View Bid Results For Transportation Related Equipment Tenders

We found 337 Bid Results related to transportation related equipment tenders. You can find Contractor details who won transportation related equipment tenders along with contract details in Bid awards announcements section.

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Showing 1–7 of 337 tenders matching your filters
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 5
2.
Educational and Research Institute #11433319 AOC
Procurement Of Tools & Equipment For Newly Established Iti For Girls At Ghatkesar In Medchal Malkajgiri District-25.00 Cost Supply And Delivery Of Cpu: 32 / 64 Bit, 7Th Generation Or Higher, I3 Or Latest Processor, Speed: 3 Ghz Or Higher. Ram: 8 Gb Or Higher, 1Tb Hdd / Sdd, Wi-Fi Enabled. Network Card: Integrated Gigabit Ethernet, With Usb Mouse, Usb Keyboard And Monitor ( As Available In The Market ) . Or All In One Pc Licensed Operating System And Antivirus Compatible With Trade Related Software. Make: Dell. Cost Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of 4Th Gen Ci5 Or Higher Processor, 4Gb Ram, 1Tb Hard Disk, Win8 / Latest Preloaded Licensed Os, 2Gb Graphics Card, Dvd Writer, Standard Ports And Connectors.Make: Dell. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of To Enable Working With Wired Networks For Practical. Make:Finolex. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Broadband Connection With Min. 2 Mbps Speed / Optical Fiber. Make:Optic Fiber. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Registered Domain At Least 100 Mb Web Space. Make: D Link.Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of All In One Printer A4 Size. Make: Hp Laser Jet.Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Dlp Projector With Screen / Multimedia Projector With Screen / Smart Interactive Board / Smart Tv Latest Version. Make:Epson. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Online Ups 5Kva. Make: Utl. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply, Delivery, Installation And Testing Of Open Office Or Equivalent Latest Version. Open Source Software : Windows. 1.00 Cost Supply, Delivery, Installation And Testing Of Python / Java Jdk. Latest Version. Open Source Software : Windows. 1.00 Cost Supply, Delivery, Installation And Testing Of Gimp Or Equivalent. Latest Version. Open Source Software: Windows. 1.00 Cost Supply, Delivery, Installation And Testing Of E Commerce Simulation Software.Latest Version. Open Source Software: Windows. 1.00 Cost Supply, Delivery, Installation And Testing Http Web Server / Xampp Or Any Other Similar Server.Open Source Software: Windows. 1.00 Cost Supply, Delivery, Installation And Testing Of My Sql. Latest Version. Open Source Software: Windows. 4.00 Cost Supply And Delivery Of Air Conditioner 2 Ton. Make: Blue Star.Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost For Tools And Eqiupments Of Electronic Mechanic Trade: Cost Supply And Delivery Of Air Conditioner Two Ton Split Ac.Make:Blue Star. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Cro Dual Trace.20 Mhz ( Component Testing Facilities ) . Make: Htc / Varteck. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Battery Charger. 0 - 6 - 9 - 12 - 24 - 48 V, 30 Amp Make:Scientech. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Function Generator Dds Technology Sine Square Triangle Ramp Pulse Serial Data Ttl And Modulation. 1 Mhz -10 Mhz Function- Pulse – Modulation Generator With Built In 40Mhz Frequency Counter.Make:Pacific. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Digital Ic Tester. Dit-02 Make: Krb / Asi / Ssl Make. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 4.00 Cost Supply And Delivery Of Power Electronics Trainer With At Least 6 Numbers Of Application Board Mosfet Characteristics Scr Characteristicsscr Lamp Flasher Scr Alarm Circuit Series Inverter Single Phase Pwm Inverter.Electrical Type Make:Ohm. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 3.00 Cost Supply And Delivery Of Desktop Computers. Cpu: 64 Bit I7 8 Th Gen Processor, Speed: 3 Ghz Or Higher. Cache Memory: - Minimum 3 Mb Or Better. Ram:-8 Gb . Hard Disk Drive: 1 Tb 7200 Rpm ( Minimum ) Or Higher, Wi-Fi Enabled On Board Intigrated Wifi . Network Card:Integrated Gigabit Ethernet ( 10 / 100 / 1000 ) - Usb Mouse, Usb Keyboard And Monitor ( Min. 19.5 Inch ) , Standard Ports And Connectors. Dvd Writer, Speakers And Mic. Licensed Windows 10 Pro Operating System Antivirus / Total Security Preferably Hp / Dell / Lenova. Make:Epson. