2 Spun cast iron as per IS - 3989 931 17.53 Providing and fixing terminal guard: 17.53.1 150mm 17.53.1.1 Sand cast iron as per IS - 1729 17.53.1.2 Spun cast iron as per IS - 3989 17.53.1.3 Hubless cast(spun) iron as per IS- 15905 17.53.2 100 mm 17.53.2.1 Sand cast iron as per IS - 1729 17.53.2.2 Spun cast iron as per IS - 3989 17.35.2.3 Hubless cast(spun) iron as per IS-15905 17.53.3 75 mm 17.53.3.1 Sand cast iron as per IS - 1729 17.53.3.2 Spun cast iron as per IS - 3989 17.53.3.3 Hubless cast(spun) iron as per IS- 15905 932 17.54 Providing and fixing collar: 17.54.1 100 mm 17.54.1.1 Sand cast iron S & S as per IS - 1729 17.54.1.2 Sand cast iron S & S as per IS - 3989 17.54.2 75 mm 17.54.2.1 Sand cast iron S & S as per IS - 1729 17.54.2.2 Sand cast iron S & S as per IS- 3989 933 17.55 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter: 17.55.1 150mm 17.55.2 100 mm 17.55.3 75 mm 934 17.56 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 17.56.1 100 mm dia 17.56.2 75 mm dia 935 17.57 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 : 17.57.1 100 mm inlet and 100 mm outlet 17.57.1.1 Spun cast iron S & S as per IS: 3989. 17.57.1.2 Sand Cast iron S & S as per IS: 1729. 17.57.1.3 Hubless cast(spun) iron as per IS-15905 17.57.2 100 mm inlet and 75 mm outlet 17.57.2.1 Sand cast iron S & S as per IS - 3989 17.57.2.2 Spun Cast iron S & S as per IS- 1729. 17.57.2.3 Hubless cast(spun) iron as per IS- 15905 936 17.58 Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm) 17.58.1 75 mm diameter 17.58.2 110 mm diameter 937 17.59 Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 17.59.1 Coupler 17.59.1.1 75 mm 17.59.1.2 110 mm 17.59.2 Single pushfit Coupler 17.59.2.1 75 mm 17.59.2.2 110 mm 17.59.3 Single tee with door 17.59.3.1 75x75x75 mm 17.59.3.2 110x110x110 mm 17.59.4 Single tee without door 17.59.4.1 75x75x75 mm 17.59.4.2 110x110x110 mm 17.59.5 Bend 87.50 17.59.5.1 75 mm bend 17.59.5.2 110 mm bend 938 17.60 Providing and fixing Unplasticised - PVC pipe clips of approved design to Unplasticised - PVC soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete. 17.60.1 75 mm 17.60.2 110 mm 939 17.61 Providing and fixing UPVC trap of self cleaning design complete. Including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet 940 17.62 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, and washers of size 25x6mm, one bolts on each side of the pipe. 17.62.1 Total bracket length 580mm of approved shape and design (for single, 100mm dia pipe). 17.62.2 Total bracket length 810mm of approved shape and design (for two, 100mm dia pipes). 17.62.3 Total bracket length 1040mm of approved shape and design (for three, 100mm dia pipes). 941 17.63 Cutting chases in brick masonry walls (clay brick/flyash brick/AAC blocks) 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 sand :6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) : 17.63.1 100 mm dia 17.63.2 75 mm dia 17.63.3 50 mm dia 942 17.64 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.64.1 Semi rigid pipe 17.64.1.1 32 mm dia 17.64.1.2 40 mm dia 17.64.2 Flexible pipe (only in residential & complaxes) 17.64.2.1 32 mm dia 17.64.2.2 40 mm dia 943 17.65 Providing and fixing 100 mm sand cast Iron grating for gully trap. 944 17.66 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. 945 17.67 Providing and fixing bevelled 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. 946 17.68 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shape with 6 mm thick hard board backing 17.68.1 Circular shape 450mm dia. 17.68.2 Rectangular shape 453x357mm 17.68.3 Oval shape 450x350mm (outer dimensions) 17.68.4 Rectangular shape 1500x450 mm 947 17.69 Providing and fixing glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 948 17.70 Providing and fixing toilet paper holder: 17.70.1 C.P. brass 17.70.2 Vitreous china 949 17.71 Providing and fixing CP brass waste coupling of approved quality and make for sink and wash basin. 17.71.1 Waste coupling 31mm of 79mm length and 62mm breadth 17.71.2 Waste coupling 38mm of 83mm length and 77mm breadth 950 17.72 Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin. 951 17.73 Providing and fixing CP brass towel rail of approved quality and make 17.73.1 600x20mm 17.73.2 450x20mm 952 17.74 Providing and fixing CP brass towel ring of approved quality and make 200mm dia ring 953 17.75 Providing and fixing CP brass soap dish of approved quality and make 954 17.76 Providing and fixing CP brass Urinal spreader of approved quality and make 955 17.77 Providing and fixing C.P. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming to IS: specification. 956 17.78 Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification. 17.78.1 100 mm dia. 957 17.79 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.79.1 Waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45gms. 17.79.2 Waste coupling 38mm dia of 83mm length and 77mm breadth, weighing not less than 60gms. 958 17.80 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.80.1 Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. 17.80.2 Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. 959 17.81 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm 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. 960 17.82 Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. 961 17.83 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 colour. 17.83.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 17.83.2 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. 962 17.84 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. 963 17.85 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. 964 17.86 Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. 965 17.87 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. 966 17.88 Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality) on the outside surface of the cistern, flush pipe, other fittings, etc. complete for new work. 967 17.89 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary. 968 17.90 Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe, other fittings etc. complete. 969 17.91 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 17.91.1 75 mm diameter pipe 17.91.2 100 mm diameter pipe 17.91.3 150 mm diameter pipe 970 17.92 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc : 17.92.1 75 mm diameter pipe 17.92.2 100 mm diameter pipe 17.92.3 150 mm diameter pipe 971 17.93 Repainting bath tub of size 1700x730x430mm with enamel paint. 972 17.94 Providing and laying Ceramic glazed half round pipe drain (having thickness 9 to 10mm) of approved make in colours such as White, Ivory, Grey, or any other colour, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 17.94.1 100 mm dia half round pipe 17.94.2 150 mm dia half round pipe 17.94.3 200mm dia half round pipe 973 17.99 Construction of manually operated fire based incinerator for girls-toilet i/c (i)   Fire and ash collection chamber 0.60x0.60 m, made of calcium silicate bricks, having 12mm dia steel bars grating @10 cm c/c, i/c MS mesh weldedon top including 300 mm x 450 mm MS openable door of half grill and half MS plate (3mm thick ).(ii)     0.40 m X 0.40 m duct made of 1.6 mm thick MS sheet for dropping napkins from the toilet opening.(iv) 150mm dia Class C heavy duty MS pipe conforming to IS 3589/1239 for gas emission with cowel, up to 2.10 meter height above terrace level.(v) Opening in wall having MS flap (1.6mm thick) of size 0.25X 0.25 m, finished with granite.etc complete as per standard drawing no. 5313-B-NB4-9919- R1 dated 21.02.2017 17.99.1 For ground floor buildings. 17.99.2 For Ground floor & Ist floor buildings. 17.99.3 Add extra for every additional floor above Ist floor. 974 17.95 Providing and fixing coupler for PVC pipes & fittings waste/rain water/drainage disposal of superior Indian make (as approved by Engineer incharge) i/c jointing with rubber rings, adhesive, lubricant,solvent cement PVC clips or burried underground i/c making necessary chases and holes in walls, floors or trenching complete with making good or i/c excavation and refilling as per site requirement with testing etc.complete. FOR WASH BASIN CONNECTION (40mm diameter) 975 18.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia Pipes. 18.6.1.2 20 mm nominal outer dia .Pipes. 18.6.1.3 25 mm nominal outer dia .Pipes. 18.6.1.4 32 mm nominal outer dia Pipes. 18.6.1.5 40 mm nominal outer dia Pipes. 18.6.1.6 50 mm nominal outer dia .Pipes. 18.6.2 Concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .Pipes. 18.6.2.2 20 mm nominal outer dia .Pipes. 18.6.2.3 25 mm nominal outer dia Pipes. 18.6.2.4 32 mm nominal outer dia Pipes. 976 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work 18.7.1 15 mm nominal outer dia Pipes. 18.7.2 20 mm nominal outer dia .Pipes. 18.7.3 25 mm nominal outer dia Pipes. 18.7.4 32 mm nominal outer dia .Pipes. 18.7.5 40 mm nominal outer dia Pipes. 18.7.6 50 mm nominal outer dia .Pipes. 18.7.7 62.50 mm nominal inner dia Pipes. 18.7.8 75 mm nominal inner dia .Pipes. 18.7.9 100mm nominal inner dia .Pipes. 18.7.10 150 mm nominal inner dia Pipes. 977 18.8 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 18.8.1 Internal work - Exposed on wall 18.8.1.1 15 mm dia. nominal bore 18.8.1.2 20 mm dia. nominal bore 18.8.1.3 25 mm dia. nominal bore 18.8.1.4 32 mm dia. nominal bore 18.8.1.5 40 mm dia. nominal bore 18.8.1.6 50 mm dia. nominal bore 18.8.2 Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 18.8.2.1 15 mm dia nominal bore 18.8.2.2 20 mm dia nominal bore 18.8.3 External work : including trenching and refilling etc. 18.8.3.1 15 mm dia. nominal bore 18.8.3.2 20 mm dia. nominal bore 18.8.3.3 25 mm dia. nominal bore 18.8.3.4 32 mm dia. nominal bore 18.8.3.5 40 mm dia. nominal bore 18.8.3.6 50 mm dia. nominal bore 18.8.3.7 65 mm dia. nominal bore 18.8.3.8 80 mm dia. nominal bore 978 18.9 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) 18.9.1 Internal work - Exposed on wall 18.9.1.1 15.88 mm outer diapipe 18.9. 1.2 22.22 mm outer diapipe 18.9.1.3 28.58 mm outer diapipe 18.9.1.4 34.00 mm outer dia Pipe 18.9.1.5 42.70 mm outer dia Pipe 18.9.1.6 48.60 mm outer dia Pipe 18.9.2 Internal work - Concealed Pipe 18.9.2.1 15.88 mm outer dia .Pipes. 18.9.2.2 22.22 mm Outer diaPipes 979 18.12 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.12.1 With C.I. wheel of approved quality (screwed end) 18.12.1.1 25 mm nominal bore 18.12.1.2 32 mm nominal bore. 18.12.1.3 40 mm nominal bore 18.12.1.4 50 mm nominal bore 18.12.1.5 65 mm nominal bore 18.12.1.6 80 mm nominal bore 18.12.2 With brass lever handle of approved quality. 18.12.2.1 25 mm nominal bore 18.12.2.2 32 mm nominal bore. 18.12.2.3 40 mm nominal bore 18.12.2.4 50 mm nominal bore 980 18.13 Providing and fixing CPVC gate valve with knob of approved quality. 18.13.1 25 mm nominal bore 18.13.2 32 mm nominal bore. 18.13.3 40 mm nominal bore 18.13.4 50 mm nominal bore 981 18.14 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.14.1 15 mm nominal bore 18.14.2 20 mm nominal bore 18.14 3 25 mm nominal bore 982 18.15 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.15.1 25 mm nominal bore 18.15.1.1 Horizontal 18.15.1.2 Vertical 18.15.2 32 mm nominal bore 18.15.2.1 Horizontal 18.15.2.2 Vertical 18.15.3 40 mm nominal bore 18.15.3.1 Horizontal 18.15.3.2 Vertical 18.15.4 50 mm nominal bore 18.15.4.1 Horizontal 18.15.4.2 Vertical 18.15.5 65 mm nominal bore 18.15.5.1 Horizontal 18.15.5.2 Vertical 18.15.6 80 mm nominal bore 18.15.6.1 Horizontal 18.15.6.2 Vertical 983 18.16 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.16.1 15 mm nominal bore 18.16.2 20 mm nominal bore 18.16.3 25 mm nominal bore 984 18.17 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore 18.17.1.2 20 mm nominal bore 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore 18.17.2.2 20 mm nominal bore 985 18.18 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :- 18.18.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.18.2 With well burnt flyash bricks of 50 kg/sqm compressive strength. 986 18.19 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design 18.19.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.19.2 With flyash bricks of 50 kg/cm2 strength 987 18.20 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.20.1 With common burnt clay bricks of 25 kg/cm2 compressive strength. 18.20.2 With flyash bricks of 50kg/cm2 strength. 988 18.21 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.21.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.21.2 With flyash bricks of 50kg/sqm compressive strength. 989 18.22 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 18.22.1 15 mm diameter pipe. 18.22.2 20 mm diameter pipe. 18.22.3 25 mm diameter pipe. 18.22.4 32 mm diameter pipe. 18.22.5 40 mm diameter pipe. 18.22.6 50 mm diameter pipe. 990 18.23 Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.23.1 15 mm diameter pipe. 18.23.2 20 mm diameter pipe. 18.23.3 25 mm diameter pipe 18.23.4 32 mm diameter pipe 18.23.5 40 mm diameter pipe 18.23.6 50 mm diameter pipe 991 18.24 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.24.1 15 mm diameter pipe 18.24.2 20 mm diameter pipe 18.24.3 25 mm diameter pipe 18.24.4 32 mm diameter pipe 18.24.5 40 mm diameter pipe 18.24.6 50 mm diameter pipe 18.24.7 65 mm diameter pipe 18.24.8 80 mm diameter pipe 992 18.25 Providing and filling sand all-round the G.I. pipes in external work. 18.25.1 15 mm diameter pipe 18.25.2 20 mm diameter pipe 18.25.3 25 mm diameter pipe 18.25.4 32 mm diameter pipe 18.25.5 40 mm diameter pipe 18.25.6 50 mm diameter pipe 18.25.7 65 mm diameter pipe 18.25.8 80 mm diameter pipe 993 18.26 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.26.1 15 mm nominal bore 18.26.2 20 mm nominal bore 18.26.3 25 mm nominal bore 18.26.4 32 mm nominal bore 18.26.5 40 mm nominal bore 18.26.6 50mm nominal bore 18.26.7 65mm nominal bore 18.26.8 80 mm nominal bore 994 18.27 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.27.1 15 mm nominal bore. 18.27.2 20 mm nominal bore. 18.27.3 25 mm nominal bore. 18.27.4 32 mm nominal bore. 18.27.5 40 mm nominal bore. 18.27.6 50 mm nominal bore. 18.27.7 65 mm nominal bore. 18.27.8 80 mm nominal bore. 995 18.28 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 996 18.29 Providing and fixing brass bib cock of approved quality 18.29.1 15 mm nominal bore 18.29.2 20 mm nominal bore 997 18.30 Providing and fixing brass stop cock of approved quality : 18.30.1 15 mm nominal bore 18.30.2 20 mm nominal bore 998 18.31 Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931, and weighing not less then 400 kg, 15 mm nominal bore. 999 18.32 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. 1000 18.33 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal bore 1001 18.34 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. 1002 18.35 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 1003 18.36 Providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 15 mm nominal bore. 1004 18.37 Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. nd weighing not less than 650 gm,a15 mm nominal bore 125 mm long foam flow. 1005 18.38 Providing and fixing C.P. brass basin mixer of approved quality and make conforming to IS: specification.15 mm nominal bore. 1006 18.39 Providing and fixing C.P. brass wall mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1007 18.40 Providing and fixing C.P. brass sink mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1008 18.41 Providing and fixing C.P. brass elbow operated bibcock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1009 18.42 Providing and fixing C.P. brass elbow operated pillar cock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1010 18.43 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.43.1 100 mm diameter 18.43.2 150 mm diameter 18.43.3 200 mm diameter 1011 18.44 Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 18.44.1 86 mm long weighing not less than 88 gm 18.44.2 122 mm long weighing not less than 99 gm 18.44.3 165mm long weighing not less than 110 gm 18.44.4 90mm long weighing not less than 93 gm 1012 18.45 Providing and fixing PTMT stop cock of approved quality and colour. 18.45.1 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. 18.45.2 20mm nominal bore, 89mm long. Weighing not less than 88 gms. 18.45.3 Concealed stop cock, 15mm nominal bore, 108mm long. Weighing not less than 108 gms. 1013 18.46 Providing and fixing PTMT pillar cock of approved quality and colour. 18.46.1 15mm nominal bore, 107mm long. Weighing not less than 110 gms. 18.46.2 15mm nominal bore, 125mm long foam flow weighing not less than 120 gms. 1014 18.47 Providing and fixing PTMT, push cock of approved quality and colour. 18.47.1 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. 18.47.2 15 mm nominal bore, 80mm long weighing not less than 46 gms. 1015 18.48 Providing and fixing PTMT grating of approved quality and colour. 18.48.1 Circular type. 18.48.1.1 100 mm nominal dia. 18.48.1.2 125 mm nominal dia with 25 mm waste hole. 18.48.2 Rectangular type with openable circular lid. 18.48.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating. 1016 18.49 Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. 1017 18.50 Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40gms. 1018 18.51 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.51.1 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. 18.51.2 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. 18.51.3 25 mm nominal bore, 152mm long. Weighing not less than 440 gms. 18.51.4 40mm nominal bore, 206mm long. Weighing not less than 690 gms. 18.51.5 50mm nominal bore, 242mm long. Weighing not less than 1240 gms. 1019 18.52 Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour 15 mm nominal bore 18.52.1 30cm length. 18.52.2 45 cm length. 1020 18.53 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 18.53.1 15 mm nominal bore.Weighing not less than 32 gms. 18.53.2 20mm nominal bore.Weighing not less than 40gms. 18.53.3 25mm nominal bore.Weighing not less than 62 gms. 1021 18.54 Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 18.54.1 80 mm nominal bore 18.54.2 100 mm nominal bore 18.54.3 150 mm nominal bore 18.54.4 200 mm nominal bore 1022 18.55 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.55.1 80 mm nominal bore 18.55.2 100 mm nominal bore 18.55.3 150 mm nominal bore 18.55.4 200 mm nominal bore 1023 18.56 Cutting holes upto 30x30 cm in walls including making good the same : With common burnt clay bricks of 25 kg /sqcmor flyash bricks of 50 kg/cm2compressive strength. 1024 18.57 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 1025 18.58 Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1026 18.59 Making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. 1027 18.60 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.60.1 25 to 40 mm nominal bore 18.60.2 50 to 80 mm nominal bore 1028 18.61 Providing and fixing CP jet assembly to including connection etc complete. 1029 18.62 Providing and fixing ferro- cement water storage tank with cover, having minimum thickness of 10mm. The wall to be reinforced with two layers of double galvanized annealed square wooven wire mesh of 20 gauge wire spaced at 15mm for 300 litre capacity and 12mm for 450 to 2500 litres capacity finish with 3 layers of Cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals (Burogrout and Buroseal) The tank should conform to the specification prescribed by Structural Engineering Research Centre Roorkee/Gaziabad. The tanks to be painted with drinking water paint inside and aluminimum paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position upto floor two level or 5 M. height. 1030 18.63 Add extra for additional floor lift beyond 5.0M.height. 1031 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.1.1 100 mm diameter 19.1.2 150 mm diameter 19.1.3 200 mm diameter 19.1.4 230 mm diameter 19.1.5 250 mm diameter 19.1.6 300 mm diameter 1032 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 19.2.1 100 mm diameter S.W. pipe 19.2.2 150 mm diameter S.W. pipe 19.2.3 200 mm diameter S.W. pipe 19.2.4 230 mm diameter S.W. pipe 19.2.5 250 mm diameter S.W. pipe 19.2.6 300 mm diameter S.W. pipe 1033 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.1 100 mm diameter S.W. pipe 19.3.2 150 mm diameter S.W. pipe 19.3.3 200 mm diameter S.W. pipe 19.3.4 230 mm diameter S.W. pipe 19.3.5 250 mm diameter S.W. pipe 19.3.6 300 mm diameter S.W. pipe 1034 19.4 Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 19.4.1 110 mm diameter OD (min. wall thickness 3.2mm) 19.4.2 160 mm diameter OD (min. wall thickness 4.0mm) 19.4.3 200 mm diameter OD (min. wall thickness 4.9mm) 19.4.4 250 mm diameter OD (min. wall thickness 6.2mm) 19.4.5 300 mm diameter OD (min. wall thickness 7.7mm) 1035 19.5 Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design: 19.5.1 110 mm diameter PVC. pipe 19.5.2 160 mm diameter PVC. pipe 19.5.3 200 mm diameter PVC. pipe 19.5.4 250 mm diameter PVC. pipe 19.5.5 300 mm diameter PVC pipe 1036 19.6 Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : 19.6.1 110 mm diameter PVC. pipe 19.6.2 160 mm diameter PVC. pipe 19.6.3 200 mm diameter PVC. pipe 19.6.4 250 mm diameter PVC. Pipe 19.6.5 300 mm diameter PVC pipe 1037 19.7 Providing and fixing square- mouth S.W. gully trap class SP1 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 : 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks 19.7.1.2 With Sewer bricks conforming to IS : 4885 19.7.2 150 x 100 mm size P type. 19.7.2.1 With well burnt bricks 19.7.2.2 With sewer bricks conforming to IS : 4885 19.7.3 180x150 mm size P type 19.7.3.1 With well burnt bricks 19.7.3.2 With Sewer bricks conforming to IS : 4885 1038 19.8 Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : 19.8.1 100 mm dia. R.C.C. pipe 19.8.2 150 mm dia. R.C.C. pipe 19.8.3 250 mm dia. R.C.C. pipe 19.8.4 300 mm dia. R.C.C. pipe 19.8.5 450 mm dia. R.C.C. pipe 19.8.6 500 mm dia. R.C.C. pipe 19.8.7 600 mm dia. R.C.C. pipe 1039 19.9 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design 19.9.1 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) : 19.9.1.1 With well burnt bricks 19.9.1.2 With Sewer bricks conforming to IS : 4885 19.9.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.9.2.1 With well burnt bricks 19.9.2.2 With Sewer bricks conforming to IS : 4885 19.9.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : 19.9.3.1 With well burnt bricks 19.9.3.2 With Sewer bricks conforming to IS : 4885 1040 19.10 Extra for depth for manholes 19.10.1 Size 90x80 cm 19.10.1.1 With well burnt bricks 19.10.1.2 With Sewer bricks conforming to IS : 4885 19.10.2 Size 120x90 cm 19.10.2.1 With well burnt bricks 19.10.2.2 With Sewer bricks conforming to IS : 4885 1041 19.11 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.11.1 With well burnt bricks 19.11.2 With Sewer bricks conforming to IS : 4885 1042 19.12 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m 19.12.1 With well burnt bricks 19.12.2 With Sewer bricks conforming IS : 4885 1043 19.13 Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) 19.13.1 With well burnt bricks 19.13.2 With Sewer bricks conforming IS : 4885 1044 19.14 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.14.1 With well burnt bricks 19.14.2 With Sewer bricks conforming IS : 4885 1045 19.15 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.15.1 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.15.1.1 With well burnt bricks 19.15.1.2 With Sewer bricks conforming IS : 4885 1046 19.16 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : 19.16.1 With well burnt bricks 19.16.2 With Sewer bricks conforming IS : 4885 1047 19.17 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.17.1 With 20x20 mm square bar 19.17.2 With 20 mm diameter round bar 1048 19.18 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1049 19.19 Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size): 19.19.1 With 20x20 mm square bar 19.19.2 With 20 mm diameter round bar 1050 19.20 Supplying and fixing C.I. cover without frame for manholes : 19.20.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 19.20.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. 19.20.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. 1051 19.21 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.21.1 Light duty D- 2.5 19.21.1.1 Rectangular shape 600x450mm internal dimensions 19.21.1.2 Square shape 450mm internal dimensions 19.21.1.3 Circular shape 450mm internal diameter 19.21.2 Medium duty - 10 19.21.2.1 Square shape 450mm internal dimension 19.21.2.2 Circular shape 500mm internal diameter 19.21.3 Heavy duty D - 20 19.21.3.1 Circular shape 560 mm internal diameter 19.21.4 Extra Heavy Duty - 35 19.21.4.1 Circular shape 560 mm internal dia. 1052 19.22 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. 1053 19.23 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.23.1 For pipes 100 to 230 mm diameter 19.23.2 For pipes 250 to 300 mm diameter 19.23.3 For pipes 350 to 450 mm diameter 1054 19.24 Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with cement mortar 1:1 (1 cement : 1 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 19.24.1 100 mm dia. sand cast iron drop connection 19.24.2 150 mm dia. sand cast iron drop connection 1055 19.25 Extra for depths beyond 60 cm of sand cast iron drop connection complete : 19.25.1 For 100 mm dia. sand cast iron drop connection 19.25.2 For 150 mm dia. sand cast iron drop connection 1056 19.26 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) : 19.26.1 Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade Extra heavy duty HD -35 1057 19.27 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With well burnt bricks 19.27.2 With fly ash bricks 100 key/cm2 strangth 1058 19.28 Constructing brick masonry road gully chamber 45x45x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) with precast R.C.C. vertical grating complete as per standard design : 19.28.1 With well burnt bricks 19.28.2 With fly ash bricks 100 kg/cm2 strength 1059 19.29 Constructing brick masonry road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 19.29.1 With well burnt bricks 19.29.2 With fly ash bricks 100 kg/cm2 strength 1060 19.30 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.30.1 With well burnt bricks 1061 19.31 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design. 1062 19.32 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete : 19.32.1 100 mm dia 19.32.2 150 mm dia 1063 19.33 Providing, laying and jointing half round glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.33.1 100 mm dia 19.33.2 150 mm dia 19.33.3 200 mm dia 19.33.4 230 mm dia 19.33.5 250 mm dia 19.33.6 300 mm dia 1064 19.34 Providing and laying half round RCC pipes class (light duty) with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.34.1 100 mm dia. Half round R.C.C. pipe 19.34.2 150 mm dia. Half round R.C.C. pipe 19.34.3 250 mm dia. Half round R.C.C. pipe 19.34.4 300 mm dia. Half round R.C.C. pipe 1065 19.35.1 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.1.1 & 19.9.1.2 19.35.