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 4.00 Cost Supply And Delivery Of Laptop 8 Th Gen I7 Processor, 8Gb Ram, 1Tb Hard Disk, Windows 10 Pro Preloaded Licensed Os, 4Gb Graphics Card, Dvd Writer, Standard Ports And Connectors.Preferably Hp / Dell / Lenova Make:Hp / Dell. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Laser Jet Printer A4 Size.Make:Samsung. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Internet Broad Band Connection 300Mbps.Make:Act / Bsnl / Jio. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Electronic Circuit Simulation Software With 6 User Licenses. Circuit Design And Simulation Software With Pcb Design With Gerber And G Code Generation, 3D View Of Pcb, Breadboard View, Fault Creation And Simulation..Make:Edwin. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Dso Colour. 4 Channel , 50Mhz Real Time Sampling 1G Samples / Sec, 12 Mpts Memory With Pc Interface Usb, Lan And Math Function Includes +, -, Fft, Differential, Integral, Abs, Log Etc.Make:Aet. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Soldering & De Soldering Station.200 Watt Adjustable.Make:Standard. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Frequency Modulator And Demodulator Trainer Kit.Fm Modulator Type : Reactance Modulator, Varactor Modulator, Vco Based Modulator Fm Demodulator Type All 5 Demodulation Techniques Detailed Teaching And Learning Contents Through Software.Make:Ohm. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Pam Ppm Pwm Trainer Kit Pam - Ppm - Pwm Trainer Kit Is A Uses Natural And Flat Top Sampling Techniques For Modulation And Demodulation Process. Features: Pam-Ppm-Pwm M. Make:Ohm. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Am Fm Commercial Radio Receivers Tr105 Portable Radio Support Fm / Am / Sw / Cb / Vhf / Air Radio Make: Krb Make. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Application Kits For Microcontrollers 6 Different Applications One Set 1.Input Interface : 4X4 Matrix Keypad, Ascii Key Pad, Four Input Switch 2. Display Module 16X2 Lcd, Seven Segment, Led Bar Graph 3. Adc / Dac Module With Most Popular Dc / Dac0808 4. Pc Interface: Rs232 & Usb 5. Motor Drive: Dc, Servo, Stepper 6. Daq: Data Acquisition To Sense Different Sensors Signals. Make:Standard. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Sensor Trainer Kit Containing Following Sensors 1 Thermocouple 2 Rtd 3 Load Cell Strain Gauge 4 Lvdt 5 Smoke Detector Sensors 6 Speed Sensor 7 Limit Switch 8 Photo Sensors 9 Optocouplor 10 Proximity Sensor.Graphical Touch Lcd With Inbuilt Processor For Viewing The Output Waveforms, In Built Daq, And Standard Processing Circuits Like Inverting , Non – Inverting , Power, Current , Instrumentation Differential Amplifier, F / V, V / F, V / I, I / V Converter, Sensors :Rtd, Ntc Thermistor, Lm35 Thermocouple, Gas ( Smoke ) Sensor, Load Cell, Lvdt Sensor, Speed Sensor. Make:Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Different Types Of Electronic & Electrical Cables Connectors Sockets And Terminations 1Mm Sqmm Ti 4Mm Sqmm, 3Pin Socket, 5Pin Socket, Terminal Complet Set. Make:Phenolex. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Fiber Optic Communication Trainer Full Duplex Analog & Digital Trans-Receiver With 660Nm & 950Nm, Noise Generator With Variable Gain, Four Seven Segment Display Ber Counter, Eye Pattern Make:Pacific. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Mobile Phone Trainer. 2G / 3G / 4G Dual Sim Gsm Handset.Frequency Measurement And Band Verification. Real Time Mobile Operation Make:Samsung. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 4.00 Cost Supply And Delivery Of Smart Phones Of Different Make ( Android / Windows ) Android / Windows Make:Nokia / Samsung. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Lcd Tv ( Trainer Kit ) 21-Inch Full Hd Lcd Color Television Should Support Pal / Ntsc Video Formats Complete Block Diagram Of A Lcd Tv System, Study Board Indicating Various Sections Of Lcd Tv Along With The Test Points And Switch Faults. Make:Sony. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Lcd Tv ( 21 ) Full Hd Telivision. Make:Samsung / Sony. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Led Tv ( Trainer Kit ) 20-Inch Full Hd Led Color Television, Pal / Ntsc Video Formats, Complete Block Diagram Of A Led Tv System, Study Board Indicating Various Sections Of Led Tv Along With The Test Points And Switch Faults Trouble Shooting In Different Sections. Make:Sony. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Solar Training Kit / Simulator With Build In Meters For Dcv Dca Ac Multifunction Meter Frequency Protection Circuits Bs-10 Terminals For Making The Connection Single / Dual Axis Traking System Charge Controller Pwm Based Mppt Charging Stage Bulk Absorptions And Float Make:Trina / Vikram. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Led Lighting System Measurement Of Power, Voltage, Current, Power Factor And Light Output Performance Of Different Lighting Products Like Led, Cfl At Variable Input Voltages 0 To 245V Variable Ac Make:Standard. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Tools And Equipments Of Computer Aided Embroidery And Designing Nsqf: Cost Supply And Delivery Of Over Lock Machine.3 Thread. Make:Juki. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 4.00 Cost Supply And Delivery Of Single Head Computerized Embroidery Machine ( Multi Needle ) With Ups Pr1055x. Make:Brother Pr1055x Entrepreneur Pro X Single Head 10 Needle Computer Embroidery Machine. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 4.00 Cost Supply, Delivery, Installation And Testing Of Coral Draw Software. 4.00 Cost Supply And Delivery Of Desktop Computer With Ups. Cpu: 32 / 64 Bit I3 / I5 / I7 Or Latestprocessor, Speed: 3 Ghz Or Higher. Ram:-4 Gb Ddr-Iii Or Higher, Wi-Fi Enabled. Network Card: Integrated Gigabit Ethernet, With Usb Mouse, Usb Keyboard And Monitor ( Min. 17 Inch Licensed Operating System And Antivirus Compatible With Trade Related Software. Make:Hp / Dell. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Laptop 12Th Generation Inte Core I5 Prosses0r O S Windos 11 Ho 1920*1080 Intel Me 16 Gb Ram, 512 Gb Ssd Hard Drive 35.6 Cm 14 Diognal Fhd. Make:Hp / Dell With Ms Office And Inbuild Windows. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Multi-Functional A3 Size Colour Printer Latest With Trolley. Make: Canon. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Printer Laser Jet Pro M 202Dw. Make: Canon. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Scanner Hp / Dell. Make: Canon. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Automatic Sewing Machine ( With Necessary Attachments ( Zip Fixing, Plcot Gathering Foot Etc. ) ( With Necessary Attachments ( Zip Fixing, Plcot Gathering Foot Etc. ) Make: Zuki. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 3.00 Cost Supply And Delivery Of Air Conditioner Of 2 Ton Capacity With Stabilizer. Make:Blue Star.Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Computer Set With Ups &Multimedia Projector. Cpu: 32 / 64 Bit I3 / I5 / I7 Or Latestprocessor, Speed: 3 Ghz Or Higher. Ram:-4 Gb Ddr-Iii Or Higher, Wi-Fi Enabled. Network Card: Integrated Gigabit Ethernet, With Usb Mouse, Usb Keyboard And Monitor ( Min. 17 Inch Licensed Operating System And Antivirus Compatible With Trade Related Software. Make:Dell / Hp / Epson. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Ac Unit Split Type. 2 Ton Capacity With Stabilizer. Make:Blue Star. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Ac Unit Split Type. 2 Ton Capacity With Stabilizer. Make:Blue Star. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost For Tools And Eqiupments Of Fashioon Design & Technology: Cost Supply And Delivery Of Dress Forms ( Dummies ) Children Ladies Gents ( Fibre ) . Make:Standard. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Computer Set With Ups & Multimedia Projector. Cpu: 32 / 64 Bit, 7Th Generation Or Higher, I3 Or Latest Processor, Speed: 3 Ghz Or Higher. Ram: 8 Gb Or Higher, 1Tb Hdd / Sdd, Wi-Fi Enabled. Network Card: Integrated Gigabit Ethernet, With Usb Mouse, Usb Keyboard And Monitor ( As Available In The Market ) . Or All In One Pc Licensed Operating System And Antivirus Compatible With Trade Related Software. Make:Dell / Hp / Epson. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of White Magnetic Board With Felt Board & Accessories Of Size:17X23 ( Fibre With Wooden Frame ) . Make:Roger And Moris. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 25.00 Cost Supply And Delivery Of Sewing Machine - Single Needle Lock Stitch Industrial Model 3 Thread ( Electric Type ) . Make: Juki. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Over Lock Machine 3 Thread ( Electrict Type ) . Make:Juki. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 24.00 Cost Supply And Delivery Of It Lab With Computers Setup &Installation Along With Ups Required Configuration For Software ( Corel Draw ) Cpu: 32 / 64 Bit, 7Th Generation Or Higher, I3 Or Latest Processor, Speed: 3 Ghz Or Higher. Ram: 8 Gb Or Higher, 1Tb Hdd / Sdd, Wi-Fi Enabled. Network Card: Integrated Gigabit Ethernet, With Usb Mouse, Usb Keyboard And Monitor ( As Available In The Market ) . Or All In One Pc Licensed Operating System And Antivirus Compatible With Trade Related Software. Make:Dell / Hp. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply, Delivery, Installation And Testing Of Designing Software Coral Draw. Latest Version Make:Coral. 1.00 Cost Supply And Delivery Of Multi Functional A4 Colour Printer. Printer With Trolly / Table. Make:Hp Laser Jet. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Lcd Projector. Make:Epson. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Vacuum Cleaner.Lab Cleaning ( Latest ) . Make:Euroclean Wd X2 Dry And Wet Vacuum Cleaner. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 4.00 List Of Tools And Equipment Of Electrician Trade: Cost Supply And Delivery Of Drill Hand Brace 0-100Mm ( Stainles Steel ) Make:Hudson. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Load Bank ( Lamp / Heater Type ) .6 Kw, 3Ph Make:Kohir / Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Electronic Components. Consisting Resistors, Diode, Transistor, Ujt, Fet, Scr, Diac, Traic, Igbt, Small. Make:Standard. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 3.00 Cost Supply And Delivery Of Bus Bar With Brackets.1 Mtr Each. Make:Siemens / L &T / Ge. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Rcc Pole With Accessories ( Ms Angle Iron, ‘C’ Clamp, Stay Insulator Etc. ) And Materials.6 Mtr Make:Superior. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Tachometer. Analog Type - 10000 Rpm Make: Metrix / Meco / System. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of G. Auto Transformer Type. Make:Krb / Standard. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Oscilloscope Dual Trace 20 Mhz Make:V A R Tech Ss 5020 B Oscilloscope 20 Mhz Dual Channel Cro. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Oil Testing Kit 230 V, Single Phase 50 Hz 60 Va Output 0-60 Kv Variable. Make:Kiloskar / Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Inverter With Battery 1 Kva With 12 V Battery, Input- 12 Volt Dc, Output- 220 Volt Ac Make:Luminous . Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Battery Charger 0 - 6 - 9 - 12 - 24 - 48 V, 30Amp. Make:Elektron . Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Solar Panel With Battery 18 Watt. Make:V-Guard / Exide. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of I5 And I7 Generation Computer Or Latest Version & Instalation 2.8 Ghz & Above, 8 Gb Ram, 500 Gb Hdd, Dvd Combo Drive, 19 / 21” Monitor, Optical Scroll Mouse, Multimedia Keyboard, 32 Bit Lan Card With Upp Port, Necessary Drivers, Etc. Or ( Latest Version ) . Make:Hp / Dell. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Ink Jet / Laser Printer. Laser Jet Pro M 202 Dw. Make:Hp / Samsung. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of D.C. Shunt Generator With Control Panel, ( With Installation ) .2.5 Kw, 220V &3Phase Squirrel Cage Induction Motor, 5Hp, 440V With Control Panel & Star Delta Starter. Make:Crompton / Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Motor-Generator ( Ac To Dc ) ( With Installation ) .Squirrel Cage Induction Motor With Star Delta Starter And Directly Coupled To Dc Shunt Generator And Switch Board Mounted With Regulator, Air Breaker, Ammeter, Voltmeter, Knife Blade Switches And Fuses, Set Complete With Case Iron And Plate, Fixing Bolts, Foundation Bolts And Flexible Coupling. Induction Motor Rating: 7.5 Hp, 415V, 50 Cycles, 3 Phases. Dc Shunt Generator Rating: 5 Kw, 440V ( Output Voltage Varies 110-440V ) Make:Crompton / Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of D.C. Compound Generator With Control Panel Including Fitted Rheostat, Voltmeter, Ammeter And Breaker, 2.5 Kw, 220V &3Phase Squirrel Cage Induction Motor, 5Hp, 440V, With Control Panel & Star Delta Starterr. Make:Crompton / Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Dc Series Motor Coupled With Spring Balance Load With Instalation. 