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.2.1 & 19.9.2.2 19.35.3 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.3.1 & 19.9.3.2 1066 19.36 Providing & Fixing of Precast RCC drain cover of size 600x 450 x70mm (thickness) with 4 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1067 19.37 Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1068 19.38 Providing & Fixing of Precast RCC drain cover of size 900x450 x90mm (thickness) with 8 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete. 1069 19.39 Providing & Fixing of Precast RCC drain cover of size 1150x400 x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1070 19.40 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 900X450mm rectangular having weight of (complete unit) (weight of frame 11.7 kg + weight of cover 43.76kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1071 19.41 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 450X600mm rectangular having weight of (complete unit) (weight of frame 1.84kg + weight of cover 14.2kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1072 19.42 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 300X300mm (square) having weight of (complete unit) (weight of frame 1.12kg + weight of cover 4.1kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1073 19.43 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 600mm (round) having weight of (complete unit) (weight of frame 13.6kg + weight of cover 43.1kg + - 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5 mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1074 19.44 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 500mm (round) having weight of (complete unit) (weight of frame 11.2kg + weight of cover 41.78kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1075 19.45 Deduct for not providing and installing FRP/GRP manhole cover size 19.45.1 900mmx450mm (weight of cover 43.76kg ± 10%) 19.45.2 450mmx600mm (weight of cover 14.2kg ± 10%) 19.45.3 300mmx300mm (weight of cover 4.1kg ± 10%) 19.45.4 600mm (weight of cover 41.78kg ± 10%) 19.45.5 500mm (weight of cover 43.1kg ± 10%) 1076 19.46 Providind, laying and jointing HDPE Double Wall corrugated (DWC) pipes (excavation to be paid seperately) 19.46.1 100 mm dia to 110 mm dia 19.46.2 150 mm dia to 160 mm dia 19.46.3 200 mm dia 19.46.4 250 mm dia 19.46.5 300 mm dia 1077 21.1 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) : 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.2 For shutters of doors, windows and 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). 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.3 Deduct for not providing EDPM rubber/neoprene gasket all around. 1078 21.2 Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. 21.2.2 Pre-laminated particle board with decorative lamination on both sides. 1079 21.3 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) : 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.3.2 With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1080 21.4 Add extra for providing and fixing froasted glass instead of float glass 21.4.1 With glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.4.2 With glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.4.3 With glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1081 21.5 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body /plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors , embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge : 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness 21.5.2 With brass cover plate - minimum 1.25 mm thickness. 1082 21.6 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). 1083 21.7 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. 1084 21.8 Providing and fixing machine moulded aluminium covering of approved pattern and design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick and 15 mm dia, at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-Charge : 21.8.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.8.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) 1085 21.9 Filling the gap in between aluminium frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width 1086 21.10 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. For fixed portion & for shutters of doors, windows and ventilators 1087 21.11 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant ) etc. as per specifications, drawings and direction of Engineer-in-Charge complete. 1088 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and length as required with SS screws etc complete as per direction of Engineer-in-Charge. 21.12.1 Anodized (AC 15 ) aluminium tubular handle bar 21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar. 21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar. 1089 21.13 Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 1090 21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately). 1091 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.1 Anodized (AC15) aluminium 21.15.2 Powder coated minimum thickness 50 micron aluminium. 21.15.3 Polyester powder coated minimum thickness 50 micron aluminium. 1092 21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-Charge 21.16.1 Anodized (AC15 ) aluminium 21.16.2 Powder coated minimum thickness 50 micron aluminium 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium. 1093 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-Charge. (Only weight of grill to be measured for payment). 1094 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-Charge (Door handle, lock and stopper etc.to be paid separately). 1095 21.19 Providing and fixing 50 micron thick reflective one way type heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1096 21.20 Providing and fixing 50 micron thick Frosted heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1097 21.21 Providing and fixing 25 micron thick Non reflective heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in- charge of approved brand and make. 1098 21.22 Providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. As per direction of Engineer-in-Charge. 1099 21.24 Extra for froasted glass (with eching film) in item No. 21.22 1100 22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge consisting of: (i)     Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound conforming to IS: 2645 in the recommended proportion over the levelling course ( levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii)         2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportions. (iii)        Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. (with 5 years service guarantee) Using rough Kota stone. 1101 22.2 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge (with 5 years service guarantee) Using rough Kota stone. 1102 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 : a)   Ist 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. b)   IInd course of 20mm cement plaster 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c)    IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. d)      IVth 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.) (with 5 years service guarantee) 1103 22.4 Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete (with 5 years service guarantee) 22.4.1 Serrated with central bulb (225mm wide, 8- 11mm thick). 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick). 22.4.3 Kickers (320mm wide, 5mm thick). 1104 22.5 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. 1105 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. b)    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 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 30cm on parapet wall and tucked into groove in parapet all around. 1106 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a)  Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b)  Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in- Charge: (with 5 years service guarantee) With average thickness of 120mm and minimum thickness at khurra as 65 mm. 1107 22.8 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 @ 1.45 Kg per square metre 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 or pea-sized gravel spread at 6 cubic decimeter per square metre including preparation of surface but excluding grading complete with : (with five years service gurantee). Bitumen felt (hessian base) type 3 grade I conforming to IS: 1322. 1108 22.9 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee). 1109 22.10 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen felt) six and final courses of stone grit 6 mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, complete. (With five years service gurantee). 1110 22.11 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee) 1111 22.12 Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm down size or pea sized gravel at 6 cudm per sqm. 1112 22.13 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm. 1113 22.14 Grading roof for receiving water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) 22.14.3 Cement mortar 1:4 (1cement : 4 sand) 1114 22.15 Providing and laying insitu six course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. (with 5 years service guarantee) 1115 22.16 Providing and laying in situ four course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with 5 years service guarantee). 1116 22.17 Providing and laying in situ six course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with five years service gurantee). 1117 22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrane for corrugated roof sheets, black finished reinforced with glass fibre matt consisting in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. (With five years service gurantee). 1118 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer of the membrane shall be as under:Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : (with 5 years service guarantee) 1119 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). 1120 22.21 Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. [for item No. 22.18 to 22.20] 1121 22.22 Water proofing treatment over Roof, Wall, Chajjas,, Balcony with fibre glass mesh and Sealer coat at leakage/ seepage area consisting of (i)   Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii)     Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat). (iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area. (iv) The treated area should be cure with water for 48 hrs. by flooding the surface. (v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) 1122 22.23 Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation. (i)Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii) Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in V groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent. (iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs. (iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm. (v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs (vii) Application of membrane coating shall be got done by authorized applicator of manufacturer. (viii) 5 years of service guarantee to be provided.All above operations to be done in order as per direction on Engineer-in-Charge. 1123 22.24 Supplying and applying fibre reinforced, UV resistant elastomeric liquid applied waterproofing & Heat reflective coating coating with PU Hybrid polymers & acrylic fibers. The coating shall resist 10 bars of water pressure as per DIN 1048 standards, with elongation of 350% as per ASTM D412 & crack bridging of upto 2.5mm conforming to ASNZ standard. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and as per the direction of Engineer-in-Charge. 1124 22.25 Supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, having 80% elongation as per ASTM D412, resisting 5 bars hyrostatic pressure as per DIN 1048, reduction to rapid chloride shall be 70 as per DIN 1048, crack bridging upto 1.2mm as per ASTM 4548.5. The coating shall have food grade certificate from laboratories like CFTRI. The mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications and as per direction of Engineer-in-Charge. 1125 22.26 Providing and applying UV Stable polyurethane liquid water proofing membrane having Sun Reflectivity Index (SRI) of 106 on top of concrete roof / Retainning wall / Old layer of bituminous surfaces / Polyurethane foam and metal surfaces in three or more coats @20kg/ 10 sqm consisting of a coat of two component epoxy primer in ratio of 1:3(one part of resin and 3 parts of hardner) at a consumption of 2kg/10sqm. the vital physical and chemical parameters shall be as under : Min Elongation at break of 600% as per ASTM D412 and tensile strength of 3.0 N/mm2 as per ASTM D412. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and direction of Engineer-in-Charge. 1126 22.27 Supplying & installing waterproofing treatment by using 1.2 mm thick HDPE membrane before casting of the base RCC slab. The pre-applied membrane gets bonded to the underneath of the poured concrete used as base slab. The membrane shall consist of a thick HDPE film, a highly aggressive pressure sensitive adhesive and weather resisting coating which bonds integrally to poured concrete of base slab. The membrane shall conforms to basement waterproofing protection to grades 2, 3 & 4 as defined in BS 8102:2009. The waterproofing membrane shall have following minimum properties: a)    Resist hydrostatic pressure of up to 70 m head of water as per ASTM D5385; b)      Puncture Resistance of 950 N (as per ASTM E154) c)      Elongation of >400 % (as per ASTM D412) d)    Peel Strength of concrete: >1500 N/m (as per ASTM D903) e)      Tensile strength of 28.2 MPA (as per ASTM D412). 1127 22.28 Providing and applying 2.0 mm thick twin colour flexible PVC waterproofing membrane. Flexibility under low temperatures as per EN 495-5 should be < - 20degC. On all horizontal surfaces Geotextile 300 Gsm to be laid over PCC, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane provide 300 Gsm Geotextile Then protection screed of suitable thickness. On all vertical surfaces Geotextile 300 Gsm to be laid along with Vertical wall, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane providing protection layer of Drain Board HDPE Dimple sheet before back filling of soil. 1128 22.29 Providing and applying waterproofing & Heat reflecting roof coating with 100% acrylic elastomeric polymers. Contains 30% Volume solid, tensile strength 8 kg/cm², crack bridging, VOC 30 ± 5 gm/ltr upto 2 mm. then applying two coats with forced coverage of 20 sqft/ltr/two coats. The operation shall be carried out after scrapping & propely clening the surface to remove loose particles with wire brush/Jet washer. Apply 1 coat @1 ltr/10 sqm & 3 undiluted coats @ 8 ltr/10 sqm with 4 hrs interval of each coat.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. 1129 22.30 Providing & applying crack fill paste for crack filling up to 5 mm cracks.Widen the crack by putty knife in V/U shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. Apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.After 4 hours of application 2nd coat apply 3rd coat of Crack fill paste. The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer-in-Charge 1130 22.31 Providing & applying single pack component, solvent-free, cold applied, Polyurethane modified, elastomeric liquid applied waterproofing membrane- PU coat with excellent UV resistant capacity, The material shall meet the requirement as specified in ASTM D2370-98 of elongation at break of film>350% with geotextile fleece =50% approx.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. The product performance shall carry guaranteed for 5 year against any leakage. 22.31.1 For Horizontal surface (with Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 22.31.2 For Horizontal surface (without Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 1131 22.32 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and Compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1132 22.33 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on positive side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.33.1 For vertical surface two coats @ 0.70 kg per sqm 22.33.2 For horizontal surface one coat @1.10 kg per sqm. 1133 22.34 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. crystalline dryshake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product Performance shall carry guarantee for 10 years against any leakage. 1134 22.35 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge.The product performance shall carry guarantee for 10 years against any leakage. 22.35.1 For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. 22.35.2 For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @ 0.070 kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar @ 0.040 kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole) 1135 22.36 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1136 22.37 Providing and applying waterproofing treatment in bathroom or tiled balcony area without breaking or removing tiles, by using waterproofing sheets as per manufacturers data sheet instructions. Permitting use of bathroom/balcony after 24 hours of application of treatement, Complete with materials and labour and gurantee of leakage for a period of 5 year. 1137 23.11 Providing and fixing 2 mm thick homogeneous conductive PVC (Poly Vinyl Flooring) EN (European Standard), total weight is 3250 g/m2, approx. PUR (Polyurethane Reinforced ), abrasion group P: ≤2.00 mm, residual indentation approx. 0.03 mm, anti-bacterial and fungal resistance, castor wheel test qualified, dimensional Phthalate free, directional in design.The floor finish should be termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto 100mm.Recommended to use in area like ICU , Post operative, Recovery rooms, OPD, Patient rooms, Corridors ,passages etc. 1138 23.12 Providing and fixing permanently static dissipative pressed homogeneous conductive PVC ( Poly Vinyl Flooring) EN (European Standard), anti static, wear layer thickness is 2mm (EN429), vinyl flooring having carbon backing with total weight 3000 g/m2 ESD approved, restorable properties, available in rolls. 100% recyclable (eco - freindly). Low VOC emission after 28days of installation (lower than ≤100μg/m3), Phthalate free non-directional in Design. Recommended to use in area like Operation theater, ICU, Server room, etc. 1139 23.13 Providing and fixing 0.92mm thick hetrogeneous compact PVC (Poly Vinyl Wall Covering) for Interior wall area, with wear layer thickness 0.12mm of PVC, EN(European Standard) total weight is 1500 g/m2, approx PUR (Polyurethane Reinforced), good resistance to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28 days of installation (lower than ≤10μg/m3), phthalate free, directional in design, The wall finish should termite free at the room perimeter. Recommended to use in area like OT,ICU, Corridors, Patient Room etc. 1140 23.14 Providing and fixing 1.3mm thick homogeneous PVC (Poly Vinyl Wall Covering) for interior area with wear layer thickness 1.3 mm of PVC, EN (European Standard) total weight is 2100 g/m2,approx. PUR (Polyurethane Reinforced), good resistant to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28days of installation (lower than ≤10μg/m3), phthalate free, directional in design.The wall finish should termite free at the room. Recommended to use in area like OT.ICU,Corridors, Passages , Patient Room Etc 1141 23.15 Supply and installation of 2mm thick homogeneous vinyl flooring, Highest abrasion wear rating Group T (EN660), binder content exceeds 55% of the flooring composition, no waste technology, consisting of PVC resin, plasticizers and stabilizers, type I. flooring ( (EN ISO 23997) max 0.4%, Abrasion group (MSZ EN 660-1) T, Fire resistance EN 13501-1 BF1-s1, Slip resistance DIN 51130 R9, EN 13893 DS, electrical resistance EN 1815 <2 kv, Chemical resistance EN ISO 26987, Castor chair resistance EN ISO 4918, Hygenie Bacterial resistant, Seaming method - hot welding, finishing complete . Recommended to use in area like Operation theater, ICU, Server room, etc. 1142 24.8 Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self- drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. 1143 24.9 Providing and fixing thermal insulation with Resin Bonded glass wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by crisscrossing GI wire etc. complete as per directions of Engineer-in-Charge. 24.9.1 Providing and fixing insulation with resin bonded Glass wool 24.9.2 Providing and fixing insulation with resin bonded Rock wool 1144 24.11 Providing and fixing precoatedgalvanised 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 gsmlength 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 55mm) 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. 1145 24.12 Providing and fixing precoatedgalvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm 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 using self-drilling/ self-tapping screws complete : 24.12.1 Ridges plain (500 - 600mm). 24.12.2 Flashings/ Aprons.( Upto 600 mm) 24.12.3 North light curves. 24.12.4 Barge board (Upto 300 mm). 24.12.5 Crimp curve 24.12.6 Gutter. (600 mm over all girth). 1146 25.1 Providing and fixing white vitreous china Anti germ Fluoro-Polymer Coated Water closet squatting pan with 100 mm sand cast Iron P and S- trap, and 7.2 liter Low level, dual flush, PP (Poly Propylene) made open slim wall hung cistern capacity 3 liter/6 liter flushing, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.1.1 White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440x575x250 mm With integral foot rests. (Premium Range) 25.1.2 White Vitreous china Anti germ Fluoro-Polymer coated Orissa pattern W. C. pan of size 410x515x255 mm with integral foot rests. (Premium Range) 1147 25.2 Providing and fixing white vitreous china pedestal type Anti germ Fluoro-Polymer Coated Water Closet with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propeline) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.2.1 Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.2.2 Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 1148 25.3 Providing and fixing white vitreous china European Wall hung Anti germ Fluoro-Polymer Coated water closet of approved shape with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propylene) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.3.1 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380x520x375 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.3.2 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 390x570x365 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.3 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500x360 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.4 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360x500x330 mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) 1149 25.4 Providing and fixing white vitreous china Anti germ fluoro-polymer coated couple water closet flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete . 25.4.1 Anti germ Fluoro-Polymer Coated couple water closet Size 420x710x810 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.2 Anti germ Fluoro-Polymer Coated couple water closet Size 380x610x805 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.3 Anti germ Fluoro-Polymer Coated couple water closet Size 370 x 640 x 760mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.4 Anti germ Fluoro-Polymer Coated couple water closet Size 375 x 650 x 800 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 1150 25.5 Providing and fixing white vitreous china Anti germ fluoro-polymer coated single piece W.C. dual flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.5.1 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370x695x795 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.2 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 395x710x730 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.3 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 385 x 720 x 710mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.4 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 360 x 640 x 685 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 1151 25.6 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet along with dual flushing cistern flushing capacity 3 & 6 litre approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.6.1 Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 760X360X635mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.6.2 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 380x650x730 mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) 1152 25.7 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with C.I. Brackets, 15 mm C. P. wall mounted pressmatic pillar cock auto closing system (decol technology), 15mm quarter turn angular stop cock, 32 mm C.P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.7.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with basin mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 1153 25.8 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology), 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.8.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 570x820x195 mm with wall mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 25.8.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x820x195 mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology). (Premium Range) 1154 25.9 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted single lever concealed basin mixture, (cartridge size 32 mm) 32 mm C. P. brass waste coupling length 130mm and 32 mm C. P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.9.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 615x415x150mm with wall mounted single lever concealed basin mixture (cartridge size 32mm.) (Premium Range) 25.9.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185 mm with 15 mm C. P. wall mounted single lever concealed basin mixture. (Premium Range) 1155 25.10 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with 15 mm Table mounted single lever Tall boy basin mixture, (cartridge size 32 mm) 15mm quarter turn angular stop cock, 32 mm C. P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.10.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) 25.10.2 White vitreous china type Anti germ fluoro- polymer coated counter top wash basin Size 530x420x140 mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) 1156 25.11 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated urinal (Inbuilt spreaders, bottle trap and ceramic waste coupling) with 15mm brass pressmatic auto closing concealed urinal flush valve with wall flange (decol technology, 400000 operation warranted) i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . 25.11.1 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) 25.11.2 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 475x315x715 mm. (Premium Range) 25.11.3 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 385x325x635 mm. (Premium Range) 1157 25.12 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.12.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock. (Premium Range) 25.12.2 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal size 385x325x635 mm with concealed sensotronic flushing valve for urinal complete set with installation box, (Premium Range) 1158 25.13 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) with 15mm Brass made pressmatic (Decol technology, 400000 operation warranted) concealed flushing Stop cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.13.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480x300x740 mm with 15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange (Decol technology, 400000 operation warranted). (Premium Range) 1159 25.14 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensor complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required. 25.14.1 White Vetrious China made Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) Size 340x325x650 mm with sensor (Premium Range) 25.14.2 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 7475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor for flushing. (Premium Range) 1160 25.15 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with chrome plating. (Premium Range) 1161 25.16 Providing & Fixing 8mm thick froasted Urinal glass partition size height 900 mm top width 450mm and bottom width 300mm brass made bracket with chrome plating. (Premium Range) 1162 25.17 Providing & Fixing plain bath tub of size 180x80x47cm body made of PMMA (Poly Methyl metha acrylate) with 20mm wooden reinforcement. (Premium Range) 1163 25.18 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Pillar cock. (Premium Range) 1164 25.19 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn)Bib cock. (Premium Range) 1165 25.20 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn) Angular stop cock. (Premium Range) 1166 25.21 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Concealed stop cock. (Premium Range) 1167 25.22 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Wall Mixer with 115mm bend. (Premium Range) 1168 25.23 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 3-in1 Wall Mixer .