2.5 Kw, 220 Volts Make:Crompton / Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Dc Shunt Motor 2.5 Kw, 220 V. Make:Crompton / Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Dc Compound Motor With Starter And Switch ( With Installation ) .2.5 Kw , 220 Volts Make:Kbr / Crompton / Kiloskar. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Motor Generator ( Dc To Ac ) Set Consisting Of - Shunt Motor With Starting Compensator And Switch Directly Coupled To Ac Generator With Exciter And Switch Board Mounted With Regulator, Breaker, Ammeter, Voltmeter Frequency Meter, Knife Blade Switch And Fuses Etc. Set Complete With Cast Iron Bed Plate, Fixing Bolts, Foundation Bolts And Flexible Coupling. ( With Installation ) . Shunt Motor Rating: 5 Hp, 440V Ac Generator Rating : 3-Phase, 4 Wire, 3.5 Kva, 400 / 230 Volts, 0.8 Pf, 50Cycles Make:Kbr / Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Ac Squirrel Cage Motor With Star Delta Starter And Triple Pole Iron Clad Switch Fuse With Mechanical Load. ( With Installation ) 5 Hp, 3-Phase, 415 V, 50 Hz Make:Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Ac Phase-Wound Slip Ring Motor With Starter Switch. 5 Hp, 440 V, 3 Phase, 50 Hz Make:Krb / Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Universal Motor With Starter / Switch. 240 V, 50 Hz, 1 Hp Make:Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Synchronous Motor With Accessories Like Starter, Excitation Arrangements.3 Phase, 3 Hp, 440V, 50Hz, 4 Pole Make:Krb. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Thyristor / Igbt Controlled D.C. Motor Drive With Tacho-Generator Feedback Arrangement ( With Installation ) 1 Hp. Make:Kbr / Havells / Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Thyristor / Igbt Controlled A.C. Motor Drive With ( With Installation ) .Vvvf Control 3 Phase, 2 Hp Make:Kbr / Havells / Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 2.00 Cost Supply And Delivery Of Three Phase Transformer, Shell Type Oil Cooled With Delta / Star. 3 Kva , 415 / 240 V, 50 Hz Make:Kbr / Havells / Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Electrical Machine Trainer – Suitable For Demonstrating The Construction And Functioning Of Different Types Of Dc Machines And Ac Machines ( Single Phase And Three Phase ) . Should Be Fitted With Friction Brake Arrangement, Dynamo Meter, Instrument Panel And Power Supply Unit. Make:Kirlosker / Siemens / Havells / Benn / Energy Pack / Crompton. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Diesel Generator Set With Changeover Switch, Over Current Breaker And Water / Air-Cooled With Armature, Star-Delta Connections Ac3 Phase, 7.5 Kva, 415 Volt Or Higher Rating Make:Bharath / Mahahendra. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Used Dc Generators-Series, Type For Overhauling Practice 5Kva. Make:Krb / Kirlosker. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Used Dc Generators- Shunt Type For Overhauling Practice 5Kva. Make:Krb / Kirlosker. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Used Dc Generators-Compound Type For Overhauling Practice 5Kva. Make:Krb / Kirlosker. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Pillar Electric Drill Machine Motorized. 12-20 Mm Capacity, 1Hp, 440V, 3 Phase, Induction Motor With Dol Starter, Bench Type. Make:Vimal / Glow. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Motorised Bench Grinder. 1 Hp. 3 Phase, 440V With Dol Starter, Double Side With Smooth And Rough Wheel With Tool Base Make:Bosch / Metro. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Ceiling Fan Coil Winding Machine. 250V, 50 Hz, 1-Ф, With Speed Control. Make:Shyam. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Primary Current Injection Set.220V, 50 Hz, 1-Ф, Output Current - 200 A ( Min ) With Timer Make:Krb / Atico. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Ev Charger 3 Phase Input. Make:Tata Power Ez. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 1.00 Cost Supply And Delivery Of Ev Charger ( Home ) 1 Phase Input. Make:Tata Power Ez. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete. 4.00 Cost Supply And Delivery Of Working Bench. 2.5 M X 1.20 M X 0.75 M ( Iron ) Make:Standard. Including Packing Loading Unloading And Transportation To Site Commissioning And Testing Etc., Complete.