(Premium Range Sanitary Ware) 1169 25.24 Providing and fixing in position best Indian C. P. brass made quarter turn (Ceramic disc Size 25mm) Flush Cock for Indian W. C. (Orissa Pan). (Premium Range) 1170 25.25 Providing and fixing in position best Indian single Lever Auto Mixing Wall Mixer (Cartridge Size 40mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1171 25.26 Providing and fixing in position best Indian single Lever Auto mixing Basin Mixer (Cartridge Size 32mm, nickel plating 0.10 micron and chrome plating 0.3 micron) For Wash Basin area use only. (Premium Range) 1172 25.27 Providing and fixing in position best Indian single Lever Auto Mixing Diverter (Cartridge Size 47mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1173 25.28 Providing and fixing in position best Indian C. P. brass made Spout (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1174 25.29 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 300mm (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1175 25.30 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 450mm (nickel plating 0.10 micron and chrome plating 0.3 micron).(Premium Range Sanitary Ware) 1176 25.31 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 600mm (nickel plating 0.10 micron and chrome plating 0.3 micron) .(Premium Range Sanitary Ware) 1177 25.32 Providing and fixing in position best Indian shower rose 300x300mm square body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range Sanitary Ware) 1178 25.33 Providing and fixing in position best Indian shower rose 150mm dia, body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1179 25.34 Providing and fixing in position best Indian shower rose 200mm dia body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles .(Premium Range) 1180 25.35 Providing and fixing in position best Indian shower rose 240mm body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1181 25.36 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 2- way Bib Cock .(Premium Range) 1182 25.37 Providing and fixing in position best Indian Health Faucet with 8mm dia 1.20 meter long Flexible Tube and wall bracket with N. R. V. (non-return wall).(Premium Range Sanitary Ware) 1183 25.38 Providing and fixing in position best Indian Auto Closing Pillar Cockdody with 65 mm extension (with DECOL cartridge) for wash basin use. (Premium Range) 1184 25.39 Providing and fixing in position best Indian Auto Closing Bib Cock with built in control cock wihh wall flange (with DECOL cartridge) for common area use. (Premium Range) 1185 25.40 Providing and fixing in position best Indian Auto Closing Urinal valve open type with built in control cock wihh wall flange (with DECOL cartridge) for urinal use only. (Premium Range) 1186 25.41 Providing and fixing in position best Indian Auto Closing Urinal valve concealed type (with DECOL cartridge) for urinal use only. (Premium Range) 1187 25.42 Providing and fixing in position best Indian Auto Closing wall mounted Pillar Cock (with DECOL cartridge) for wash basin use only. (Premium Range) 1188 25.43 Providing and fixing in position best Indian Auto Closing 40mm Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1189 25.44 Providing and fixing in position best Indian Auto Closing 40mm Dual Flow (3.0/6.0 liter) Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1190 25.45 Providing and fixing in position best Indian Auto Closing 32mm, Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/cartridge). (Premium Range) 1191 25.46 Providing and fixing in position best Indian Sensotronic Sensor Faucet for Wash Basin use only. (Premium Range) 1192 25.47 Providing and fixing in position best Indian Sensotronic Sensor battery & electrical oprated type (9V transformer) Faucet For Urinal use only. (Premium Range) 1193 25.48 Providing and fixing in position best Indian Sensotronic Sensor concealed type Faucet For Wall Mounted Water Closet use only. (Premium Range) 1194 25.49 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 300 mm long. (Premium Range) 1195 25.50 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 600 mm long. (Premium Range) 1196 25.51 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Swivel Towel holder Twin Type. (Premium Range) 1197 25.52 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Ring Square. (Premium Range) 1198 25.53 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dish Holder. (Premium Range) 1199 25.54 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dispenser with Metallic Bottle. (Premium Range) 1200 25.55 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Tumbler Holder. (Premium Range) 1201 25.56 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet paper holder with Flap. (Premium Range) 1202 25.57 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet Roll Holder. (Premium Range) 1203 25.58 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Glass Self-size 600mm with toughened glass (Premium Range) 1204 25.59 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Double coat Hook. (Premium Range) 1205 25.60 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Towel Rake 600 mm. (Premium Range) 1206 25.61 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) W. C. Brush Holder. (Premium Range) 1207 25.62 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with. (Premium Range) 1208 25.63 Wall Hung Basin: Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.63.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) 25.63.2 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range) 25.63.3 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) 25.63.4 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 500x440x385 mm. (Premium Range) 25.63.5 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 635x485x305 mm. (Premium Range) 1209 25.64 Wall Hung Basin ; Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, 15 mm C. P. brass pillar cock, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.64.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 635x430x190 mm. (Premium Range) 1210 25.65 Providing and fixing in position best Indian, quarter turn table mounted sink mixer (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1211 25.66 Providing and fixing in position best Indian, quarter turn wall mounted sink cock (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1212 25.67 Shower Glass Cubical: Providing and fixing toughen glass shower enclosure conformed Is 2553 (part 1. 1990) or IS 14900. 2000 or IS 2835.1987 or IS 14450. 2000 with C. P. brass 5 Year warranted hardware, 19mm dia SS 304 grade stabilizer, all plastic Parts of food grade plastic and all glass shall be toughened at 700 degree Celsius and Anti lime scale treated including painting of fittings, cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.67.1 Providing and fixing corner entry 6 mm toughen glass made to measurement shower enclosure size 1200mm x1200mm x 1950mm with aluminum profile on sides, shower enclosure with door sliding on both sides. (Premium Range) 25.67.2 Providing and fixing 8 mm toughen glass wall to wall sliding shower enclosure with one fixed glass and one silding door with a Towel Rod Fixed on the fixed glass size Hight:2000 mm Width: 1500mm to 2000mm. (Premium Range) 25.67.3 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed withwall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1213 25.68 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed with wall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1214 25.69 providing and fixing white tempered glass showerpenal with special Surface body materials tempered glass with glass special surface PVC back. ABS Movable tops Shower, 4 moveable ABS body massage jets, Hand shower with fiexible hose,Brass Sout, shelf, Thermostatic mixer with diverter, 40 cm stainless steel braided hose, Minimum water pressure required 2 bar. 1215 25.70 Thermostat Mixer : Providing and fixing in position best Indian, concealed high flow bath and shower mixer with thermostatic control cartridge (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1216 25.71 Providing and fixing in position best Indian, exposed wall mounted bath and shower mixer with thermostatic control cartridge with button attachment on spout with connecting legs and wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) .(Premium Range) 1217 25.72 Providing and fixing in position best indian, eko exposed shower mixer (wall mounted) with thermostatic control cartridge, 115mm long bend pipe on lower side, connecting legs and wall flange (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1218 25.73 Providing and fixing in position best Indian, exposed shower mixer (tub mounted) with thermostatic control cartridge, with button attachment on spout with straight legs (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1219 25.74 Providing and fixing in position best Indian, 4 - way diverter consisting of concealed body and wall flange for multiple shower working with one shut-off position and 3 outlets for body shower, head shower and spout ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1220 25.75 Providing and fixing in position best Indian, thermostatic concealed high flow control valve with wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1221 25.76 Medical Faucets : Providing and fixing in position best indian, single lever surgical purpose elbow action basin mounted mixer with extended Operating lever without popup waste system with 450mm long braided hoses (cartage size32mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1222 25.77 Providing and fixing in position best Indian, surgical purpose elbow action pillar cock with extended Operating lever.( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) (Premium Range) 1223 25.78 Providing and fixing in position best Indian, surgical purpose elbow action wall mounted pillar cock with extended Operating lever and wall flange. (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1224 25.79 Providing and fixing in position best Indian, 692mm long, satin finish C. P. Brass grab bar made of 304 grade ss i/c all nuts and screw (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1225 25.80 Providing and fixing in position best Indian, satin finish, C. P. Brass grab bar with left/right 90 degree angle, made of 304 grade ss i/c all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1226 25.81 Providing and fixing in position best Indian, C. P. Brass grab bar vertical swing, 304 grade ss made all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1227 25.82 Providing and fixing 8mm thick frosted safety glass Urinal partition size 900mm height and 450mm width, fixed with C P brass bracket of appropriate size i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete.(Premium Range) 1228 27.4 Providing and fixing Stainless steel plate 304 grade of 1.50mm thick, including writing with Embossing of letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1229 27.5 Providing and fixing of name plate for offices name of Stainless steel plate 304 grade of 1.50mm thick, including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1230 27.6 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with 1.25m Chromium plated Steel Pipe 15mm dia, compete as per direction of Engineer-in-Charge. 1231 27.7 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer-in-Charge. 1232 27.8 Providing and fixing stainless steel English (Capital) and Hindi letters in standard pattern bellow type made with 1.20 mm thick stainless steel (ASI Grade- 304 ) Depth of letter shall not be less than 30mm and rate includes welding/soldering of joints polishing, buffing and fixing on the wall, plate and beam surface at any height with necessary nut and bolts/fastener wherever is required complete as per direction of Engineer-in-Charge. 1233 27.10 Providing and fixing of prestressed vertically casted concrete panels (both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2100x300x50 mm having minimum 4 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed horizontally in full length of panel with prestressed precast concrete column of M-40 grade of size 3000x150x150 mm having minimum 7 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed vertically in full length to erect precast boundary wall panels to height 2100 mm from GL including excavation of pit of size 750x750x900 mm in all kind of soil except rock for erection of columns and grouting the pit with M-20 grade of concrete. Manufacturing, transportation and installation at site all complete as per the direction of Engineer-in-Charge. 1234 27.11 Extra for every additional height of 0.3 m up to height of wall 3 m 1235 28.35 Providing and fixing of 3 seater stone bench made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1500mm, width 600mm, legs height 500 mm, back support height 500mm. 1236 28.36 Providing and fixing of stone planter (bench) made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1200mm, width 500mm, legs height 500 mm. 1237 28.37 Providing and fixing of stone table made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1000mm, width 600mm, legs height 750 mm. 1238 28.38 Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant including centering and shuttering complete. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, with wire brush etc. complete as per specifications and directions of Engineer- in-Charge.Note: Cement content considered in this item is @ 330 kg/cum. 1239 29.1 Preparation of site plan and location plan with total station surveying showing all individual structures and features like trees, roads, culverts, nallas, electric poles, telephone poles, sewer lines, chambers, water supply lines, hand pumps, well etc. complete along with showing location of roads proposed in master plan. i/c Contours of entire area at 0.5 m. intervals using auto level, preparing of site plan in soft copy (using autocad) in suitable scale as desired by engineer-in-charge duly indicating north direction. Rate includes providing 1 digital copy and six hard copies, one print on tracing film, khasra map duly showing the land and location plan (index plan) and google image of the land. Rates are inclusive of transportation charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) 29. 1.1 Upto 1 Hectare 29.1.2 1 Hectare to 2 Hectare 29.1.3 Add extra for each additional one Hectare or part there off 29.1.4 Excavation of trial pit of size 1.20 m X 1.20 m with minimum depth of 0.9 m and maximum depth of 3.5m as directed by the Engineer in Charge. Trial pit shall be taken at suitable location/ locations as directed by Engineer in charge and shall be indicated on the site plan showing details of soil strata. 1240 29.2 Preparation of double line plan after measurement of internal as well as external dimensions of existing buildings/structures and plotting the same in suitable scale as directed by Engineer-in-charge. 1241 29.3 Preparing of double line plan for planning of addition and alteration work after measurement of internal as well as external dimensions and details of existing door window, ventilator openings and partitions, addition /alteration done previously in buildings/structures and plotting the same separately showing sectional elevations (minimum two numbers) and all elevations along with all relevant details like doors, windows stairs etc in suitable scale as directed by Engineer-in-charge. The consultant shall also submit detailed condition survey report. 1242 29.4 Performing Plate Load Test (P.L.T.) for Determining soil bearing capacity (SBC) at site including submission of Geotechnical Report and recommending bearing capacity in accordance with IS-1888-1982 (Without Conveyance). 1243 29.5 Performing Standard Penetration Test for determining soil bearing capacity (SBC) in accordance with IS-2131-1981 and submission of Geotechnical Report on bearing capacity based on SPT in accordance with IS-6403-1981 (Without Conveyance) 1244 29.6 Transportation charges for transportation of Geotechnical testing equipments for plate load test or standard penetration test upto a distance of 100km. (upto 100km going and 100km returning from district H.Q. both way) Rates are inclusive of Loading and unloading of testing equipments and other incidental charges during both journeys to be paid only once for one set (separate for PLT or SPT) of testing. 29.6.1 Up to 100km (both way) 29.6.2 Add extra for distance beyond 100km and upto 150km. (both way) 29.6.3 Add extra for every additional km beyond 150km (both way) 1245 29.7 Preparation of detailed estimate on the basis of the working drawing supplied by the department and current SOR applicable, including computation of bill of quantities (BOQ) of material and supplying the same in six hard copies and one soft copy to the Engineer-in-Charge and if required revision of the same without any additional charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) The estimate shall be prepared only in standard format prescribed as per appendix 14 of this SOR. 1246 29.8 Preparation of DPR including site visit to verify contours & soil reports and preparation of master plan of campus including architectural working drawings and estimates in prescribed format as per appendix 14 of this SOR to obtain AA; and there after architectural drawings for statutory approvals and detail drawings at construction stage; and as constructed drawings on completion of work the DPR. Bifurcation of professional fee payable in stages as per this item shall be in accordance with List-1, List-2 & List-3. Given in preambles of this chapter 3.All work such as preparation of DPR, working drawings, statuary drawings, details drawings and as constructed drawings shall be done by the same architect/consultant to ensure consistency in services, even if time required to complete all stages as per Activity sheet exceeds the contract period. 1247 29.9 Preparation of the structure design & drawings by a structural engineer empanelled with the Chief Architect MP PWD on the basis of architectural drawings supplied/approved by the department, in accordance with relevant codes/manuals and according to the Terms & Conditions, prescribed in Activity Sheet No-1, List-4 given in Annexure-14 appended with SOR. Design and drawing shall also include ‘Tables’ for the bar-bending schedules (BBS) and concrete/steel consumption. The design and drawing shall be submitted to the Engineer-in-Charge in six hard copies and one soft copy for execution. The payment shall be done in accordance with relevant stage in activity sheet and list. 29.9.1 First time design work 29.9.1.1 Built up area upto 500 sqm 29.9.1.2 Built up area more than 500 sqm and upto 3000 sqm 29.9.1.3 Built up area more than 3000 sqm. 29.9.2 Repetition of structural design of a structural design done by the structural himself or by any other structural engineer at different site, where S.B.C. or seismic zone is different.(only plinth area payment to be paid) 29.9.2.1 Plinth area upto 500 sqm 29.9.2.2 Plinth area more than 500 sqm and upto 3000 sqm 29.9.2.3 Plinth area more than 3000 sqm 1248 29.10 Assessment of load carrying capacity and structural soundness of existing building mainly comprising of R.C.C. structure using existing information such a existing drawing, design and footing details, if available. The consultant shall carry out destructive/non destructive testing of structure at site including site investigation which may require opening of footings by digging adjoining ground fill and restore backfill structure after testing is done. This work shall be performed by a structural engineer (proof checking) empanelled with the chief Architect MP PWD Bhopal or any government engineering college. The rate shall include all charges for labour, testing, consultation of geotechnical consultant and site visit to carry out site testing Per Sqm (built up area of wing/block of existing building where construction is proposed). 1249 29.11 Drafting structural drawing on the basis of the structural design supplied by the department in accordance with all relevant codes/manuals and as per IS: 1893- 2002 and IS: 13920-1993 with updation. The work shall include making revision/compliance if any and obtaining approval of drafting work, without any additional cost within time specified by the Engineer-in-Charge or from the competent authority. The drawings for approval shall be submitted to the Engineer- in- Charge in two hard copies (minimum size A-2) and there after fair drawings on 100 micron film along with seven copies of amonia prints (minimum size A-1) and one soft copy. Drawings shall be stamped and signed with the statement that Drafted by me as per structural design done or got done by the department. Note:- This work can be done only through a person having qualification of Diploma in civil engineering/BE (civil engineering) and having certificate in AutoCAD issued by AutoDesk or by its authorized institution.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Madhya Pradesh View Result →
31.
Heavy Industries and Public Enterprises #9755262 AOC
Tender For Maintenance Of Panchayat Ghar For E Library In Village Sabota Mustafabad ,Yea. Wc-06 - Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.Lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (MOST/A.R./YEIDA) 2 Cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, Labour, Tools&plants etc required for proper completion of the work. 3 B/W with bricks of class 150 in foundation & plinth in CM 1:4 (Based on UP PWD SOR 2020) Cement mortar 1:4 ( 1cement :4Coarse sand) 4 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure but for walls of half brick thick including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310A 5 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level 6 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level 7 Centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 8 Centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 9 Centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 10 Edges of slabs and breaks in floors and walls:Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) 11 Earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per(A.R. )For all kind of soil. 12 Steel rainforcement 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./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) 13 Dismentaling Of Cement Plaster 12 mm cement Plaster (1:4) uppwd sor-2020 DAR-18/13.4.1 14 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.4.2 15 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.17 16 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.4.2 17 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 18 Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 19 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.DAR-18/13.26 20 Painting with synthetic enemel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 21 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm dia 22 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm (DAR/12.42.3.2/Based on UPPWD/SOR-2020) 23 Bend 87.5° 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020) 24 Shoe (Plain) 110 mm Shoe (DAR/12.42.6.2/Based on UPPWD/SOR-2020) 25 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (DAR/12.43.2/Based on UPPWD/SOR-2020) 26 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(DAR/12.44/Based on UPPWD/SOR-2020) 27 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.DAR-18/10.25.2 28 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer UPPWD SOR-2020/DAR-18/10.4 29 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) UP PWD SOR 2020/DAR-18/15.2.1 30 Providing and fixing water closet squatting pan (Indian type W.C. pan with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.DAR 18/17.1.1 31 Providing and fixing wash basin with C.l. 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 required: UPPWD SOR-2020/DAR-18/ 17.7.1 32 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.20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) 33 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) 34 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 35 32 mm nominal bore. (DAR/18.17.2/Based on UPPWD/SOR-2020) 36 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. (DAR/12.55/Based on UPPWD/SOR-2020) 37 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank DAR 18/ 18.48 38 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) 39 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. (DAR/8.31/Based on UPPWD/SOR-2020)) 40 Providing and laying Ceramic glazed floor tiles of required size (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.(DAR/11.37/Based on UPPWD SOR/2020) 41 Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020)) 42 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 43 supply of work SB collection office/visitor chain with sheat DXWXH 400*400*450 mm padded with polyurithane foam complete 44 supply wook at site SB collection executive table of 3 layer Prelaminated particle board (wood product) of grade 2 type 2 of IS-12823/latest 1830 mm 950 mm 750mm including all complete 45 Providing and fixing square-mouth S.W. gully trap class SP-1 complete withC.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:(DAR/19.4.1/Based on UPPWD/SOR-2020) 46 Providing and fixing Heavy Class SS gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT, UT & FD.Size 150 mm X 150 mm 47 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.(DAR/17.73.2/Based on UPPWD/SOR-2020)) 48 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. (DAR/17.31/Based on UPPWD/SOR-2020)) 49 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DAR/18.65/Based on UPPWD/SOR-2020)) 50 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (DAR/18.75.3/Based on UPPWD/SOR-2020)) 51 Providing & Fixing of CP Heavy Duty Bottle Trap 32mm. (Complete complying with relavent standard specification and as directed by the Competent authority.) For Wash basin&Urinal 52 Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) 53 Providing and laying 80mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) 54 Wiring point for light in 1.5 sq. mm. PVCinsulated singlecorecopperconductor cable (inPVCconduit with 1.5sq.mm. FRLSH PVC insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 Amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting M.S.switch boardbox/junction boxwith supplyofallmaterial, labour& T&P etc. requiredforproper completion of the work complete in all respect, as directed by Engineer in charge PWD-2018 PS No-174C 55 Supply and Wiring of submains with 2 nos. of 2.5 sq. mm. FRLSH PVC insulated1100 Vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) PVC conduitwith2 nos 2.5 sq.mm.FRLSH PVC insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by Engineer in charge PWD-2018 PS No-261C 56 Supply and fixing of power plug with 20 Amp./250 voltflush type modularswitchand 5 pin 20 A/250 voltflush typeuniversal modular socket switch on concealed M.Sboxincluding supply of allmaterial, labourT&Petc. complete in all respect, as directed by Engineer in charge .PWD-2018 PS No-1139A 57 S&F surface/flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. PWD-2018 PS -1024A 58 S&F of 6 Amp to 32 Amp. MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge.PWD-2018PS -1002CAT-A 59 S&F of 40Amp. DP MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge. PWD-2018 PS No-1010 Cat-A 60 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DAR/10.18/Based on UPPWD/SOR-2020)) 61 Providing ,Fixing and commisoining of single phasesubmersible pump set in existing Bore well suitablefor 45 LPM Discharge 25 Mtr to 70 Mtr Head minimumTwo Star rating of approved make PVC cable supportwire starter etc complete in all respect including costof dismantling of existing hand pump machinecomplete Labour T and P etc .from bore wellapproved quality as per direction by Eng. in charge(language and rate based on Submersible fixing Itemno-1)(MR) 3 HP SINGLE PHASE 62 Supply and errected ceiling fan 600mm including regulators complete with approved brand. 63 Lettering with black japan paint of approved brand and manufacture DAR/13.71/Based on UPPWD/SOR-2020)
Contract Date: Nov 28, 2025 Contract Value : ₹ 32.23 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
32.