Contract Date: Ref. Documents Contract Value : 1.12 Crore
Government Departments No of Bidders 1
3.
Public Administrative Department #11389337 AOC
Procurement Of Rescue Equipment & Tools For The Newly Procured Trucks Of The Directorate Of ( Ev&Dm ) , Ghmc ( 3Rd Call ) .--1 Waist Harness: Waist Safety climbing harness outdoor rock climbing harness, half body harness safe seat belt for mountaineering expanding tree arborist climbing rappelling :Petzl (make) or its equivalent. 2 Safety Net of Size 10mx3m, Made from high strength Polypropylene Ropes which are able to withstand required load, Special Knotting of the meshes work towards effective Shock Absorption, hence minimizing any impact related injury on to the worker, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges. 3 Rope Ladder of 10ft Length, it should bear minimum load of 120 kg, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges . 4 Polypropylene Ropes - Diameter 12mm , Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges (bundle of 30 metres length) . 5 Polypropylene Ropes - Diameter 24mm , Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges (bundle of 30 metres length) . 6 Life Buoys. Made from durable high visibility synthetic material maintenance free Reflective tape provided Inner dia- 45 cms Outer dia 70 cms Floatability- more than 17 kgs Weight- 2.3 to 3.5 kgs . 7 Life Jackets. Brand Tribord 100 Newtons or its equivalent quality. 8 Telescopic Ladder. Fully collapsible, 150kg load-bearing capacity, Lightweight Aluminium design, Compacts to 100cm or less, Height-320 CM x Width-47 CM, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 9 Chain saw Petrol Make :Hitachi Model: CS40EA, or its equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 10 Chain saw Electrical Make :Hitachi Model: CS40Y, 2KW or its equivalent 11 Demolition hammer : minimum impact force – 25J, rated power input – 1500 W, Low-vibration in operation and no-load, Low feed pressure, for fatigue-free working, Make and model: Bosch GSH 11 E or its Equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 12 Slab cutter: Minimum Cutting capacity of 100mm, 2400W motor, easy to handle and maintenance, vibration free, Make and Model: Hitachi CM 12Yor its Equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 13 Spade Cost inclusive of supply, transportation, delivery, all applicable taxes and any other incidental charges 14 Plastic Construction Tub Cost inclusive of supply, transportation, delivery, all applicable taxes and any other incidental charges 15 Heavy Duty 900 Grams Cutting Axe Size 43 x 11 x 18 cm with Strong Wooden Handle. Sharpened Blade in 20 mm Strong Iron of standard size and standard make: tata/its equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 16 Shovel with Steel Handle,(Tata make or equivalent),with minimum weight of 1.5 kgs, Cost inclusive of supply, transportation, delivery, all applicable taxes and any other incidental charges 17 Bolt Cutter – should be capable of cutting rods of diameter up to 36 mm, Make and model: Taparia BC36 or its Equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 18 Pole saw ,8 feet Electric Pole chainsaw, minimum Bar Length: 20 Cm Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 19 Iron Crow Bar (Tata make oe equivalent),Overall length(5 Mts),Thickness(22mm) ,Cost inclusive of supply, transportation, delivery, all applicable taxes and any other incidental charges. 20 Sledge Hammer (12 IBS) Cost inclusive of supply, transportation, delivery, all applicable taxes and any other incidental charges 21 Gas cutters Set including all accessories except cylinders, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges (Gas cooled, oxyacetelene, LPG, weight - 500 gms, thickness -4 mm, Hose length -3mtr, Nozzle Material -CU. 22 1 HP Submersible pump – electrical, self priming, Make: Kirlosker/Suguna or Equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 23 Diesel Driven Pump 6.5 HP Make: Kirlosker or its equivalent. Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 24 Generator 7.5KVA , 3 Phase, Self start, liquid air cooled, silent in operation, vibration free, compatible for mounting & running in vehicle, Make: Kirlosker or its equivalent. Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 25 Hose pipe 2.5 Dia (30 mtr.) 26 Metal Rake 3 feet 27 Hose pipe 4.5 Dia (30 mtr.) 28 Fire Balls AFO : ABC Fire Extinguisher, Fire Suppression Device, self-activating within 3 – 5 seconds, weight up to 3kg, Cost inclusive of supply, transportation, delivery, installation and any other incidental charges. 29 Stored pressure type ABC 4kg fire Extinguishers SAFE PRO / Its Equivalent 30 Gum Boots: light weight, pvc material, slip and heat resistant, make: Duck Back or its Equivalent, Cost inclusive of supply, transportation, delivery, installation and any other incidental charges. 31 Anti – Skid Hand Gloves: Make: Neoprene or its equivalent, Nitrile coated palm, smooth and rough-texture palm finish. 32 Safety Helmet with LED: Material: made by HDPE, Size: 520mm – 600mm Dia, Suspension: 4-point cradle, Weight: approximately 370 grams, Shell thickness: 3mm, Sweat band: Brushed cloth on foam to provide maximum comfort to user, Color: White, Knob type adjustable Helmet for perfect head size, Working temperature: -20C to +50C(in Degree Celsius), Withstand voltage: 1200V specifications of LED Head lamp, LED illuminated torch, Shell material: ABS, Laser: minimum 10W, Rated power: minimum 3W, Rated capacity: minimum 200mAh, Battery type: lithium battery, LED life expectancy: minimum 100000Hours, Waterproofing grade: IPX3, Working temperature: -20 to +50 (in Degree Celsius), Back up time: minimum 6 to 8 hours, Full recharge time: maximum 6 hours, Volt charger: 6V, Cost inclusive of supply, transportation, delivery, installation and any other incidental charges. 33 Rechargeable Long Range LED Dragon Light , 10 WATT, Make: ASKA or Equivalent, Lithium-Ion Battery min 5800mAH, High, Medium, Low, SOS &Flash, Dimensions(mm): 224LX165WX172H 34 Hand Tool kit, Tool kit should consists minimum of : 9-Pieces Screwdriver Bits, 6-Pieces Hexagon Socket Wrench, 8-Pieces Precision Bits, 2-Pieces Adaptors, 1-Piece Ratchet Hand Screwdrivers, 8-Pieces Allen Keys, 3-Pieces Masonry Drill Bits, 30-Pieces S-Plugs, 30-Pieces Screws, 1-Piece Flat-Nose Pliers, 1-Piece Combination Pliers, 1-Piece Tester, 1-Piece Hammer, 1-Piece Cutter, 1-Piece Measuring Tape 3m, 1-Piece Insulation Tape, 1-Piece Torch, 1-Piece Wrench, 1-Piece Handsaw, Make and model: Bosch 2.607.002.790 All-in-One Metal Hand Tool Kit (Blue, 108-Pieces) or its Equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 35 Megaphone AHUJA AM 21SM or its equivalent 36 Barricading cone & Chain : Minimum height: 750mm, with 1mtr chain, Color: Orange, material should have High flexibility to avoid crushing, reflective sleeve for day-night high visibility. Cost inclusive of supply, transportation, delivery, installation and any other incidental charges. 37 3 Core wire in metres (4 Sqmm). Make: Finecab or Equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 38 4 Core wire in metres (4 Sqmm).Make: Finecab or its Equivalent, Cost inclusive of supply, transportation, delivery, installation, all applicable taxes and any other incidental charges 39 Camping chair of standard size: Seat height maximum of 41 cm, minimum load bearing capacity 110kg, Make: Quechua or its Equivalent. Cost inclusive of supply, transportation, delivery, installation and any other incidental charges. 40 Medical Kit with all standard first aid items, Compatible for travels, vehicle mounted with Dimensions: Width 30 cm, Height 12 cm, Depth 12 cm, Weight 1 kg
Contract Date: Ref. Documents Contract Value : 22.81 Lakh
Local Bodies No of Bidders 1
4.