Educational and Research Institute #9662933 AOC
Supply Of Furniture For Library Computer Lab At Maharshi Dyanand University, Rohtak , Computer Lab Workstation :900W X 600D X 1200H With Metal Keyboard Tray Providing And Placing Partition Based Modular Workstation With System Ht 1200 Mm With Partition Thickness 52.4 Mm Thk As Main Spine Including Powder Coated Aluminium Trims And 22.8Mm Thick Fin Panels At The Ends Formed Out Of Blocks Which Are 18 Mm Thk Plb Boards Wrapped With Laminate At Intermediate Level. Top Block Should Be In Fabric Finish, Intermediate Blocks In Prelam And Bottom Block Is Plain Metal Powder Coated Finish As Per The Layout. The Product Shall Be Greenguard Ul, Green Pro Cii, Indoor Advantage Gold, Griha & Bifma Level 2 Certified. The Certificate Mentioned In The Specification Must Be Issued By An Authorized Certificate Issuer And Must Mention Product Name Along With Manufacturer Name.Partition Construction - A Block Of 52.4Mm Thick Panel Comprises Of 38Mm Thick Paper Honeycomb + 3Mm Mdf On Each Sides + .6Mm Decorative Laminate Or Fabric On Both Sides. The Panels Are Elevated From Ground By 120Mm With Legs. Each Panel Consists Of Vertical Extrusions And Horizontal Extrusions Trims Made Of 1.2Mm Thick Aluminium With Duly Powder Coated At Every Division Of Tile/Block. Particle Board Framing Is Used On Outer Boundary Of The Blocks As Well As Intermedicately At Locations Forming Conduit For Passing Cables. Fabricated Bottom Frame Comprises Of L-Channels Made Of 2Mm Thick Crca Steel (Is:513), Formed Plates Of 3Mm Thock Hr Steel (Is:2062) & Erw Steel Tube Of Size 35X15x1.6Mm Thick In Oval Cross Section (Is:7138) Welded Together. This Frame Is Bolted To The Uprights With M6 Screws.Worksurface - Size 900Mm/1050Mm (W) X 600Mm (D) Shall Be Made Out Of 25 Mm Thk Prelam Particle Board Is-12823 Grade With Flat Pvc Lipping Edge Banding As Per Above Qty.Tiles - Top Tile Shall Have The Combination Of Fabric Tiles Made Of .6Mm Thick Mdf Panles Wrapped With Fabric. Bottom Tile Shall Be Plain Metal Powder Coated And Intermediate Blocks In Laminate Finish.Wire Management Through Main Spine 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. Only Provisioning Of Wires/Switches Etc Shall Be Given. All The Electrical Wires/Switches/Data/Accessories Etc. Shall Not Be Part Of Furniture Supply. Metal Keyboard Tray Should Be Provided. Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Computer Lab Workstation :1050W X 600D X 1200H With Metal Keyboard Tray Providing And Placing Partition Based Modular Workstation With System Ht 1200 Mm With Partition Thickness 52.4 Mm Thk As Main Spine Including Powder Coated Aluminium Trims And 22.8Mm Thick Fin Panels At The Ends Formed Out Of Blocks Which Are 18 Mm Thk Plb Boards Wrapped With Laminate At Intermediate Level. Top Block Should Be In Fabric Finish, Intermediate Blocks In Prelam And Bottom Block Is Plain Metal Powder Coated Finish As Per The Layout. The Product Shall Be Greenguard Ul, Green Pro Cii, Indoor Advantage Gold, Griha & Bifma Level 2 Certified. The Certificate Mentioned In The Specification Must Be Issued By An Authorized Certificate Issuer And Must Mention Product Name Along With Manufacturer Name.Partition Construction - A Block Of 52.4Mm Thick Panel Comprises Of 38Mm Thick Paper Honeycomb + 3Mm Mdf On Each Sides + .6Mm Decorative Laminate Or Fabric On Both Sides. The Panels Are Elevated From Ground By 120Mm With Legs. Each Panel Consists Of Vertical Extrusions And Horizontal Extrusions Trims Made Of 1.2Mm Thick Aluminium With Duly Powder Coated At Every Division Of Tile/Block. Particle Board Framing Is Used On Outer Boundary Of The Blocks As Well As Intermedicately At Locations Forming Conduit For Passing Cables. Fabricated Bottom Frame Comprises Of L-Channels Made Of 2Mm Thick Crca Steel (Is:513), Formed Plates Of 3Mm Thock Hr Steel (Is:2062) & Erw Steel Tube Of Size 35X15x1.6Mm Thick In Oval Cross Section (Is:7138) Welded Together. This Frame Is Bolted To The Uprights With M6 Screws.Worksurface - Size 900Mm/1050Mm (W) X 600Mm (D) Shall Be Made Out Of 25 Mm Thk Prelam Particle Board Is-12823 Grade With Flat Pvc Lipping Edge Banding As Per Above Qty.Tiles - Top Tile Shall Have The Combination Of Fabric Tiles Made Of .6Mm Thick Mdf Panles Wrapped With Fabric. Bottom Tile Shall Be Plain Metal Powder Coated And Intermediate Blocks In Laminate Finish.Wire Management Through Main Spine 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. Only Provisioning Of Wires/Switches Etc Shall Be Given. All The Electrical Wires/Switches/Data/Accessories Etc. Shall Not Be Part Of Furniture Supply. Metal Keyboard Tray Should Be Providedcomplete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Computer Lab Chair With Castors Without Arm Providing And Placing Computer Chair Where The Seat Sub-Assembly Shall Be Made Up Of 1.2+/-0.1Cm Thk Plywood Upholstered With Moulded Foam And Polyster Fabric And Shall Be Covered With An Injection Moulded Polypropylene Outer Cover. The Product Shall Be Greenguard Gold Ul, Green Pro Cii, Indoor Advantage Gold & Griha Certified. The Certificate Mentioned In The Specification Must Be Issued By An Authorized Certificate Issuer And Must Mention Product Name Along With Manufacturer Name. The Seat Should Tip-Up When Not In Use And This Feature Should Be Used While Stacking The Chairs Horizontally. The Back Sub-Assembly Shall Be Made Up Of Injeection -Moulded Polypropylene Inner Upholstered With Moulded Foam And Polyster Fabric And Shall Be Covered With An Injection Moulded Polypropylene Outer Cover. The Countoured Back With Width Extension At The Bottom Area Shall Be Designed To Give Comfort To Lower Back. The Back Flexing Feature Shall Allows The Back To Tilt By 9+/-2 Degree To Aid The User In Adopting A Comfortable Reclining Posture. The Dimensions Of Back Shall Be 45.2Cm(W) X 44.6Cm(H). And Of Seat Shall Be 47.0Cm (W) X 50.0Cm(D). The Powder Coated 4 Leg Structure Shall Be Made Of 2.2+/-0.03Cm Dia X 0.25+/-0.02Cm Thk M.S.E.R.W. Tube Front And Rear Leg Shall Be Welded Along With Connecting Tube Made Of 1.9+/-0.02Cm Dia X 0.2+/-0.016Cm Thk M.S.E.R.W Tube To Form The Tubular Frame Assembly. The Legs Shall Be Provided With Injection Moulded Adopter Bush In Black Nylon And Brake-Loaded Castors Enabling Easy Maneuvering While Not In Use And Stable Siting While In Use. The Chairs Should Be Stacked Horizontally When Not In Use. The Polyurethane Foam Shall Be Moulded With Density= 70.0+/-8.0Kg/M3 And Hardness=20+/-2 For Seat And 16+/-2 For Back At 25% Compression. The Twin Wheel Castors Shall Be Injection Moulded In Black. Overall Dimensions Of Chair Shall Be Seat Height - 47.5 Cm, Height - 89.0Cm, Width & Depth Of Chair As Measured From Pedestal - Width-64.4Cm And Depth-64.5 Cm.Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Staff Cubicle Workstation System Providing And Placing Partition Based Workstation Cubicle With Partition Ht 1200 Mm With Partition Thickness 52.4 Mm Thk As Main Spine Including Powder Coated Aluminium Trims. The Product Shall Be Greenguard Ul, Green Pro Cii, Indoor Advantage Gold, Griha & Bifma Level 2 Certified. The Certificate Mentioned In The Specification Must Be Issued By An Authorized Certificate Issuer And Must Mention Product Name Along With Manufacturer Name.Partition Construction - A Block Of 52.4Mm Thick Panel Comprises Of 38Mm Thick Paper Honeycomb + 3Mm Mdf On Each Sides + .6Mm Decorative Laminate Or Fabric On Both Sides. The Panels Are Elevated From Ground By 120Mm With Legs. Each Panel Consists Of Vertical Extrusions And Horizontal Extrusions Trims Made Of 1.2Mm Thick Aluminium With Duly Powder Coated At Every Division Of Tile/Block. Particle Board Framing Is Used On Outer Boundary Of The Blocks As Well As Intermedicately At Locations Forming Conduit For Passing Cables. Fabricated Bottom Frame Comprises Of L-Channels Made Of 2Mm Thick Crca Steel (Is:513), Formed Plates Of 3Mm Thock Hr Steel (Is:2062) & Erw Steel Tube Size 35X15x 1.6Mm Thick In Oval Cross Section (Is:7138) Welded Together. This Frame Is Bolted To Uprights With M6 Screws.Tiles - Top Tile Shall Have The Combination Of Fabric Tiles Made Of .6Mm Thick Mdf Panles Wrapped With Fabric. Bottom Tile Shall Be Plain Metal Powder Coated And Intermediate Blocks In Laminate Finish. Modesty Panel - 25Mm Thick 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 With Metal Powder Coated Frontier Leg On The Other End.Worksurface - Main Table Shall Be Made Out Of 25 Mm Thk Prelam Particle Board With Flat Pvc Lipping Edge Banding Of Size 1500 Mm (W) X 600 Mm (D) And Eru Table Recta Of Size 900 Mm W X 450 Mm D.Pedestal With 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 Shall Be Provided.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. Only Provisioning Of Wires/Switches Etc Shall Be Given. All The Electrical Wires/Switches/Data Etc. Shall Not Be Part Of Furniture Supplycomplete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Lab Incharge Table Providing And Placing In Position Main Desk With Eru Of The Following Specifications. Main Desk With Eru Size Shall Be 1650 Width X 700 Depth X 743 Height (Main Desk) 1000 Width X 450Depth X 743 Height (Eru).Top Shall Be Of 18 Mm Thickness Made Of Plt Board With 2 Mm Edge Banding. Wenge And Savannah Maple Plt Board Shall Be Used. The Understructure Shall Be In Pre-Laminated Panels Made With Plt Boards . 2- Drawerand 3 - Drawer Storage Units With Different Combinations To Support Tops Made With 18 Mm Plt Boards Of Different Colours.Modesty And Back Panels Made With 18 Mm Plt Boards. The Pedestals / Storages Shall Be Fitted With Necessary Locks. The Bidder/Oem Shall Be Iso 9001, Iso 14001, Iso 45001, Greenguard, Green Pro & Bifma Membership Min 10 Years Certification And Must Have Inhouse Manufacturing Of All The Products Of Said Requirement. Oem/Bidder Should Have Completion Of All Mentioned Products.Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Lab Incharge Chair - Revolving High Back Providing And Placing High Back Mesh Chair Where The Seat Assembly Shall Be Made Up Of 1.2 ±0.1Cm. Thick Hot-Pressed Plywood Measured As Per Qa Method Described In Ocp-Qlta-P14-18 And Shall Be Upholstered With Fabric Upholstery Covers And Moulded Polyurethane Foam. The Product Shall Be Cii Greenpro, Griha & Indoor Advantage Gold Certified. The Dimensions Of Seat Shall Be 47.0 Cm. (W) X 48.0 Cm. (D). The Back Asembly Shall Be Made Of Powder Coated (Dft 40-60 Microns) Tubular Frame Of Dia 2.54 ±0.03Cm. X 0.2±0.016Cm Thk. Ms Erw Tube Designed With Contoured Lumbar Support For Extra Comfort. The Back Shall Be Upholstered Using Net Fabric With High Tenacity Yarn. The Dimensions Of Back Shall Be 46.5 Cm (W) X 70.5 Cm (H). The Hr Polyurethane Foam Shall Be Moulded With Density =45+/-2 Kg/M3 And Hardness Load 16 ± 2 Kgf As Per Is:7888 For 25% Compression. The One-Piece Armrests Shall Be Injection Moulded From Black Co-Polymer Polypropylene. The Mechanism Shall Be Designed With 360° Revolving Type, 17±2° Maximum Tilt M Pivot At Centre, Upright Position Locking., Tilt Tension Adjustment. The Pneumatic Height Adjustment Shall Has An Adjustment Stroke Of 11.0 ±0.3Cm. The Bellow Shall Be 3 Piece Telescopic Type And Injection Moulded In Black Polypropylene. The Pedestal Shall Be Injection Moulded In Black 33% Glass-Filled Nylon66 And Fitted With 5 Nos. Twin Wheel Castors. The Pedestal Is 66.3 ±0.5Cm. Pitch-Center Dia. (76.3 ±1.0Cm With Castors). The Twin Wheel Castors Shall Be Injection Moulded In Black Nylon. Overall Dimensions Of Chair Shall Be Seat Height - Min 43.3 To Max 54.3Cm, Height - Min93.5 To Max 104.5Cm, Width & Depth Of Chair As Measured From Pedestal - Width-76.3 Cm And Depth-76.3 Cm. Dimensions Tolerance / Variations Shall Be Within +/- 1 Cm.Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Staff Chair - Revolving Medium Back Providing And Placing Medium Back Mesh Chair Where The Seat Assembly Shall Be Made Up Of 1.2 ±0.1Cm. Thick Hot-Pressed Plywood Measured As Per Qa Method Described In Ocp-Qlta-P14-18 And Shall Be Upholstered With Fabric Upholstery Covers And Moulded Polyurethane Foam. The Product Shall Be Cii Greenpro, Griha & Indoor Advantage Gold Certified. The Dimensions Of Seat Shall Be 47.0 Cm. (W) X 48.0 Cm. (D). The Back Asembly Shall Be Made Of Powder Coated (Dft 40-60 Microns) Tubular Frame Of Dia 2.54 ±0.03Cm. X 0.2±0.016Cm Thk. Ms Erw Tube Designed With Contoured Lumbar Support For Extra Comfort. The Back Shall Be Upholstered Using Net Fabric With High Tenacity Yarn. The Dimensions Of Back Shall Be 46.5 Cm (W) X 60.5 Cm (H). The Hr Polyurethane Foam Shall Be Moulded With Density =45+/-2 Kg/M3 And Hardness Load 16 ± 2 Kgf As Per Is:7888 For 25% Compression. The One-Piece Armrests Shall Be Injection Moulded From Black Co-Polymer Polypropylene. The Mechanism Shall Be Designed With 360° Revolving Type, 17±2° Maximum Tilt M Pivot At Centre, Upright Position Locking., Tilt Tension Adjustment. The Pneumatic Height Adjustment Shall Has An Adjustment Stroke Of 11.0 ±0.3Cm. The Bellow Shall Be 3 Piece Telescopic Type And Injection Moulded In Black Polypropylene. The Pedestal Shall Be Injection Moulded In Black 33% Glass-Filled Nylon66 And Fitted With 5 Nos. Twin Wheel Castors. The Pedestal Is 66.3 ±0.5Cm. Pitch-Center Dia. (76.3 ±1.0Cm With Castors). The Twin Wheel Castors Shall Be Injection Moulded In Black Nylon. Overall Dimensions Of Chair Shall Be Seat Height - Min 43.3 To Max 54.3Cm, Height - Min93.5 To Max 104.5Cm, Width & Depth Of Chair As Measured From Pedestal - Width-76.3 Cm And Depth-76.3 Cm. Dimensions Tolerance / Variations Shall Be Within +/- 1 Cm. Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Lab Incharge & Staff Visitor Chair Providing & Placing The Fixed Visitor Mesh Chair Where The Seat Assembly Should Be Made Up Of 1.2 ±0.1Cm. Thick Hot-Pressed Plywood, Upholstered With Fabric Upholstery Covers And Moulded Polyurethane Foam. The Product Shall Be Cii Greenpro, Griha & Indoor Advantage Gold Certified. Seat Size: 47.0 Cm. (W) X 48.0 Cm. (D). The Back Asembly Should Be Made Of Powder Coated (Oft 40-60 Microns) Tubular Frame Of 0 2.54 ±0.03Cm. X 0.2 ±0.016Cm.Thk. Ms Erw Tube Designed With Contoured Lumbar Support For Extra Comfort. The Back Should Be Upholstered Using Double Layer Spacer Mesh Fabric With High Tenacity Yarn. Back Size : 46.5 Cm. (W) X 60.5Cm (H). High Resilience (Hr) Polyurethane Foam: The Hr Polyurethane Foam Should Be Moulded With Density =45+/-2 Kg/M3 And Hardness Load 16 ± 2 Kgf For 25% Compression. Armrests: The One-Piece Armrests Should Be Injection Moulded From Black Co-Polymer Polypropylene. Tubular Frame: The Powder Coated (Dft 40-60.Microns) Tubular Frame Should Be Cantilever Type & Made Of Ø2.54 ±0.03Cm. X 0.2 ±0.016Cm Thick M.S.E.R.W. Tube. Overall Dimensions Of Chair Seat Height - 46.5Cm. Height - 93.5Cm. Width & Depth Of Chair As Measured From Pedestal - Width-61.0 Cm And Depth-64.5 Cm. Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Staff Area - Metal Modular Storage Unit Providing And Placing In Position Metal Modular Storage Unit Where Unit Size Shall Be 900Wx450dx 1950H Having 2 Doors Of 450Mm Each. The Product Shall Be Greenguard Ul, Indoor Advantage Gold Certified. The Certificate Mentioned In The Specification Must Be Issued By An Authorized Certificate Issuer And Must Mention Product Name Along With Manufacturer Name.Knock-Down Construction & Material :- Made From Combination Of 0.5Mm & 0.8Mm Thick Crca (D Grade, Is-513) And Top Bottom Stiffner Made Of 1.2Mm Thick Crca. Door Hinges Should Be Soft Closing. Shelves Are 12 Bend Panel Made Of .7Mm Thick Crca. Each Shelve Has Maximum Load Capacity Of 55Kg Udl In 900W. There Should Be 4 Nos Of Shelves In The Cabinet. Metal Door Should Be Made Of 0.6Mm Thick Crca Steel. Handle:-Asthetically Appealing Handle Made Of Aluminium. Lipping:- Lipping 2Mm Thk On All Edges. Locking Should Be Cam Lock With 3 Way Locking Provision And Click Action Mechanism. Key Shpuld Be Removable In Locked And Unlocked Positions. Zinc Alloy Die Cast Housing. Legs Fitted With Screw Type Levellor. Finish:- Epoxy Polyester Powder Coated To The Thickness Of 50 Microns (+/-10 Micron)Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge. , Staff Area - Low Height Sliding Storage Unit Providing & Placing The Low Height Sliding Storage Unit With Overall Dimensions Shall Be 900Mm(W)X450mm (D) X710mm(H). The Top Shall Be Wooden Top Plb (25 Mm Add In Unit Height). The Product Shall Be Greenguard Ul, Indoor Advantage Gold Certified & Greenpro Certified. The Rigid Knock Down Construction. Back, Sides And Door Shall Be Made From 0.7 Mm(+/-0.07Mm) High Yield Strength Crca, Rest In 0.8 Mm(+/-0.08Mm) Crca. Crca - D Grade As Per Is-513. Sliding Door Arrangement Shall Have Sliding Door Wth Top Hanging Arrangement To Prevent Derailment. Each Door Shall Be Provided With 2 Plastic Roller Having Steel Ball Bearing For Smooth Movement Of Door & Less Noise. Locking Shall Be 5 Lever Cam Lock For Safe Locking. Handle Shall Be Plastic Flush & Recessed Handle. Shelving Shall Have Height Wise Adjustable Shelf Mounting. Uniformly Distributed Load Capacity Of The Shelf Is 40 Kg Maximum. It Shall Have 1 No. Of Adjustable Full Shelf. Leveler Shall Be Screw Type Leveler With Hex Plastic Base And Overall Finish Shall Be Epoxy Polyester Coated To The Thickness Of 50 Microns. A4 Size Box File Can Be Stored Vertically On One Shelf And Clear Space Above Second Shelf Is 220 Mm. Complete In All Respect To Entire Satisfaction Of Engineer-In-Charge.
Contract Date: Feb 24, 2026 Contract Value : ₹ 49.29 Lakh
Boards / Undertakings / PSU No of Bidders 3
Haryana View Result →
33.
Educational and Research Institute #9582976 AOC
Bids Are Invited For 33 Years Govt Jobs Pyqs On General Agriculture And Current Affairs , A Colour Handbook Plant Nematodes Of Agricultural Importance , A Competitive Book Of Pathology , A Complete Guide On Beneficial Insects , A Complete Guide On Entomology , A Fine Balance , A Handbook Of Extension Education , A Manual For The Study Of Insects , A Suitable Boy , A Textbook Of Applied Entomology , A Textbook Of Entomology By Dr Mathur , A Textbook Of Fundamental And Applied Entomology By Tanweer Alam , A Textbook Of Glustus Olericulture , Aadhunik Krishi Vigyan , Abhijnanashakuntalam , Advance Skill For Communication , Advances In Protected Cultivation , Agricultural Economics , Agricultural Entomology And Pest Control , Agricultural Statistics , Agricultural Systems Economics Technology And Diversity , Agriculture Spiritual Foundations For The Renewal Of Agriculture , Agrios Plant Pathology , All In One Objective In Seed Science And Technology At , An Introduction To Fungi , An Introduction To Mycology , An Introductiont Of Library Classification , An Outline Of Entomology , Apiculture In India , Applied Ecology , Applied Entomology , Applied Plant Virology , Applied Principles Of Horticultural Sciences 3Rd Edition , Applied Statistics , Arthashastra , Baburnama , Bacteriophages Methods And Protocols Volume 1 Isolation Characterization And Interactions , Basic Horticulture , Basic Vegetables Science , Bio Remediation Of Contaminated Soils , Biochemical Methods , Biochemistry Of Wetlands , Biodiversity Gift Of Nature , Biodiversity Strategies Conservation And Sustainable Utilization , Bio Fertilizers Technology , Bio God , Biology Of Insect And Mite Pests Of Field Rice In India , Biometrical Techniques In Plant Breeding , Biopesticides In Indian Agriculture , Biotechnology Expanding Horizons , Biotechnology Of Horticultural Crops , Breeding Crop Plants , Breeding For Quantitative Traits In Plants 3Rd Edition , Breeding Of Fruit Crops , Breeding Of Topical Subtropical And Temperate Fruit Crops , Canopy Management Of Fruits , Children S Learning Through Insects , Clear Light Of Day , Climate Change Impact On Crop Pests , Climate Resilient Agronomy , Commonly Used Ornamental Plants , Compendium Of Cucurbit Diseases And Pests 2Nd Edition , Compendium Of Tomato Diseases And Pests 2Nd Edition , Competitive Agriculture Microbiology , Compiled Vegetable Science , Comprehensive Book On Entomology Part 1 And 2 , Comprehensive Floricultur , Crop Breeding Of Biotechnology , Crop Health Management An Indian Story , Csir Jrf Net Life Sciences Fundamentals And Practicepart I And Ii , Cuckold , Cycles Of Soil Carbon Nitrogen Phosphorus Sulphur Micronutrients , Diseases Fruit Crops , Diseases Of Crop Plants In India , Diseases Of Flower Crops , Dryland Agriculture By T Y Reddy , Eco Friendly Vegetable Growers , Economics Of Farm Production And Managment , Educated , Elements Of Farm Management , Elements Of Genetics , Entomology At A Glance Vol 2 , Entomology At A Glance Vol 2 Objective Fundamentals , Entomology Refresher , Entomology Treatise , Entomophagy Insects As Food Source , Entomophily Insect Pollinators , Entomoscavengy Carrion Feeding Insects , Entomotherapy Medicinal Insects , Entrepreneurship Developmenet For Sustainability , Environmental Pollution A Life Treat , Essence Of Horticulture , Essentials Of Geochemistry , Essentials Of Plant Breeding , Essentials Of Plant Breeding 2Nd Edition , Exotic Vegetables Of India Their Production And Pest Management , Experiments In Plant Tissue Culture , Farming System And Sustainable Agriculture , Fertilizer A Textbook , Field Crops , Forensic Science Mcqs For Ugc Net Jrf Competitive Exams , Freakonomics A Rogue Economist Explores The Hidden Side Of Everything , Fruit And Vegetable Preservation Principles And Practices , Fruit Crops 2Ndrevision Edition , Fruit Tree Physiology , Fundamental Of Enterprenership , Fundamental Of Soil Science , Fundamental Of Soil Survey , Fundamentals And Techniques Of Biophysics And Molecular Biology , Fundamentals Of Agricultural Entomology , Fundamentals Of Plant Bacteriology , Fundamentals Of Soil Science , Fungi Bacteria And Viruses , Fungicides In Plant Disease Control , General Agriculture , Genetic By B D Singh , Genetics , Genetics And Breeding Of Vegetable Crops , Genetics And Plant Breeding , Genetics At A Glance , Genomic Designing For Biotic Stress Resistant Vegetable Crops , Ghachar Ghochar , Gitanjali , Glaustas Horticulture 2Nd Edition , Glimpse Of Crop Production By Darshan K , Godaan , Gora , Guns Germs And Steel The Fates Of Human Societies , Hand Book Of Fruit Crops , Hand Book Of Soil Acidity , Hand Book Of Vegetable Crops , Handbook Of Chemistry And Physics , Handbook Of Ipm , Handbook Of Plant Virology , Handbook Of Postharvest Technology , Handbook Of Vegetable Crops , Heavy Metals Occurrence And Toxicity To Fish , Hebes A Guide To Species Hybrids And Allied Genera , Home And The World , Honey Bee Management , Host Pathogen Interaction A Molecular Approach , Humic Substances Structural Photophysical Photochemical And Free Radical Aspects And Interactions With Environmental Chemicals , Ict Initiatives In Agriculture Problems And Prospects , India Towards Second Green Revolution , Industrial Entomology Productive Insects , Information And Communication Technology In Agriculture , Inland Fisheries And Aquaculture In India A Key For Food And Nutritional Security , Insect Bioindicator , Insect Pests Of Cereals And Their Management Applied Entomology Vol 1 , Insect Pests Of Fruits Vegetables Spices And Condiments And Their Management Applied Entomology Vol 3 , Insect Pests Of Pulses And Oilseeds And Their Management Applied Entomology Vol 2 , Insect Pests Of Stored Products A Global Scenario , Insect Physiology And Anatomy Summer Institute Lectures , Insecta An Introduction , Insecticides Toxicology And Uses , Insects , Insights Into Aricultural Chemicals , Instant Horticulture 21St Edition , Integrated Pest And Disease Management , Integrated Pest Management , Integrated Pest Management Concepts And Approaches , Intellectual Property Rights And Biodiversity Conservation , Interpreter Of Maladies , Introduction To Bacteriology , Introduction To Insect Pest Management , Introduction To Modern Information Retrieval , Introduction To Plant Fungi , Introduction To Principles Of Plant Pathology , Introduction To Principles Of Plant Pathology , Introductory Microbiology , Introductory Mycology 4Th Edition , Introductory Plant Virology , Journey Of English Literature In India , Kinetics And Thermodynamics In Biochemistry , Kinnow , Laboratory Guide For Identification Of Plant Pathogenic Bacteria 3Rd Edition , Library Administrationtheory And Practice , Library Automation Design Principles And Practice , Litchi And Longan Botany Production And Uses , Love And Longing In Bombay , Macro Economics Theory , Malgudi Days , Manheimers Cataloging And Classification Revised And Expanded , Mans Search For Meaning , Manual On Vegetable Breeding , Marker Assisted Plant Breeding Principles And Practices , Marschners Mineral Nutrition Of Plants , Maximum City Bombay Lost And Found , Method Of Physical And Chemicals Analysis Of Soil , Methods In Soil Biology , Microbial Evolution Gene Establishment Survival And Exchange , Micronutrients In Agriculture , Midnights Children , Mites In Rice Ecosystems , Modern Entomology By D B Tembhare , Modern Plant Pathology 2Nd Edition , Molcular Genetics , Molecularaspects Of Plant Pathogen Interaction , Mushroom Production Technology , Mushroom Wealth Of India Total Quantity : 200
Contract Date: Ref. Documents Contract Value : ₹ 1.61 Lakh
Government Departments No of Bidders 4
Odisha View Result →
34.
Public Administrative Department #9543237 Technical Bid
Tender for pipeline extension work in Ward Khairuddin Ganj, within the Nagar Panchayat area, from Chaurasiyas house to Shri Shyam Library on Station Road.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
Uttar Pradesh View Result →
35.
Housing Urban and Rular Development #9522587 AOC
Tender for Construction Of First Floor Of The Library Extension Building Of Nabadwip Vidyasagar College At Nabadwip In The District Of Nadia
Contract Date: Feb 09, 2026 Contract Value : ₹ 15.23 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
Uttar Pradesh View Result →
37.
Heavy Industries and Public Enterprises #9512750 AOC
Tender For Construction Of E-Library Room In Village-Rampur Banger , Yea. Wc-06 - Earth work in excavation by mechnical means (hydraulic excavation) manual means in foundation trenches or drain (not exceeding 1.5 m in width) or 10 Sqm on plain including dressing of sides remaining bottom, lift upto1.5 m including getting out the excavated earth and disposal of surplus excavated soil as per direction of engg. in charge with in lead upto 50 m DAR 2.8.1 2 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. (DAR/2.34.1/Based on UPPWD/SOR-2020)) 3 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 (DAR/2.35.3.1/Based on UPPWD/SOR-2020) 4 2.5 cm thick Damp Proof Course with Cement and approved coarse sand 1:1½ with and including water proofing as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (UPPWD/SOR-2020/361) 5 providing applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DAR/4.13/Based on UPPWD/SOR-2020)) 6 Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17 7 M-150 brick work in 1:4 cement and Coarse sandmortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work .UPPWD/SOR/303+(305) 8 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructureincluding supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310 9 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure but for wall of half brick thickincluding supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310a 10 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.(DAR-18/6.15/Based on UPPWD/SOR-2020) 11 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level. (DAR-18/5.33.1/Based on UPPWD/SOR-2020) 12 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level. (DAR-18/5.33.1/Based on UPPWD/SOR-2020) 13 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 14 Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) 15 Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)) 16 Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020)) 17 Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) 18 Edges of slabs and breaks in floors and walls:Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020) 19 Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be depoiseted as spoil banks with in 30M distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move) SORUPPWD/253A+231A/P-14 20 Steel rainforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars/Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020) 21 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand)(DAR/13.4.2/Based on UPPWD/SOR-2020)) 22 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020)) 23 15 mm cement plaster on rough side of single : 1:6 (1 cement: 6 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020)) 24 Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied 3.84 kg/b sqm). (Based on UPPWD/SOR-2020/P-39) 25 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters andalso including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour,Tools & plants etc.required for proper completion of the work. (but for every coat after the first coat). (UPPWD/SOR-2020/649+650)P-22 26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. SOR-2020/P-23/New Item 27 Painting with synthetic enemel paint of approved brand and manufacture to give an even shade:Two or more coats on new work.UP PWD SOR 2020/13.61.1 28 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm diameter (DAR/12.41.2/Based on UPPWD/SOR-2020)) 29 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion: 30 Single tee with door 110x110x110 mm. (DAR/12.42.3.2/Based on UPPWD/SOR-2020) 31 110 mm bend. (DAR/12.42.5.2/Based on UPPWD/SOR-2020) 32 110 mm Shoe. (DAR/12.42.6.2/Based on UPPWD/SOR-2020) 33 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 10 mm.(DAR/12.43.2/Based on UPPWD/SOR-2020 34 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (DAR/12.44/Based on UPPWD/SOR-2020 35 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. UP PWD SOR 2020/DAR-18/10.25.2 36 Providing and fixing water closet squatting pan (Indian type W.C. pan with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. UP PWD SOR 2020/DAR-18/17.1.1 37 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. (DAR/18.17.1/Based on UPPWD/SOR-2020) 38 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 39 20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) 40 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) 41 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 42 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 43 32 mm nominal bore. (DAR/18.17.2/Based on UPPWD/SOR-2020) 44 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. (DAR/22.7.1/Based on UPPWD/SOR-2020) 45 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. (DAR/18.48/Based on UPPWD/SOR-2020) 46 Making plinth protection 50 mm 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 finishing the top smooth.(DAR/4.17/Based on UPPWD/SOR-2020)) 47 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) 48 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. (DAR/8.31/Based on UPPWD/SOR-2020)) 49 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore.(DAR/18.15.1/Based on UPPWD/SOR-2020) 50 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 51 Providing and fixing nahani trap 75x100mmincluding all complete. 52 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand. (DAR/13.6.1/Based on UPPWD/SOR-2020) 53 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including ISI marked stainless steel butt hinges with necessary screws. (DAR/9.21.2/Based on UPPWD/SOR-2020)) 54 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). (DAR/9.14/Based on UPPWD/SOR-2020)) 55 Renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of work. UPPWD SOR 2020/P26/806 56 Providing and fixing ISI Mark 3 layer prelaminated particle board conforming to grade 2 type-III of IS-12823/20B laminated with 0.6-0.8 mm thick laminate conforming to IS-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700*750*430) including all complete. M/R 57 Supply of work SB collection office/visitor chain with sheat DXWXH 400*400*450 mm padded with polyurithane foam complete. M/R 58 Supply wook at site SB collection executive table of 3 layer Prelaminated particle board (wood product) of grade 2 type 2 of IS-12823/latest 1830 mm 950 mm 750mm including all complete 59 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for the proper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a of cleared.50 M. out side the periphery of area distance (UPPWD/SOR-2020/255) 60 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 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) (DAR/10.11.1/Based on UPPWD/SOR-2020) 61 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 150. (DAR/19.27.1/Based on UPPWD/SOR-2020) 62 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (DAR/19.1.1/Based on UPPWD/SOR-2020) 63 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design. (DAR/19.2.1/Based on UPPWD/SOR-2020) 64 Providing and fixing square-mouth S.W. gully trap class SP-1 complete withC.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. (DAR/19.4.1/Based on UPPWD/SOR-2020) 65 Providing and fixing Heavy Class SS gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT, UT & FD. Size 150 mm X 150 mm. M/R 66 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.(DAR/17.73.2/Based on UPPWD/SOR-2020)) 67 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. (DAR/17.31/Based on UPPWD/SOR-2020) 68 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DAR/18.65/Based on UPPWD/SOR-2020) 69 Providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of RCC and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by Engineer-in-charge, scaffolding etc. complete ½x24 gauge (AR/YEIDA//Based on UPPWD/SOR-2020)) 70 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper (DAR/9.101.1/Based on UPPWD/SOR-2020)) 71 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 :250x10mm (DAR/9.97.2/Based on UPPWD/SOR-2020)) 72 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 :125 mm (DAR/9.100.1/Based on UPPWD/SOR-2020)) 73 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 25mm nominal bore, weighing not less than 62 gms. (DAR/18.75.3/Based on UPPWD/SOR-2020) 74 Providing & Fixing of CP Heavy Duty Bottle Trap 32mm. (Complete complying with relavent standard specification and as directed by the Competent authority.) For Wash basin&Urinal. (DAR/17.70.1/Based on UPPWD/SOR-2020) 75 Providing and fixing 1mm 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 30x6mm for diagonal braces and central cross piece. (DAR/10.5.2/Based on UPPWD/SOR-2020) 76 Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) 77 Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) 78 Electrical Work:- 79 Wiring point for light in 1.5 sq. mm. PVCinsulated singlecorecopperconductor cable (inPVCconduit with 1.5sq.mm. FRLSH PVC insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 Amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting M.S.switch boardbox/junction boxwith supplyofallmaterial, labour& T&P etc. requiredforproper completion of the work complete in all respect, as directed by Engineer in charge PWD-2018 PS No-174C 80 Supply and Wiring of submains with 2 nos. of 2.5 sq. mm. FRLSH PVC insulated1100 Vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) PVC conduitwith2 nos 2.5 sq.mm.FRLSH PVC insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by Engineer in charge PWD-2018 PS No-261C 81 Supply and fixing of power plug with 20 Amp./250 voltflush type modularswitchand 5 pin 20 A/250 voltflush typeuniversal modular socket switch on concealed M.Sboxincluding supply of allmaterial, labourT&Petc. complete in all respect, as directed by Engineer in charge .PWD-2018 PS No-1139A 82 S&F surface/flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. PWD-2018 PS -1024A 83 S&F of 6 Amp to 32 Amp. MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge.PWD-2018PS -1002CAT-A 84 S&F of 40Amp. DP MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge. PWD-2018 PS No-1010 Cat-A 85 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DAR/10.18/Based on UPPWD/SOR-2020))
Contract Date: Mar 13, 2026 Contract Value : ₹ 29.96 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
38.
Heavy Industries and Public Enterprises #9512748 AOC
Tender For Construction Of E-Library Room In Village Junedpur Ki Madhiya,Yea Wc-06 - Earth work in excavation by mechnical means (hydraulic excavation) manual means in foundation trenches or drain (not exceeding 1.5 m in width) or 10 Sqm on plain including dressing of sides remaining bottom, lift upto1.5 m including getting out the excavated earth and disposal of surplus excavated soil as per direction of engg. in charge with in lead upto 50 m DAR 2.8.1 2 Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. (DAR/2.34.1/Based on UPPWD/SOR-2020)) 3 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 (DAR/2.35.3.1/Based on UPPWD/SOR-2020) 4 2.5 cm thick Damp Proof Course with Cement and approved coarse sand 1:1½ with and including water proofing as ordered by the Engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (UPPWD/SOR-2020/361) 5 providing applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DAR/4.13/Based on UPPWD/SOR-2020)) 6 Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17 7 M-150 brick work in 1:4 cement and Coarse sandmortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work .UPPWD/SOR/303+(305) 8 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructureincluding supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310 9 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure but for wall of half brick thickincluding supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310a 10 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.(DAR-18/6.15/Based on UPPWD/SOR-2020) 11 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level. (DAR-18/5.33.1/Based on UPPWD/SOR-2020) 12 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level. (DAR-18/5.33.1/Based on UPPWD/SOR-2020) 13 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 14 Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020)) 15 Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)) 16 Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020)) 17 Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)) 18 Edges of slabs and breaks in floors and walls:Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020) 19 Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be depoiseted as spoil banks with in 30M distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move) SORUPPWD/253A+231A/P-14 20 Steel rainforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars/Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020) 21 12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand)(DAR/13.4.2/Based on UPPWD/SOR-2020)) 22 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020)) 23 15 mm cement plaster on rough side of single : 1:6 (1 cement: 4 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020)) 24 Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied 3.84 kg/b sqm). (Based on UPPWD/SOR-2020/P-39) 25 Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters andalso including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour,Tools & plants etc.required for proper completion of the work. (but for every coat after the first coat). (UPPWD/SOR-2020/649+650)P-22 26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. SOR-2020/P-23/New Item 27 Painting with synthetic enemel paint of approved brand and manufacture to give an even shade:Two or more coats on new work.UP PWD SOR 2020/13.61.1 28 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm diameter (DAR/12.41.2/Based on UPPWD/SOR-2020)) 29 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion: 30 Single tee with door 110x110x110 mm. (DAR/12.42.3.2/Based on UPPWD/SOR-2020) 31 110 mm bend. (DAR/12.42.5.2/Based on UPPWD/SOR-2020) 32 110 mm Shoe. (DAR/12.42.6.2/Based on UPPWD/SOR-2020) 33 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 10 mm.(DAR/12.43.2/Based on UPPWD/SOR-2020 34 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (DAR/12.44/Based on UPPWD/SOR-2020 35 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. UP PWD SOR 2020/DAR-18/10.25.2 36 Providing and fixing water closet squatting pan (Indian type W.C. pan with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. UP PWD SOR 2020/DAR-18/17.1.1 37 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. (DAR/18.17.1/Based on UPPWD/SOR-2020) 38 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 39 20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) 40 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) 41 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 42 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 43 32 mm nominal bore. (DAR/18.17.2/Based on UPPWD/SOR-2020) 44 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. (DAR/22.7.1/Based on UPPWD/SOR-2020) 45 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. (DAR/18.48/Based on UPPWD/SOR-2020) 46 Making plinth protection 50 mm 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 finishing the top smooth.(DAR/4.17/Based on UPPWD/SOR-2020)) 47 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) 48 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. (DAR/8.31/Based on UPPWD/SOR-2020)) 49 Providing and fixing brass bib cock of approved quality : 15 mm nominal bore.(DAR/18.15.1/Based on UPPWD/SOR-2020) 50 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 51 Providing and fixing nahani trap 75x100mmincluding all complete. 52 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand. (DAR/13.6.1/Based on UPPWD/SOR-2020) 53 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including ISI marked stainless steel butt hinges with necessary screws. (DAR/9.21.2/Based on UPPWD/SOR-2020)) 54 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). (DAR/9.14/Based on UPPWD/SOR-2020)) 55 Renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of work. UPPWD SOR 2020/P26/806 56 Providing and fixing ISI Mark 3 layer prelaminated particle board conforming to grade 2 type-III of IS-12823/20B laminated with 0.6-0.8 mm thick laminate conforming to IS-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700*750*430) including all complete. M/R 57 Supply of work SB collection office/visitor chain with sheat DXWXH 400*400*450 mm padded with polyurithane foam complete. M/R 58 Supply wook at site SB collection executive table of 3 layer Prelaminated particle board (wood product) of grade 2 type 2 of IS-12823/latest 1830 mm 950 mm 750mm including all complete 59 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for the proper complition of the work.saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a of cleared.50 M. out side the periphery of area distance (UPPWD/SOR-2020/255) 60 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 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) (DAR/10.11.1/Based on UPPWD/SOR-2020) 61 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 150. (DAR/19.27.1/Based on UPPWD/SOR-2020) 62 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. (DAR/19.1.1/Based on UPPWD/SOR-2020) 63 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design. (DAR/19.2.1/Based on UPPWD/SOR-2020) 64 Providing and fixing square-mouth S.W. gully trap class SP-1 complete withC.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. (DAR/19.4.1/Based on UPPWD/SOR-2020) 65 Providing and fixing Heavy Class SS gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT, UT & FD. Size 150 mm X 150 mm. M/R 66 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.(DAR/17.73.2/Based on UPPWD/SOR-2020)) 67 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. (DAR/17.31/Based on UPPWD/SOR-2020) 68 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DAR/18.65/Based on UPPWD/SOR-2020) 69 Providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of RCC and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by Engineer-in-charge, scaffolding etc. complete ½x24 gauge (AR/YEIDA//Based on UPPWD/SOR-2020)) 70 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper (DAR/9.101.1/Based on UPPWD/SOR-2020)) 71 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 :250x10mm (DAR/9.97.2/Based on UPPWD/SOR-2020)) 72 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 :125 mm (DAR/9.100.1/Based on UPPWD/SOR-2020)) 73 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 25mm nominal bore, weighing not less than 62 gms. (DAR/18.75.3/Based on UPPWD/SOR-2020) 74 Providing & Fixing of CP Heavy Duty Bottle Trap 32mm. (Complete complying with relavent standard specification and as directed by the Competent authority.) For Wash basin&Urinal. (DAR/17.70.1/Based on UPPWD/SOR-2020) 75 Providing and fixing 1mm 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 30x6mm for diagonal braces and central cross piece. (DAR/10.5.2/Based on UPPWD/SOR-2020) 76 Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) 77 Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) 78 Electrical Work:- 79 Wiring point for light in 1.5 sq. mm. PVCinsulated singlecorecopperconductor cable (inPVCconduit with 1.5sq.mm. FRLSH PVC insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 Amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting M.S.switch boardbox/junction boxwith supplyofallmaterial, labour& T&P etc. requiredforproper completion of the work complete in all respect, as directed by Engineer in charge PWD-2018 PS No-174C 80 Supply and Wiring of submains with 2 nos. of 2.5 sq. mm. FRLSH PVC insulated1100 Vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) PVC conduitwith2 nos 2.5 sq.mm.FRLSH PVC insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by Engineer in charge PWD-2018 PS No-261C 81 Supply and fixing of power plug with 20 Amp./250 voltflush type modularswitchand 5 pin 20 A/250 voltflush typeuniversal modular socket switch on concealed M.Sboxincluding supply of allmaterial, labourT&Petc. complete in all respect, as directed by Engineer in charge .PWD-2018 PS No-1139A 82 S&F surface/flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. PWD-2018 PS -1024A 83 S&F of 6 Amp to 32 Amp. MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge.PWD-2018PS -1002CAT-A 84 S&F of 40Amp. DP MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge. PWD-2018 PS No-1010 Cat-A 85 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DAR/10.18/Based on UPPWD/SOR-2020))
Contract Date: Feb 17, 2026 Contract Value : ₹ 26.65 Lakh
Government Departments No of Bidders 4
Uttar Pradesh View Result →
39.
Public Administrative Department #9503942 Technical Bid
Tender For Remaining Construction/Development Work Of The Library On Nazul Land Behind The Clock Tower | Part B - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge., All kinds of soil 2 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). 4 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete., 1:1½:3 (1 Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5 Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level 6 Centering and shuttering including strutting, propping etc. and removal of form for :, Arches, domes, vaults up to 6 m span 7 Centering and shuttering including strutting, propping etc. and removal of form for :, Foundations, footings, bases of columns, etc. for mass concrete 8 Providing and laying autoclaved aerated Concrete (AAC) blocks masonry with 100mm / 125 mm thick with Grade 1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. 9 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works upto plinth level, Concrete of M25 grade with minimum cement content of 330 kg /cum 10 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement, All works above plinth level upto floor V level, Concrete of M25 grade with minimum cement content of 330 kg /cum 11 Brick work 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 in all shapes and sizes in :, Cement mortar 1:6 (1 cement : 6 coarse sand) 12 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in wallswherever required. 13 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 14 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm 10cm long forked at end 60cm apart (minimum three lugs to be provided) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete. 15 Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deepcomplete in cement mortar 1:6 (1 cement : 6 coarse sand)., Above plinth level upto floor V level. 16 12 mm cement plaster of mix :, 1:4 (1 cement: 4 fine sand) 17 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. 18 Toughened glass 12 mm thickness DSR 8778 19 Stainless steel wire guage (Grade-304) aperture 1.4 mm and 0.50mm dia wire DSR 8737 20 Supply of Totally enclosed exhaust fan, 300mm sweep continously rated highly efficient heavy-dutymotor similar to Crompton Cat. Ref. Trans Air 12 or equivalent./MR (RA-2) 21 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. 22 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds., Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Two track four panels sliding windows with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on three panels along with multi-point locking system, nylon rollers with SS 304 body., Two and half track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body., Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system, (Height upto 1.8m). 23 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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required., Group A 24 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 25 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 2.5 sq. mm + 1X2.5 sq. mm earth wire 26 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 27 Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required., 2 X 16 sq. mm + 1 X 6 sq. mm earth wire 28 Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). 29 Supplying & fixing suitable size Gl box with modular plate and cover in fronton surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required. 30 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 A switch 31 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., 2 way 5/6 A switch 32 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required., Bell push 33 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 1 or 2 Module (75mmX75mm) 34 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 3 Module (100mmX75mm) 35 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 4 Module (125mmX75mm) 36 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 6 Module (200mmX75mm) 37 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 8 Module (125mmX125mm) 38 Supplying and fixing following size/ modules, Gl box along with modular base & cover plate for modular switches in recess etc. as required., 12 Module (200mmX150mm) 39 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 40 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., 32 mm 41 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. 42 Installation .Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing up to two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 43 Supplying and fixing call bell/ buzzer suitable for single phase, V, complete as required. 44 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 45 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, 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/lsolator), 4 way (4 + 12), Double door 46 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, 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/lsolator), 16 way, Double door 47 Supplying and fixing following rating, double pole, the existing MCB DB complete with connections, testing and commissioning etc. as required., 40 A 48 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required., 40 A 49 Supplying and fixing 5 A to 32 A rating, 240/415 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., Single pole 50 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 51 Earthing with G.l. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 52 Earthing with G.l. 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. (but without charcoal/ coke and salt) as required. 53 Supplying and laying 25 mm X 5 mm G.l. strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.l. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.l. nut bolt & spring washer spaced at 50mm) 54 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 55 HIGH MAST SHAFT Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind 56 FLOOD LIGHT LUMINAIRES Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect., CAT-AA 57 Supply & erection of overhead line with G.I. wire no. 8 to 4 SWG on poles/serivce bracket including binding etc. complete in all respect. 58 Wiring of Submains with Aluminium cable using existing steel conduit, S/W of submain with two Nos. of 2.5 Sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing conduit complete with supply of all material Labour and T&P required for proper completion of the work as directed at site by Engineer In Charge. 59 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 10 sq. mm 4 core 60 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 16 sq. mm 4 core 61 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 35 sq. mm 3-1/2 core 62 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc., 70 sq. mm 3-1/2 core 63 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 10 sq. mm 64 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 25 sq. mm 65 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 50 sq. mm 66 Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge., 16 sq. mm 67 S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve, CAT A 68 S&F of 0.5 Amp to 5 Amp. SP MCB (10KA) C Curve, CAT B 69 ENCAPSULATED PIPE - IN- PIPE EARTHING Supply and burring of Safe Earthing Electrode T-19 (Hot Dip Galvanized), Length up to 2000mm, outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GI pipe of 16 swg and inner GI pipe of 12 swg with Hot Dip Galvanization up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra) Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 70 Supply and erection of factory fabricated and wired metal clad dust and vermin proof floor mounting panel TPN switch board complete with the following HRC type heavy duty TPN fuse switches with fuses and instrument chamber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmerer, selector switches for ammeter and voltmeter, instrument fuses, current transormer etc. The board shall have suitable capacity electroytic alumininum busbars as per IS8623 istulate with heat shrink sleeving and mountend on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches shall be complete with suitable cable end boxes, reverse entery boxes in case of pedestaal type, cable sockets, compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as per direction of Engineer-in-Charge. All coutgoing switches of 100 Amp. and above will be provided with ampere metre current transformers and selector switches and instrument fuses etc. The switches board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mm/2 mm. Cubicle type switch board shall be of cat A B & B-II and pedestal type for Cat-B and C only. (Incoming - 200 Amp TPN 1 No.), Outgoing -100 Amp. TNP-2 Nos., Cat. B. Cubicle Type 71 Rooftop solar power plant 72 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 73 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:, New work (two or more coats) over and including Water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. 74 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 75 Demolishing R.C.C. 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. 76 Supply & Fixing of 7.5 HP KSB make 8 Stage pump set complete in all respect (PSR) 77 Supply and fixing of horizontal open well monosub pump in 3 hp make crompton 78 S/F of 2.5 sq mm 3 core pvc insulated pvc shethed flate submersible cable with bare bunched copper conductor for submersible pump moter with 1100 volt grade ISI marked all complite as per direction of EЛc. QRate 79 Engagement of Electrician/Plumber Chapter- 02A Labour Rate. SI No. 48 (Rate Rs. 400.00+10%C.P.= 440.00 80 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturers specifications & direction of Engineer in-Charge., 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. 81 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 82 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete., 10 litre capacity - White 83 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:, White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap 84 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete., Semi rigid pipe, 32 mm dia 85 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. 86 Providing and fixing toilet paper holder :, C.P. brass 87 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall, 40 mm nominal outer dia. Pipes. 88 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall, 50 mm nominal outer dia. Pipes. 89 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 walls etc., 15 mm nominal outer dia .Pipes. 90 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 walls etc., 20 mm nominal outer dia .Pipes. 91 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 walls etc., 25 mm nominal outer dia .Pipes. 92 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 walls etc., 32 mm nominal outer dia .Pipes. 93 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 50 mm nominal bore 94 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :, 40 mm nominal bore 95 Providing and fixing uplasticised PVC connection pipe with brass unions :, 45 cm length, 15 mm nominal bore 96 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931:, 15 mm nominal bore. 97 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms., 15 mm nominal bore. 98 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931., 15 mm nominal bore. 99 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :, 15mm nominal bore 100 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 101 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 7.5 102 Providing and fixing PTMT Bottle Trap for Wash basin and sink., Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms 103 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. 104 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. 105 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 50 mm OD (SDR-11) 106 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 75 mm OD (SDR-11) 107 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work, PN - 10 Pipe, 110 mm OD (SDR-11) 108 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level., All types of soil, 300 mm dia 109 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 200 mm nominal size dia 110 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge., 200 mm nominal size dia 111 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 112 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:, 200 mm dia 113 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete., 200 mm clamp 114 Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect., 40 A TPN 115 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:, With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 116 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :, 600 mm dia. R.C.C. pipe 117 Supply & fixing of MS benches including cost of benches (shape & size attached with estime) fixing the wave slide including excavation PCC 1:4:8 cement coarse sand & 40 mm nominal grit with CC 1:2:4 cement coarse sand & 20 mm gauge stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E/I. Sanction Rate 118 Providing & fixing of Dustbin made in mild steel frame with painting & polish and frame wooden member fixed in m.s. frame including painting polishing as per drawing & design all complete in direction of engineer in charge. PSR 119 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). 120 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-Charge. 121 Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). 122 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 123 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 124 Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 125 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 126 Fine dressing of the ground. 127 Digging 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 90 cm dia, and 90 cm deep 128 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Trees Plant 129 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water), Hedge Plant /Ground cover 130 Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge. 131 Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. 132 Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. 133 Providing and stacking of Jacaranda mimosifolia of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 134 Providing and stacking of Tabebuia sp. of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge. 135 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 136 Providing and stacking of Magnolia grandiflora of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v 137 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 138 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) :, Play grounds / Public parks (1Mali for 2.00Acre). 139 Supply & stacking Urea 40% Nitrogen @ 160 kg per acre (as per yard stick of CPWD LDA SOR 2018-19/11.1 ( @2512kg for 30 acres ) 140 Supply & stacking DAP 50 kg per acre/year. LDA SOR 2018-19/11.2 141 Supply & Stacking Bone Meal/ Oil Cake (LDA SOR Horti 2018-19/11.3) 50 kg per acre/Year 142 Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage upto 1 km lead,complete disposal upto designated place as per direction of officer-in-charge . 143 Providing and stacking of Madagaskar Almond ( Terminalia Mantally) of height 360 cm to 420 cm big foilage well developed multiple branches in 63 cm big poly bags ofsize as per direction of the officer-in-charge. 144 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :, With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 145 Providing & Making & Fixing of Storage Cabinet madeof 19MM Board, having shelves & shutters & teak wood beading & finished surface of 1MM Laminate including all hardware like tower bolts, hinges, lock & handle as per approved drawing & direction of Engineer incharge. MR 146 Supply, Installation, laying & commissioning of 63 mm outer dia 6Kg/cm2 HDPE pipe. 33.01 (Jal Nigam Varanasi SOR) 147 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily., Double charge vitrified tile polished finish of size, Size of Tile 600 x 1200 mm 148 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made., Frame size 65 x 100 mm 149 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately), 30 mm thick
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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40.
Housing Urban and Rular Development #9446940 Technical Bid
Construction For Extension In Existing Central Library On First Floor At Gsvm Medical College, Distt. Kanpur (U.P.)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
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41.
Housing Urban and Rular Development #9443269 Technical Bid
Tender For Construction Of Drinking Water Facility, Extra Class Room, Toilet Block, Multipurpose Hall And Library At Govt. High School Mangra, District- Amethi., 1 Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. 2 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. 3 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) : 3 graded stone aggregate 20 mm nominal size). 4 As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete) 5 Providing and laying in position cement concrete in 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) in foundation & floors excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).. Upto plinth level 6 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. excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 7 Above plinth level 8 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. 9 Same as in item no. 7 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 10 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 11 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 12 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 13 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 14 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 15 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. 16 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. 17 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 18 Providing and fixing injection moulded SWR floor trap of self cleaning design with top tile and strainer including cost of cutting and making good walls and floors.The jointing of pipes to the floor trap is to be complete with solvent cement/lubricant a) 100 mm inlet and 75 mm outlet 19 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbase support for tank. 20 Providing, fixing G. I. pipes complete with G. I. fittings and clamps includingcuttingandmaking good the walls etc.(a) 15 mm dia 21 (b) 25 mm dia 22 Providing and fixing of Water Cooler including all fittings etc. complete 23 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(a) 25 mm dia 24 Centering and shuttering including strutting, propping etc. and removal of form for :(a) Foundations, footings, bases of columns, etc. for mass concrete 25 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 26 (c) Suspended floors, roofs, landings, balconies and access platform 27 Columns, Pillars, Piers, Abutments, Posts and Struts 28 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 29 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 30 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 31 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.(0.785*0.3*0.3*90)-(0.785*0.15*0.15*90)=4.77 CUM 32 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit)with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 33 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :150 mm dia 34 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp. 35 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia. 36 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 37 Providing 2 core PVC insulated submersible cable from pump panel to submersible pump 38 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore 39 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 40 Supply of 150mm dia Johnson screen. 41 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 42 Filling of carted earth. 43 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 44 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 45 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 46 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 47 Same as above but above plinth level 48 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 49 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 50 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. excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 51 Above plinth level 52 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 53 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 54 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 55 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 56 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 57 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 58 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 59 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 60 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 61 Door / windows & Staircase grill. 62 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 63 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 64 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 65 (b) Windows 66 15 mm plinth plaster (1 cement :4 coarse sand) 67 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 68 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 69 Providing and laying vitrified floor tiles I.S.I. brand in different (thickness 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), including grouting the joints with white cement and matching pigments etc., complete. (Size of Tile 600x600 mm) 70 Providing and laying vitrified skirting tiles I.S.I. brand in different (thickness 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), including grouting the joints with white cement and matching pigments etc., complete. (Size of Tile 600x600 mm) 71 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 72 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 73 40 mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 74 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 75 Same as item above but on new wood surface. 76 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 77 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 78 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 79 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 80 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 81 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 82 (a) 200 mm x 10mm 83 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 84 Making drain along with the apron. 85 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. 86 Supply and fixing of Green Baord for class room 87 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Foundations, footings, bases of columns, etc. for mass concrete. 88 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 89 Suspended floors, roofs, landings, balconies and access platform. 90 Columns,Pillars, Piers, Abutments, Posts and Struts. 91 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) 92 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia 93 Single tee with door110x110x110 mm 94 Plain bend 87.5 deg110 mm dia 95 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia 96 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 97 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 98 UPPWD-2018Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core Copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 99 Same as item No. (1) but for fanandlight duty exhaust fan. 100 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 101 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 102 Addition for plugpointswith modular type switchin place of piono type switch. 103 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 104 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 105 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 106 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 107 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 108 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 109 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 110 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 111 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 112 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 113 Suuply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 114 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A)6 Way TPN 115 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 116 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 117 FIRE FIGHTING SYSTEMSupply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 118 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 119 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 120 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 121 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 122 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 123 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 124 Same as above but above plinth level 125 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 126 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 127 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 128 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 129 Same as in item no. 10 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 130 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. (b) 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 tiling with cement mortar (which will be paid for separately. 131 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 132 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 133 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 134 Door / windows & Staircase grill. 135 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 136 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 137 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 138 (b) Ventilator 139 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 140 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 141 40 mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 142 20 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 parts of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work. 143 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 144 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 145 Same as item above but on new wood surface. 146 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 147 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 148 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. 149 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 150 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 151 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 152 (a) 200 mm x 10mm 153 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 154 Making drain along with the apron. 155 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Lintels, beams, plinth beams, girders, bressumers and cantilevers. 156 Suspended floors, roofs, landings, balconies and access platform. 157 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 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:White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests 158 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 159 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 160 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 550x 400 mm with single 15 mm C.P. brass pillar tap 161 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.32 mm dia (for wash basin) 162 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 163 Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 164 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. 165 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15mm nominal bore 166 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 walls etc.For Internal Toilet15 mm nominal outer dia Pipes 167 20 mm nominal outer dia Pipes 168 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall25 mm nominal bore 169 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on WallTerrace loop & Tank Filling Pipe25 mm nominal bore 170 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. 171 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25mm diameter pipe 172 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore 173 Providing and fixing brass stop cock of approved quality :For Internal Toilet20 mm nominal bore 174 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :For vertical pipe connection with terrace ringmain25mm nominal bore 175 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.Internal Toilet (Soil & Waste Pipe)75 mm 176 110 mm 177 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 178 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.Size 75 mm 179 Size 110 mm 180 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.Size 75/90 mm 181 Size 110 mm 182 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 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation m-150 183 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete:100 mm diameter 184 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.All kind of soilPipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 185 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design:100mm dia SWpipe 186 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 187 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern 188 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) 189 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia 190 Single tee with door110x110x110 mm 191 Plain bend 87.5 deg110 mm dia 192 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia 193 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 194 Wiring points for light with 1.5 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable heavy guaged rigid steel conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet ect complete in all respect as directed including matching colour wash. 195 Same as item No. (1) but for fanandlight duty exhaust fan. 196 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 197 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 198 Addition for plugpointswith modular type switchin place of piono type switch. 199 Addition for HPSV/Exhaust Fan pointswith modular type switchin place of piono type switch. 200 Supply & wiring of submains with two number4 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick)PVC conduit with 1 Number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduitcomplete in all respect. 201 Supply and fixing and concealing of 20mm dia. 16 SWG (1.5 mm) thick rigid steel conduit pipe in the wall including cutting of brick work, laying of conduit and fixing it with M.S. hooksand then plastering with cement, sand mortar finished to the level, with matching colour wash including cost of proper threading of the conduit & providing necessary socket, bends and chuck nuts and as directed by the Engineer in charge with the supply of all material labour and T&P required for proper completion of work. 202 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 203 Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. 204 S/F of single light wall bracket on matching M.D.F.E.G..board base etc. complete in all respects. 205 Supply and fixing of LED Tube light with batten suitable for up to 1 x 22 watt LED tubelight fitting including tube on surface complete in all respect. (CAT-AAA) 206 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. CAT-A 207 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 208 SEPTIC TANK & SOAK PITSize :- Length = 3.00 M. Width = 1.50M Total Depth =2.30MEarth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth 209 In all kind of soil upto 1.5m to 3.0m. depth 210 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 20mm nominal size) 211 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 212 Reinforcement cement concrete work in RCC slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 213 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 214 Shuttering work in slab 215 12mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) 216 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 217 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 218 Providing & fixing 75mm dia vent pipes. 219 Providing & fixing of 75mm dia cast iron terminal guard. 220 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 221 M.D. -2.5- Circular shape 450mm internal diameter 222 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks 223 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 224 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 225 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 226 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 227 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 228 Same as above but above plinth level 229 Providing and laying in position specified grade of reinforced cement concrete Slab, excluding the cost of centering, shuttering, finishing and excluding 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 ) 230 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 231 Same as above but above plinth level 232 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 excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).All work up to plinth levelGround floor 233 All work above plinth level 234 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 235 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 236 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 237 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 238 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 239 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 240 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 241 Extra for double leaf door shutters 242 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 243 Door / windows & Staircase grill. 244 Angle iron door chaukhat 40*40*5 245 Z Section steel window 246 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 247 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 248 (b) Windows 249 (c) Ventilator chaukhats 250 15 mm plinth plaster (1 cement :4 coarse sand) 251 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 252 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 253 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 254 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 255 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 256 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 257 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 258 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 259 Same as item above but on new wood surface. 260 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 261 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 262 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 263 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 264 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 265 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 266 (a) 200 mm x 10mm 267 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 268 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 269 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 Engineerin- 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. 270 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 :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 271 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Foundations, footings, bases of columns, etc. for mass concrete. 272 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 273 Suspended floors, roofs, landings, balconies and access platform. 274 Columns,Pillars, Piers, Abutments, Posts and Struts. 275 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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 requiredWhite Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 276 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 requiredW.C. pan with ISI marked white plastic seat and lid 277 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 550x 400 mm with single 15 mm C.P. brass pillar tap. 278 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.a) 32mm dia 279 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. 280 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge.15mm nominal bore 281 Providing and fixing Toilet paper holdera) C.P. brass 282 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 283 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes.110mm diameter 284 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 285 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110mm 286 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 287 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(External work)50mm dia nominal bore 288 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.50mm dia nominal bore. 289 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.internal work -Exposed on wall20mm dia nominal outer dia pipes 290 25mm dia nominal outer dia pipes 291 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.15mm dia nominal outer dia pipes 292 20mm dia nominal outer dia pipes 293 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.15mm nominal bore 294 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore 295 Providing & fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore 296 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 893115mm nominal bore 297 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 298 Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore 299 20 mm dia nominal bore 300 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete25 mm nominal bore 301 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. 302 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 303 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100mm diameter 304 150mm diameter 305 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.100mm diameterS.W. Pipe 306 150mm diameterS.W. Pipe 307 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 300x300 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 typeWith Sewer bricks conforming to IS : 4885 308 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75(i) For Sewer Line 309 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work.75 mm O.D. 310 110 mm O.D. 311 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 312 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.Size 75 mm 313 Size 110 mm 314 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.Size 75/90 mm 315 Size 110 mm 316 Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.Size 75x75x75 mm 317 Size 110x110x110 mm 318 Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.Size 75 mm 319 Size 110 mm 320 SUBHEAD I- WIRINGPOINTS UPPWD-2018Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core aluminium condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 321 Same as item No. (1) but for fanandlight duty exhaust fan. 322 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 323 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 324 Addition for plugpointswith modular type switchin place of piono type switch. 325 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 326 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. cable as earth contunity wire etc. complete in all respects. 327 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. cable as earth contunity wire etc. complete in all respects. 328 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 329 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANSErection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 330 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 331 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 332 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 333 Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing systemBEE 5 star rated-1200 mm sweep 334 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 335 Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 336 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 337 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 338 SUBHEAD III-DISTIBUTION BOARDSupply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects.4 Way SPN 339 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. 340 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge.63 Amp. 4 Pole MCB 341 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 342 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 343 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 344 SUBHEAD IV-CABLESSupply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.16 sqmm4 core 345 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire16 sqmm4 core 346 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.16 Sq.mm 347 SUBHEAD V-MAIN DISTRIBUTION BOARDSupply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. Incoming :Incomming :-100Amp. TPN-1 No.Outgoing : 63Amp. TPN-2 No. CAT B, Cubical Type 348 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 349 FIRE FIGHTING SYSTEMSupply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 350 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 351 SEPTIC TANK & SOAK PITSize :- Length = 3.00 M. Width = 1.50M Total Depth =2.30MEarth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth 352 In all kind of soil upto 1.5m to 3.0m. depth 353 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 20mm nominal size) 354 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 355 Reinforcement cement concrete work in RCC slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 356 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 357 Shuttering work in slab 358 12mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) 359 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 360 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 361 Providing & fixing 75mm dia vent pipes. 362 Providing & fixing of 75mm dia cast iron terminal guard. 363 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 364 M.D. -2.5- Circular shape 450mm internal diameter 365 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks 366 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 367 Filling of carted earth. 368 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 369 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 370 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 371 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 372 Same as above but above plinth level 373 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 374 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 375 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. excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 376 Above plinth level 377 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 378 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 379 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 380 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 381 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 382 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 383 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 384 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 385 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 386 Door / windows & Staircase grill. 387 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 388 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 389 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 390 (b) Windows 391 15 mm plinth plaster (1 cement :4 coarse sand) 392 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 393 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 394 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 395 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 396 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 397 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 398 40 mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 399 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 400 Same as item above but on new wood surface. 401 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 402 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 403 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 404 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 405 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 406 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 407 (a) 200 mm x 10mm 408 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 409 Making drain along with the apron. 410 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Foundations, footings, bases of columns, etc. for mass concrete. 411 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 412 Suspended floors, roofs, landings, balconies and access platform. 413 Columns,Pillars, Piers, Abutments, Posts and Struts. 414 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) 415 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia 416 Single tee with door110x110x110 mm 417 Plain bend 87.5 deg110 mm dia 418 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia 419 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 420 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 421 UPPWD-2018Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core Copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 422 Same as item No. (1) but for fanandlight duty exhaust fan. 423 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 424 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 425 Addition for plugpointswith modular type switchin place of piono type switch. 426 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 427 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 428 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 429 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 430 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 431 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 432 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 433 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 434 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 435 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 436 Suuply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 437 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A)6 Way TPN 438 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 439 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 440 FIRE FIGHTING SYSTEMSupply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 441 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 442 GST PAID EXTRA
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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42.
Housing Urban and Rular Development #9443268 Technical Bid
Tender For Construction Of Drinking Water Facility, Extra Class Room, Toilet Block, Multipurpose Hall And Library At Govt. High School Satan Ka Purwa, District- Amethi., 1 Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. 2 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. 3 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) : 3 graded stone aggregate 20 mm nominal size). 4 As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete) 5 Providing and laying in position cement concrete in 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) in foundation & floors excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).. Upto plinth level 6 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. excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 7 Above plinth level 8 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. 9 Same as in item no. 7 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 10 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 11 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 12 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). 13 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 14 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 15 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. 16 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. 17 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 18 Providing and fixing injection moulded SWR floor trap of self cleaning design with top tile and strainer including cost of cutting and making good walls and floors.The jointing of pipes to the floor trap is to be complete with solvent cement/lubricant a) 100 mm inlet and 75 mm outlet 19 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbase support for tank. 20 Providing, fixing G. I. pipes complete with G. I. fittings and clamps includingcuttingandmaking good the walls etc.(a) 15 mm dia 21 (b) 25 mm dia 22 Providing and fixing of Water Cooler including all fittings etc. complete 23 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(a) 25 mm dia 24 Centering and shuttering including strutting, propping etc. and removal of form for :(a) Foundations, footings, bases of columns, etc. for mass concrete 25 (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 26 (c) Suspended floors, roofs, landings, balconies and access platform 27 Columns, Pillars, Piers, Abutments, Posts and Struts 28 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.300 mm dia 29 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia 30 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 31 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.(0.785*0.3*0.3*90)-(0.785*0.15*0.15*90)=4.77 CUM 32 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit)with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 33 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :150 mm dia 34 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 150 mm clamp. 35 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia. 36 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 37 Providing 2 core PVC insulated submersible cable from pump panel to submersible pump 38 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore 39 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 40 Supply of 150mm dia Johnson screen. 41 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 42 Filling of carted earth. 43 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 44 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 45 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 46 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 47 Same as above but above plinth level 48 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 49 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 50 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. excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 51 Above plinth level 52 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 53 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 54 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 55 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 56 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 57 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 58 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 59 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 60 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 61 Door / windows & Staircase grill. 62 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 63 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 64 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 65 (b) Windows 66 15 mm plinth plaster (1 cement :4 coarse sand) 67 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 68 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 69 Providing and laying vitrified floor tiles I.S.I. brand in different (thickness 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), including grouting the joints with white cement and matching pigments etc., complete. (Size of Tile 600x600 mm) 70 Providing and laying vitrified skirting tiles I.S.I. brand in different (thickness 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), including grouting the joints with white cement and matching pigments etc., complete. (Size of Tile 600x600 mm) 71 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 72 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 73 40 mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 74 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 75 Same as item above but on new wood surface. 76 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 77 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 78 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 79 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 80 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 81 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 82 (a) 200 mm x 10mm 83 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 84 Making drain along with the apron. 85 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. 86 Supply and fixing of Green Baord for class room 87 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Foundations, footings, bases of columns, etc. for mass concrete. 88 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 89 Suspended floors, roofs, landings, balconies and access platform. 90 Columns,Pillars, Piers, Abutments, Posts and Struts. 91 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) 92 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia 93 Single tee with door110x110x110 mm 94 Plain bend 87.5 deg110 mm dia 95 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia 96 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 97 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 98 UPPWD-2018Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core Copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 99 Same as item No. (1) but for fanandlight duty exhaust fan. 100 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 101 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 102 Addition for plugpointswith modular type switchin place of piono type switch. 103 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 104 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 105 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 106 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 107 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 108 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 109 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 110 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 111 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 112 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 113 Suuply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 114 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A)6 Way TPN 115 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 116 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 117 FIRE FIGHTING SYSTEMSupply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 118 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 119 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 120 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 121 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 122 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 123 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 124 Same as above but above plinth level 125 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 126 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 127 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. 128 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 129 Same as in item no. 10 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 130 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. (b) 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 tiling with cement mortar (which will be paid for separately. 131 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 132 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 133 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 134 Door / windows & Staircase grill. 135 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 136 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 137 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 138 (b) Ventilator 139 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 140 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 141 40 mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 142 20 mm thick cement plaster in dado/ skirting in 1:3 consisting of one part of cement and 2 parts of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work. 143 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 144 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 145 Same as item above but on new wood surface. 146 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 147 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 148 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. 149 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 150 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 151 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 152 (a) 200 mm x 10mm 153 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 154 Making drain along with the apron. 155 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Lintels, beams, plinth beams, girders, bressumers and cantilevers. 156 Suspended floors, roofs, landings, balconies and access platform. 157 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 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:White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests 158 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 159 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 160 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 550x 400 mm with single 15 mm C.P. brass pillar tap 161 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.32 mm dia (for wash basin) 162 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 163 Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 164 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. 165 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15mm nominal bore 166 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 walls etc.For Internal Toilet15 mm nominal outer dia Pipes 167 20 mm nominal outer dia Pipes 168 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall25 mm nominal bore 169 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on WallTerrace loop & Tank Filling Pipe25 mm nominal bore 170 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. 171 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 25mm diameter pipe 172 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore 173 Providing and fixing brass stop cock of approved quality :For Internal Toilet20 mm nominal bore 174 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :For vertical pipe connection with terrace ringmain25mm nominal bore 175 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.Internal Toilet (Soil & Waste Pipe)75 mm 176 110 mm 177 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 178 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.Size 75 mm 179 Size 110 mm 180 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.Size 75/90 mm 181 Size 110 mm 182 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 100mm size P-type With common burnt clay F.P.S. (non modular) bricks of class designation m-150 183 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete:100 mm diameter 184 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m.All kind of soilPipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 185 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design:100mm dia SWpipe 186 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 187 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern 188 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) 189 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia 190 Single tee with door110x110x110 mm 191 Plain bend 87.5 deg110 mm dia 192 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia 193 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 194 Wiring points for light with 1.5 sqmm.FRLSH PVC insulated multistrand single core copper condutor cable heavy guaged rigid steel conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet ect complete in all respect as directed including matching colour wash. 195 Same as item No. (1) but for fanandlight duty exhaust fan. 196 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 197 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 198 Addition for plugpointswith modular type switchin place of piono type switch. 199 Addition for HPSV/Exhaust Fan pointswith modular type switchin place of piono type switch. 200 Supply & wiring of submains with two number4 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in 20mm dia heavy duty (2mm thick)PVC conduit with 1 Number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand copper conductor cable as earth continuity wire drawn inside the conduitcomplete in all respect. 201 Supply and fixing and concealing of 20mm dia. 16 SWG (1.5 mm) thick rigid steel conduit pipe in the wall including cutting of brick work, laying of conduit and fixing it with M.S. hooksand then plastering with cement, sand mortar finished to the level, with matching colour wash including cost of proper threading of the conduit & providing necessary socket, bends and chuck nuts and as directed by the Engineer in charge with the supply of all material labour and T&P required for proper completion of work. 202 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 203 Supply & fixing of 16 gauge M.S.drum duly painted including making hole in the wall for exhaust fan and finishing properlyetc. complete as required. 204 S/F of single light wall bracket on matching M.D.F.E.G..board base etc. complete in all respects. 205 Supply and fixing of LED Tube light with batten suitable for up to 1 x 22 watt LED tubelight fitting including tube on surface complete in all respect. (CAT-AAA) 206 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. CAT-A 207 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 208 SEPTIC TANK & SOAK PITSize :- Length = 3.00 M. Width = 1.50M Total Depth =2.30MEarth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth 209 In all kind of soil upto 1.5m to 3.0m. depth 210 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 20mm nominal size) 211 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 212 Reinforcement cement concrete work in RCC slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 213 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 214 Shuttering work in slab 215 12mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) 216 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 217 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 218 Providing & fixing 75mm dia vent pipes. 219 Providing & fixing of 75mm dia cast iron terminal guard. 220 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 221 M.D. -2.5- Circular shape 450mm internal diameter 222 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks 223 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 224 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 225 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 226 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 227 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 228 Same as above but above plinth level 229 Providing and laying in position specified grade of reinforced cement concrete Slab, excluding the cost of centering, shuttering, finishing and excluding 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 ) 230 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 231 Same as above but above plinth level 232 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 excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).All work up to plinth levelGround floor 233 All work above plinth level 234 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 235 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 236 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 237 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 238 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 239 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 240 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 241 Extra for double leaf door shutters 242 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 243 Door / windows & Staircase grill. 244 Angle iron door chaukhat 40*40*5 245 Z Section steel window 246 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 247 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 248 (b) Windows 249 (c) Ventilator chaukhats 250 15 mm plinth plaster (1 cement :4 coarse sand) 251 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 252 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 253 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 254 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 255 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 256 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 257 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 258 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 259 Same as item above but on new wood surface. 260 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 261 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 262 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 263 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 264 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 265 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 266 (a) 200 mm x 10mm 267 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 268 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 269 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 Engineerin- 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. 270 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 :12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 271 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Foundations, footings, bases of columns, etc. for mass concrete. 272 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 273 Suspended floors, roofs, landings, balconies and access platform. 274 Columns,Pillars, Piers, Abutments, Posts and Struts. 275 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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 requiredWhite Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 276 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 requiredW.C. pan with ISI marked white plastic seat and lid 277 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 550x 400 mm with single 15 mm C.P. brass pillar tap. 278 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.a) 32mm dia 279 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. 280 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge.15mm nominal bore 281 Providing and fixing Toilet paper holdera) C.P. brass 282 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 283 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes.110mm diameter 284 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 285 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110mm 286 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 287 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(External work)50mm dia nominal bore 288 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.50mm dia nominal bore. 289 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.internal work -Exposed on wall20mm dia nominal outer dia pipes 290 25mm dia nominal outer dia pipes 291 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.15mm dia nominal outer dia pipes 292 20mm dia nominal outer dia pipes 293 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.15mm nominal bore 294 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore 295 Providing & fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore 296 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 893115mm nominal bore 297 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 298 Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore 299 20 mm dia nominal bore 300 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete25 mm nominal bore 301 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. 302 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 303 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100mm diameter 304 150mm diameter 305 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.100mm diameterS.W. Pipe 306 150mm diameterS.W. Pipe 307 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 300x300 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 typeWith Sewer bricks conforming to IS : 4885 308 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With FPS bricks of class designation 75(i) For Sewer Line 309 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work.75 mm O.D. 310 110 mm O.D. 311 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 312 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.Size 75 mm 313 Size 110 mm 314 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.Size 75/90 mm 315 Size 110 mm 316 Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.Size 75x75x75 mm 317 Size 110x110x110 mm 318 Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.Size 75 mm 319 Size 110 mm 320 SUBHEAD I- WIRINGPOINTS UPPWD-2018Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core aluminium condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 321 Same as item No. (1) but for fanandlight duty exhaust fan. 322 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 323 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 324 Addition for plugpointswith modular type switchin place of piono type switch. 325 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 326 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. cable as earth contunity wire etc. complete in all respects. 327 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. cable as earth contunity wire etc. complete in all respects. 328 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 329 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANSErection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 330 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 331 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 332 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 333 Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing systemBEE 5 star rated-1200 mm sweep 334 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 335 Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 336 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 337 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 338 SUBHEAD III-DISTIBUTION BOARDSupply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects.4 Way SPN 339 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. 340 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge.63 Amp. 4 Pole MCB 341 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 342 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 343 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 344 SUBHEAD IV-CABLESSupply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.16 sqmm4 core 345 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire16 sqmm4 core 346 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.16 Sq.mm 347 SUBHEAD V-MAIN DISTRIBUTION BOARDSupply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. Incoming :Incomming :-100Amp. TPN-1 No.Outgoing : 63Amp. TPN-2 No. CAT B, Cubical Type 348 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 349 FIRE FIGHTING SYSTEMSupply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 350 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 351 SEPTIC TANK & SOAK PITSize :- Length = 3.00 M. Width = 1.50M Total Depth =2.30MEarth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth 352 In all kind of soil upto 1.5m to 3.0m. depth 353 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:4:8 (1 cement : 4 coarse sand : 8 gradded stone aggregae 20mm nominal size) 354 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 355 Reinforcement cement concrete work in RCC slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 356 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 357 Shuttering work in slab 358 12mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) 359 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 360 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 361 Providing & fixing 75mm dia vent pipes. 362 Providing & fixing of 75mm dia cast iron terminal guard. 363 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter 364 M.D. -2.5- Circular shape 450mm internal diameter 365 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks 366 Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 367 Filling of carted earth. 368 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 369 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 370 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 371 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 372 Same as above but above plinth level 373 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 374 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 375 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. excluding cost of centering, shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).Upto plinth level 376 Above plinth level 377 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and excluding 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 ) 378 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 379 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 380 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 381 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 382 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 383 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:(a) 35 mm thick 384 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 385 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Hold fast for chaukhats of doors/windows. 386 Door / windows & Staircase grill. 387 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 388 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 389 Fixing of Door, windows/ventilators chaukhats in position.(a) Door 390 (b) Windows 391 15 mm plinth plaster (1 cement :4 coarse sand) 392 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 393 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 394 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 395 Providing and laying of 8 to 10 mm thick ivory or light shade vitrified floor tiles of300 mmx 300 mm size in flooring or skirting laid with 1:4 cement mortar (1 cement :4 coarse sand ) finishing with cement slurry and with pigment grouting & polishing completeincluding supply of all materials, labour and tools and plants etc. required for proper complition of work 396 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 397 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 398 40 mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 399 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 400 Same as item above but on new wood surface. 401 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 402 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 403 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 404 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 405 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 406 Providing and fixing stainless steel tower bolts with necessary screws etc. complete(a) 250 mm x 10mm 407 (a) 200 mm x 10mm 408 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 409 Making drain along with the apron. 410 Centering & shuttering including strutting, propping etc. and removal of form for all heights:Foundations, footings, bases of columns, etc. for mass concrete. 411 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 412 Suspended floors, roofs, landings, balconies and access platform. 413 Columns,Pillars, Piers, Abutments, Posts and Struts. 414 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm dia (for rain water) 415 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion.Single Push Fit Coupler110 mm dia 416 Single tee with door110x110x110 mm 417 Plain bend 87.5 deg110 mm dia 418 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm dia 419 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 420 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 421 UPPWD-2018Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core Copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 422 Same as item No. (1) but for fanandlight duty exhaust fan. 423 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 424 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points.Addition for light / fan points with modular type switchin place of piono type switch. 425 Addition for plugpointswith modular type switchin place of piono type switch. 426 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 427 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 428 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 429 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 430 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 431 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 432 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 433 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 434 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 435 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 436 Suuply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 437 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A)6 Way TPN 438 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 439 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 440 FIRE FIGHTING SYSTEMSupply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 441 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 442 GST PAID EXTRA
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
43.
Housing Urban and Rular Development #9443258 Technical Bid
Tender For Construction Of Drinking Water Facility, Library And Multipurpose Hall In Govt. High School Kahra Sulempur District. Ambedkar Nagar, 1 DRINKING WATER FACILITY (CIVIL WORK)Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. 2 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. 3 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, T and P etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. 4 As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete) 5 As in item 6 abovebut inR.C.C. Raft foundation & footing .(Using1:1.5:3Mix concrete) 6 As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete). 7 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. 8 Same as in item no. 7 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 9 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil 10 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 11 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 12 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. 13 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 14 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. 15 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. 16 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 17 Providing and fixing injection moulded SWR floor trap of self cleaning design with top tile and strainer including cost of cutting and making good walls and floors.The jointing of pipes to the floor trap is to be complete with solvent cement/lubricant 18 a) 100 mm inlet and 75 mm outlet 19 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbase support for tank. 20 Providing, fixing G. I. pipes complete with G. I. fittings and clamps includingcuttingandmaking good the walls etc. 21 (a) 15 mm dia 22 (b) 25 mm dia 23 Providing and fixing of Water Cooler including all fittings etc. complete 24 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 (a) 25 mm dia 26 SUBMERSIBLE PUMP WITH BORINGBoring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 27 300 mm dia 28 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 29 100 mm nominal size dia 30 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 31 100 mm nominal size dia 32 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 33 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) 34 with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 35 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 36 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 37 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 38 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 39 Providing 2 core PVC insulated submersible cable from pump panel to submersible pump 40 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 41 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 42 Supply of 100mm dia Johnson screen. 43 MULTI PURPOSE HALL (CIVIL WORK)Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 44 Filling of carted earth. 45 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 46 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 47 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 48 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. 49 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) 50 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 51 As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete). 52 Ground floor 53 All work above plinth level 54 As in item 6 abovebut inR.C.C. Raft foundation & footing .(Using1:1.5:3Mix concrete) 55 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 56 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 57 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 58 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 59 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 60 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 61 (a) 35 mm thick 62 Extra for double leaf door shutters 63 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 64 Hold fast for chaukhats of doors/windows. 65 Door / windows & Staircase grill. 66 Angle iron door chaukhat 40*40*5 67 Z Section steel window 68 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 69 Fixing of Door, windows/ventilators chaukhats in position. 70 (a) Door 71 (b) Windows 72 (c) Ventilator chaukhats 73 15 mm plinth plaster (1 cement :4 coarse sand) 74 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 75 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 76 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 77 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 78 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 79 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 80 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 81 25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 82 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 83 Same as item above but on new wood surface. 84 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 85 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 86 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 87 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 88 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 89 Providing and fixing stainless steel tower bolts with necessary screws etc. complete 90 (a) 250 mm x 10mm 91 (a) 200 mm x 10mm 92 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 93 Making drain along with the apron. 94 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 95 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 Engineerin- 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. 96 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 : 97 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 98 MULTI PURPOSE HALL (PLUMBING WORK)Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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 99 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 100 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 101 W.C. pan with ISI marked white plastic seat and lid 102 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: 103 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 104 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 105 Semi rigid pipe 32mm dia 106 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. 107 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 108 15mm nominal bore 109 Providing and fixing Toilet paper holder 110 a) C.P. brass 111 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 112 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. 113 110mm diameter 114 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 115 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 116 110mm 117 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 118 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. Exposed on wall 119 50mm dia nominal bore 120 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 121 50mm dia nominal bore. 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. internal work -Exposed on wall 123 20mm dia nominal outer dia pipes 124 25mm dia nominal outer dia pipes 125 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 126 15mm dia nominal outer dia pipes 127 20mm dia nominal outer dia pipes 128 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 129 15mm nominal bore 130 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 131 15mm nominal bore 132 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 133 15mm nominal bore 134 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 135 15mm nominal bore 136 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 137 Providing and fixing gun metal gate valve with wheel of approved quality. 138 25mm dia nominal bore 139 20 mm dia nominal bore 140 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 141 25 mm nominal bore 142 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. 143 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 144 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 145 100mm diameter 146 150mm diameter 147 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 148 100mm diameterS.W. Pipe 149 150mm diameterS.W. Pipe 150 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 300x300 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 151 With Sewer bricks conforming to IS : 4885 152 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 153 With FPS bricks of class designation 75 For Sewer Line 154 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 155 75 mm O.D. 156 110 mm O.D. 157 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 158 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. 159 Size 75 mm 160 Size 110 mm 161 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. 162 Size 75/90 mm 163 Size 110 mm 164 Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. 165 Size 75x75x75 mm 166 Size 110x110x110 mm 167 Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. 168 Size 75 mm 169 Size 110 mm 170 Multi Purpose Hall (Electrical Work)Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core aluminium condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 171 Same as item No. (1) but for fanandlight duty exhaust fan. 172 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 173 Addition for light / fan points with modular type switchin place of piono type switch. 174 Addition for plugpointswith modular type switchin place of piono type switch. 175 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 176 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 177 cable as earth contunity wire etc. complete in all respects. 178 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 179 cable as earth contunity wire etc. complete in all respects. 180 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 181 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 182 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 183 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 184 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 185 Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing system 186 BEE 5 star rated-1200 mm sweep 187 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 188 Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 189 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 190 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 191 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 192 6 Way TPN 193 4 Way SPN 194 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. 195 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 196 63 Amp. 4 Pole MCB 197 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 198 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 199 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 200 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 201 16 sqmm4 core 202 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 203 16 sqmm4 core 204 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 205 16 Sq.mm 206 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used. 207 All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.Incoming :Incomming :-100Amp. TPN-1 No.Outgoing :63Amp. TPN-2 No.CAT B, Cubical TypeIncoming :Incomming :-100Amp. TPN-1 No.Outgoing :63Amp. TPN-2 No.CAT B, Cubical Type 208 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 209 300mm sweep. 210 MULTI PURPOSE HALL (FIRE FIGHTING)Supply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 211 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 212 SEPTIC TANKEarth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 213 In all kind of soil upto 1.5m depth 214 In all kind of soil upto 1.5m to 3.0m. depth 215 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size) 216 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 3 coarse sand) 217 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) including centering and shuttering and reinforcement. 218 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 219 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 220 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 221 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 222 Providing & fixing 75mm dia vent pipes. 223 Providing & fixing of 75mm dia cast iron terminal guard. 224 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 225 M.D. -10- Circular shape 500mm internal diameter 226 M.D. -2.5- Circular shape 450mm internal diameter 227 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 228 With F.P.S. bricks 229 LIBRARY (CIVIL WORK)Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 230 Filling of carted earth. 231 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 232 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 233 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 234 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. 235 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) 236 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 237 As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete). 238 All work up to plinth level Ground floor 239 All work above plinth level 240 As in item 6 abovebut inR.C.C. Raft foundation & footing .(Using1:1.5:3Mix concrete) 241 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 242 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 243 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 244 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 245 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 246 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 247 (a) 35 mm thick 248 Extra for double leaf door shutters 249 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 250 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 251 Hold fast for chaukhats of doors/windows. 252 Door / windows & Staircase grill. 253 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 254 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 255 Fixing of Door, windows/ventilators chaukhats in position. 256 (a) Door 257 (b) Windows 258 15 mm plinth plaster (1 cement :4 coarse sand) 259 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 260 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 261 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 262 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 263 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 264 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 265 25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 266 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 267 Same as item above but on new wood surface. 268 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 269 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 270 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 271 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 272 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 273 Providing and fixing stainless steel tower bolts with necessary screws etc. complete 274 (a) 250 mm x 10mm 275 (a) 200 mm x 10mm 276 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 277 Making drain along with the apron. 278 LIBRARY (PLUMBING WORK)Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 279 110 mm dia (for rain water) 280 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 281 Single Push Fit Coupler 110 mm dia 282 Single tee with door 110x110x110 mm 283 Plain bend 87.5 deg 110 mm dia 284 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 285 110 mm dia 286 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 287 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 288 LIBRARY (ELECTRICAL WORK)Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core Copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as 289 earth continuity wire and piano type switch etc. complete in all respects. 290 Same as item No. (1) but for fanandlight duty exhaust fan. 291 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 292 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 293 Addition for light / fan points with modular type switchin place of piono type switch. 294 Addition for plugpointswith modular type switchin place of piono type switch. 295 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 296 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 297 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor 298 cable as earth contunity wire etc. complete in all respects. 299 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor 300 cable as earth contunity wire etc. complete in all respects. 301 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 302 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 303 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 304 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system. 305 BEE 5 Star rated-1200mm sweep 306 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 307 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 308 Suuply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 309 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A) 310 6 Way TPN 311 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 312 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 313 LIBRARY (FIRE FIGHTING)Supply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 314 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
44.
Housing Urban and Rular Development #9443257 Technical Bid
Tender For Construction Of Drinking Water Facility, Library And Multipurpose Hall In Govt. High School Rampur Skarwari District. Ambedkar Nagar, 1 DRINKING WATER FACILITY (CIVIL WORK)Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. 2 Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. 3 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 in Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, T and P etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. 4 As in item no. 3 above but for slabs (Using 1:1.5:3 Mix concrete) 5 As in item 6 abovebut inR.C.C. Raft foundation & footing .(Using1:1.5:3Mix concrete) 6 As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete). 7 First class brick work in 1:6 cement and coarse sand of 2.25 fineness modulus) mortar in super-structure above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honeycombed brick work in thickness of wall more than 12cms. 8 Same as in item no. 7 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 9 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil 10 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 11 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 12 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. 13 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 14 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. 15 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. 16 Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. 17 Providing and fixing injection moulded SWR floor trap of self cleaning design with top tile and strainer including cost of cutting and making good walls and floors.The jointing of pipes to the floor trap is to be complete with solvent cement/lubricant 18 a) 100 mm inlet and 75 mm outlet 19 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbase support for tank. 20 Providing, fixing G. I. pipes complete with G. I. fittings and clamps includingcuttingandmaking good the walls etc. 21 (a) 15 mm dia 22 (b) 25 mm dia 23 Providing and fixing of Water Cooler including all fittings etc. complete 24 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 (a) 25 mm dia 26 SUBMERSIBLE PUMP WITH BORINGBoring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 27 300 mm dia 28 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 29 100 mm nominal size dia 30 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 31 100 mm nominal size dia 32 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 33 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit) 34 with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 35 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :100 mm dia 36 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 100 mm clamp. 37 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia. 38 Supply of submersible pump of make KSB 2.0HP with control panel, support wire etc. complete. 39 Providing 2 core PVC insulated submersible cable from pump panel to submersible pump 40 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore 41 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) 42 Supply of 100mm dia Johnson screen. 43 MULTI PURPOSE HALL (CIVIL WORK)Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 44 Filling of carted earth. 45 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 46 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 47 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 48 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. 49 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) 50 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 51 As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete). 52 Ground floor 53 All work above plinth level 54 As in item 6 abovebut inR.C.C. Raft foundation & footing .(Using1:1.5:3Mix concrete) 55 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 56 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 57 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 58 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 59 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 60 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 61 (a) 35 mm thick 62 Extra for double leaf door shutters 63 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 64 Hold fast for chaukhats of doors/windows. 65 Door / windows & Staircase grill. 66 Angle iron door chaukhat 40*40*5 67 Z Section steel window 68 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 69 Fixing of Door, windows/ventilators chaukhats in position. 70 (a) Door 71 (b) Windows 72 (c) Ventilator chaukhats 73 15 mm plinth plaster (1 cement :4 coarse sand) 74 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 75 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 76 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 77 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 78 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 79 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 80 Supply & fixing 6 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1 :3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labours & tools etc, required for completion of the work. (size of tiles upto 200x 300 mm). 81 25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 82 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 83 Same as item above but on new wood surface. 84 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 85 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 86 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 87 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 88 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 89 Providing and fixing stainless steel tower bolts with necessary screws etc. complete 90 (a) 250 mm x 10mm 91 (a) 200 mm x 10mm 92 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 93 Making drain along with the apron. 94 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 95 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 Engineerin- 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. 96 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 : 97 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) 98 MULTI PURPOSE HALL (PLUMBING WORK)Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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 99 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 100 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat 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 101 W.C. pan with ISI marked white plastic seat and lid 102 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: 103 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. 104 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 105 Semi rigid pipe 32mm dia 106 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. 107 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge. 108 15mm nominal bore 109 Providing and fixing Toilet paper holder 110 a) C.P. brass 111 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms. 112 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. 113 110mm diameter 114 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. 115 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 116 110mm 117 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. 118 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. Exposed on wall 119 50mm dia nominal bore 120 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 121 50mm dia nominal bore. 122 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. internal work -Exposed on wall 123 20mm dia nominal outer dia pipes 124 25mm dia nominal outer dia pipes 125 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 126 15mm dia nominal outer dia pipes 127 20mm dia nominal outer dia pipes 128 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 129 15mm nominal bore 130 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 131 15mm nominal bore 132 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 133 15mm nominal bore 134 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 135 15mm nominal bore 136 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 137 Providing and fixing gun metal gate valve with wheel of approved quality. 138 25mm dia nominal bore 139 20 mm dia nominal bore 140 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 141 25 mm nominal bore 142 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. 143 Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 144 Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 145 100mm diameter 146 150mm diameter 147 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 148 100mm diameterS.W. Pipe 149 150mm diameterS.W. Pipe 150 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 300x300 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 151 With Sewer bricks conforming to IS : 4885 152 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). 153 With FPS bricks of class designation 75 For Sewer Line 154 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-14735. Also including excavation of treanches cutting of walls and holes and repairing the walls,floors and refilling the trenches as before but excluding supply and cost of other fIttlings such as elbow,bend,tee and y-tee including supply of al marerial labour and T&P.Required for proper completion of work. 155 75 mm O.D. 156 110 mm O.D. 157 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali. 158 Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735. 159 Size 75 mm 160 Size 110 mm 161 Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735. 162 Size 75/90 mm 163 Size 110 mm 164 Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735. 165 Size 75x75x75 mm 166 Size 110x110x110 mm 167 Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735. 168 Size 75 mm 169 Size 110 mm 170 Multi Purpose Hall (Electrical Work)Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core aluminium condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as earth continuity wire and piano type switch etc. complete in all respects. 171 Same as item No. (1) but for fanandlight duty exhaust fan. 172 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 173 Addition for light / fan points with modular type switchin place of piono type switch. 174 Addition for plugpointswith modular type switchin place of piono type switch. 175 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 176 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor. 177 cable as earth contunity wire etc. complete in all respects. 178 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor. 179 cable as earth contunity wire etc. complete in all respects. 180 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work . 181 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 182 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 183 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 184 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 185 Supply and Ceiling fan with fan motor of AC permanent insulation, capacitor rating conforming BEE 5 star rating and IS: 374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volt 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball breaing system 186 BEE 5 star rated-1200 mm sweep 187 Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 188 Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects.(CAT: AAA) 189 Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 190 Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.(CAT: AAA) 191 Supply and fixing of surface/flush mounting distribution boards with additional metal door withot MCB complete in all respects. 192 6 Way TPN 193 4 Way SPN 194 Supply and fixing of 6Amp to 32 Amp(10 KA) MCB in existing MCB, DB complete with connections as required. 195 Supply fixing and making connection of following FPMCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 196 63 Amp. 4 Pole MCB 197 Supply and fixing of power plug with 15A/250 V flush type modular switch and 5 Pin 15 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 198 Supply and fixing of power plug with 20A/250 V flush type modular switch and 5 Pin 20 A/250V flush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for proper completion of work. 199 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. 200 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 201 16 sqmm4 core 202 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 203 16 sqmm4 core 204 Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 205 16 Sq.mm 206 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used. 207 All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.Incoming :Incomming :-100Amp. TPN-1 No.Outgoing :63Amp. TPN-2 No.CAT B, Cubical TypeIncoming :Incomming :-100Amp. TPN-1 No.Outgoing :63Amp. TPN-2 No.CAT B, Cubical Type 208 Supply and erection of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 209 300mm sweep. 210 MULTI PURPOSE HALL (FIRE FIGHTING)Supply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 211 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 212 SEPTIC TANKEarth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 213 In all kind of soil upto 1.5m depth 214 In all kind of soil upto 1.5m to 3.0m. depth 215 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 20mm nominal size) 216 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 3 coarse sand) 217 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) including centering and shuttering and reinforcement. 218 TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 219 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 220 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 221 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 222 Providing & fixing 75mm dia vent pipes. 223 Providing & fixing of 75mm dia cast iron terminal guard. 224 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 225 M.D. -10- Circular shape 500mm internal diameter 226 M.D. -2.5- Circular shape 450mm internal diameter 227 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. 228 With F.P.S. bricks 229 LIBRARY (CIVIL WORK)Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches. 230 Filling of carted earth. 231 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 232 Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. 233 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. 234 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. strength of the concrete shall not beless than M-20. 235 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) 236 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) 237 As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete). 238 All work up to plinth level Ground floor 239 All work above plinth level 240 As in item 6 abovebut inR.C.C. Raft foundation & footing .(Using1:1.5:3Mix concrete) 241 M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 242 Paintingon D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ 1.7kg/sqm approxincluding cost of fuel if any. 243 M-150 Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) 244 Same as in item no. 11 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. 245 Providing & laying brick Coba 12mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. 246 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 247 (a) 35 mm thick 248 Extra for double leaf door shutters 249 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 250 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. 251 Hold fast for chaukhats of doors/windows. 252 Door / windows & Staircase grill. 253 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 254 TMT FE-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and and over lapping & hooks. 255 Fixing of Door, windows/ventilators chaukhats in position. 256 (a) Door 257 (b) Windows 258 15 mm plinth plaster (1 cement :4 coarse sand) 259 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand. 260 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand 261 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 262 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 263 P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete. 264 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 265 25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement. 266 Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. 267 Same as item above but on new wood surface. 268 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 269 Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials.(Ceiling) 270 Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. 271 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes 272 Providing and fixing Stainless Steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc. complete :300x10 mm 273 Providing and fixing stainless steel tower bolts with necessary screws etc. complete 274 (a) 250 mm x 10mm 275 (a) 200 mm x 10mm 276 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm 277 Making drain along with the apron. 278 LIBRARY (PLUMBING WORK)Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 279 110 mm dia (for rain water) 280 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 281 Single Push Fit Coupler 110 mm dia 282 Single tee with door 110x110x110 mm 283 Plain bend 87.5 deg 110 mm dia 284 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 285 110 mm dia 286 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 287 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase 288 LIBRARY (ELECTRICAL WORK)Wiring points for light with 1.5 sqmm.FRLSH PVC insulated single core Copper condutor cable in PVC conduit pipe partly concealed in wall and partly laid in slab along with the reinforcement before concreting, complete with 1.5 sqmm.FRLSH PVC insulated multistrand copper conductor cable as 289 earth continuity wire and piano type switch etc. complete in all respects. 290 Same as item No. (1) but for fanandlight duty exhaust fan. 291 Same as item No.(1) but for5amp plug point with piano type switch and socket etc. 292 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 293 Addition for light / fan points with modular type switchin place of piono type switch. 294 Addition for plugpointswith modular type switchin place of piono type switch. 295 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 296 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 297 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor 298 cable as earth contunity wire etc. complete in all respects. 299 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor 300 cable as earth contunity wire etc. complete in all respects. 301 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 302 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 303 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 304 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system. 305 BEE 5 Star rated-1200mm sweep 306 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 307 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 308 Suuply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 309 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A) 310 6 Way TPN 311 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 312 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 313 LIBRARY (FIRE FIGHTING)Supply & fixing of fire extinguishers, ABC type 4.00 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 314 Supply & fixing of fire extinguishers, CO2 type 4.50 Kg capacity (ISI marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Uttar Pradesh View Result →
45.
Public Administrative Department #9421777 Technical Bid
Rejuvenation And Extension Of Library Near Jubli Park. As Per Nit
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
46.
Heavy Industries and Public Enterprises #9265294 AOC
Tender For Maintenance Of Panchayta Ghar For E-Library In Village Dudhera And Sirsa Manchipur Yea.Wc-06 - 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 DAR-16/15.7.4 2 Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.Lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (MOST/A.R./YEIDA) 3 Cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, Labour, Tools&plants etc required for proper completion of the work. 4 B/W with bricks of class 150 in foundation & plinth in CM 1:4 (Based on UP PWD SOR 2020) Cement mortar 1:4 ( 1cement :4Coarse sand) 5 M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar superstructure but for walls of half brick thick including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)+310A 6 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level 7 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level 8 Centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 9 Centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 10 Centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 11 Edges of slabs and breaks in floors and walls:Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)) 12 Steel rainforcement 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./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)) 13 Dismentaling Of Cement Plaster 12 mm cement Plaster (1:4) uppwd sor-2020 DAR-18/13.4.1 14 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.4.2 15 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.17 16 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)BASED on UP PWD SOR 2020 DAR-18/13.4.2 17 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 18 Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 19 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.DAR-18/13.26 20 Painting with synthetic enemel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 21 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm dia 22 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Single tee with door 110x110x110 mm (DAR/12.42.3.2/Based on UPPWD/SOR-2020) 23 Bend 87.5° 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020) 24 Shoe (Plain) 110 mm Shoe (DAR/12.42.6.2/Based on UPPWD/SOR-2020) 25 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (DAR/12.43.2/Based on UPPWD/SOR-2020) 26 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(DAR/12.44/Based on UPPWD/SOR-2020) 27 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.DAR-18/10.25.2 28 Providing and fixing 1 mm thick M.S. doorwith frameof 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners,all necessory fitings completeincluding applying a priming coat of approved steel primer using flats 30x6mm for digonal braces and central cross piece.DAR-18/10.5.2 29 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) UP PWD SOR 2020/DAR-18/15.2.1 30 Providing and fixing water closet squatting pan (Indian type W.C. pan with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern 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 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.DAR 18/17.1.1 31 Providing and fixing wash basin with C.l. 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 required: UPPWD SOR-2020/DAR-18/ 17.7.1 32 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.20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020) 33 25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020) 34 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 35 32 mm nominal bore. (DAR/18.17.2/Based on UPPWD/SOR-2020) 36 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations Applying a slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conforming toIS. 2645 and approved by Engineer-in-charge over the RCCslab including adjoining walls upto 300 mm height includingcleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-chargeover 20 mm thick layer of cement mortar of mix 1:5 (1 cement:5 coarse sand ) admixed with water proofing compoundconforming to IS : 2645 and approved byEngineer-in-charge torequired slope and treating similarly the adjoining walls upto300 mm height including rounding of junctions of walls andslabs.UP PWD SOR 2020/22.7.1(c) After two days of proper curing applying a second coat of cementslurry using 2.75 kg/ sqm of cement admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge.(d) Finishing the surface with 20 mm thick jointless cement mortarof mix 1:4 (1 cement :4 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved qualityin top layer of plaster and finally finishing the surface with trowelwith neat cement slurry and making pattern of 300x300 mmsquare 3 mm deep.(e) The whole terrace so finished shall be flooded with water for aminimum period of two weeks for curing and for final test.“Allabove operations to be done in order and as directed andspecified by the Engineer-in-Charge :22.7.1 With average thickness of 120 mm and minimumthickness at khurra as 65 mm.UP PWD SOR 2020/11.41.2 37 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank DAR 18/ 18.48 38 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600mm (DAR/11.41.2/Based on UPPWD/SOR-2020)) 39 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. (DAR/8.31/Based on UPPWD/SOR-2020)) 40 Providing and laying Ceramic glazed floor tiles of required size (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.(DAR/11.37/Based on UPPWD SOR/2020) 41 Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020)) 42 Providing and fixingbrass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020) 43 supply of work SB collection office/visitor chain with sheat DXWXH 400*400*450 mm padded with polyurithane foam complete 44 supply wook at site SB collection executive table of 3 layer Prelaminated particle board (wood product) of grade 2 type 2 of IS-12823/latest 1830 mm 950 mm 750mm including all complete 45 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. (DAR/17.31/Based on UPPWD/SOR-2020)) 46 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (DAR/18.65/Based on UPPWD/SOR-2020)) 47 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (DAR/18.75.3/Based on UPPWD/SOR-2020)) 48 Dismantling dry brick or interlocking tiles on edge including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (AR/YEIDA/Based on UPPWD/SOR-2020)) 49 Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/YEIDA/Based on UPPWD/SOR-2020) 50 Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA/ Based on UPPWD/SOR-2020) 51 Relaying of Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of earth including filling compressed, with M-150 bricks. (DAR/11.2/AR/YEIDA/Based on UPPWD/SOR-2020) 52 Wiring point for light in 1.5 sq. mm. PVCinsulated singlecorecopperconductor cable (inPVCconduit with 1.5sq.mm. FRLSH PVC insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 Amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting M.S.switch boardbox/junction boxwith supplyofallmaterial, labour& T&P etc. requiredforproper completion of the work complete in all respect, as directed by Engineer in charge PWD-2018 PS No-174C 53 Supply and Wiring of submains with 2 nos. of 2.5 sq. mm. FRLSH PVC insulated1100 Vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) PVC conduitwith2 nos 2.5 sq.mm.FRLSH PVC insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by Engineer in charge PWD-2018 PS No-261C 54 Supply and fixing of power plug with 20 Amp./250 voltflush type modularswitchand 5 pin 20 A/250 voltflush typeuniversal modular socket switch on concealed M.Sboxincluding supply of allmaterial, labourT&Petc. complete in all respect, as directed by Engineer in charge .PWD-2018 PS No-1139A 55 S&F surface/flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. PWD-2018 PS -1024A 56 S&F of 6 Amp to 32 Amp. MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge.PWD-2018PS -1002CAT-A 57 S&F of 40Amp. DP MCB (10 KA) C Curve complete in all respect, as directed by Engineer in charge. PWD-2018 PS No-1010 Cat-A 58 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DAR/10.18/Based on UPPWD/SOR-2020)) 59 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 : 4 graded stone aggregate 20 mm nominal size) D.A.R./ 2016/ 4.1.3 60 Providing ,Fixing and commisoining of single phasesubmersible pump set in existing Bore well suitablefor 45 LPM Discharge 25 Mtr to 70 Mtr Head minimumTwo Star rating of approved make PVC cable supportwire starter etc complete in all respect including costof dismantling of existing hand pump machinecomplete Labour T and P etc .from bore wellapproved quality as per direction by Eng. in charge(language and rate based on Submersible fixing Itemno-1)(MR) 1HP SINGLE PHASE 61 Supply and errected ceiling fan 600mm including regulators complete with approved brand. 62 Providing ,Fixing and commisoining of single phasesubmersible pump set in existing Bore well suitablefor 45 LPM Discharge 25 Mtr to 70 Mtr Head minimumTwo Star rating of approved make PVC cable supportwire starter etc complete in all respect including costof dismantling of existing hand pump machinecomplete Labour T and P etc .from bore wellapproved quality as per direction by Eng. in charge(language and rate based on Submersible fixing Itemno-1)(MR) 3 HP SINGLE PHASE 63 Lettering with black japan paint of approved brand and manufacture DAR/13.71/Based on UPPWD/SOR-2020) 64 Providing precast cement concrete JaIl 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs, sills and soffits. 50 mm thick DAR-18/5.18.1
Contract Date: Feb 04, 2026 Contract Value : ₹ 25.48 Lakh
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