Petroleum and Natural Gas #11346919 AOC
Bids Are invited for Operation & maintenance of Voltas make HVAC system (02 nos. of HVAC unit 80 Ton each in 1+1 configuration mode) at GAIL Office, Jaipur as per terms & conditions laid down in the tender documents. The job shall include attending day to day complaints of HVAC Systems along with operation, upkeep, routine maintenance of HVAC System & its associated network equipment. The normal operating hours of HVAC system will be between 8:00 Hrs. to 20:00 Hrs. which can be modified by EIC as per requirement. The job shall also include all consumables like refrigerant gas, motor windings, fuses, oil etc. as mentioned in scope of work, tools & tackles, manpower, transportation and other resources required for executing the job to keep the system in working conditions. , Bi-monthly maintenance of 1.5 TR Window ACs Comprehensive maintenance of 1.5 TR Window ACs of make Diakin/Voltas/Lloyd//Blue star or equivalent make. The scope of work also includes supply of all spares, consumables, gas, windings etc. and all tools & tackles, transportation, all taxes, services of a supervisor and other resources required for executing the job to keep the system in working conditions. Routine checkup and maintenance thereof shall be carried out bi-monthly. Apart from the monthly maintenance, the contractor shall have to attend the maintenance job of these ACs on intimation/ call as and when required without any extra payment. , Bi-monthly maintenance of 1.5 TR Split ACsComprehensive maintenance of 1.5 TR Split ACs of Diakin/Voltas/Lloyd//Blue star or equivalen make. The scope of work also includes supply of all spares, consumables, gas, windings etc. and all tools & tackles, transportation, all taxes, services of a supervisor and other resources required for executing the job to keep the system in working conditions. Routine checkup and maintenance thereof shall be carried out bi-monthly. Apart from the monthly maintenance, the contractor shall have to attend the maintenance job of these ACs on intimation/ call as and when required without any extra payment. , Bi-monthly maintenance of 2.0 TR Split ACs Comprehensive maintenance of 2.0 TR Split ACs of Diakin/Voltas/Lloyd//Blue star or equivalen make. The scope of work also includes supply of all spares, consumables, gas, windings etc. and all tools & tackles, transportation, all taxes, services of a supervisor and other resources required for executing the job to keep the system in working conditions. Routine checkup and maintenance thereof, shall be carried out bi-monthly.Apart from the monthly maintenance, the contractor shall have to attend the maintenance job of these ACs on intimation/ call as and when required without any extra payment. , Bi-monthly maintenance of 4 TR Cassette 3 Ph. Split ACs of Voltas make.Comprehensive maintenance nos. of 4.0 TR Cassette 3 Ph. Split ACs of Diakin/Voltas/Lloyd//Blue star or equivalen make. The scope of work also includes supply of all spares, consumables, gas, windings etc. and all tools & tackles,transportation, all taxes, services of a supervisor and other resources required for executing the job to keep the system in working conditions. Routine checkup and maintenance thereof shall be carried out bi-monthly. Apart from the monthly maintenance, the contractor shall have to attend the maintenance job of these ACs on intimation/ call as and when required without any extra payment. , Bi-monthly maintenance of 4 TR Tower AC 3 Ph. Split ACs Comprehensive maintenance of 4 TR Tower AC 3 Ph. Split ACs of Diakin/Voltas/Lloyd//Blue star or equivalen make.The scope of work also includes supply of all spares, consumables, gas, windings etc. and all tools & tackles, transportation, all taxes, services of a supervisor and other resources required for executing the job to keep the system in working conditions. Routine checkup and maintenance thereof shall be carried out bi-monthly. Apart from the monthly maintenance, the contractor shall have to attend the maintenance job of these ACs on intimation/ call as and when required without any extra payment. , Maintenance & painting of Cooling Tower and Cooling Water pipeline.(i) Maintenance of Cooling towers including cooling tower cleaning (once in 2 years), tank cleaning, proper up-keeping of cooling towers, cleaning of cooling tower area etc. (ii) Painting of 2 nos. Cooling Tower of approximate 70 M2 surface areas and painting of cooling water pipeline (8” dia., of approximately 20 M length). Scope includes surface preparation, supply and application of primer & finish paint, supply of wire brush, paint brush, all consumables and all tools & tackles, transportation, all taxes, services of a supervisor and other resources required for executing the job. , 3 Way Valve: Supply, Installation, testing & Commissioning of 3 way mixing valves with actuator and Temperature controller for HVAC system. Supply, installation, testing & commissioning of 3 way mixing valves with actuator and Temperature controller for HVAC system. Make: Honeywell. The job shall also include all consumables like gas kit, nut-bolts, insulation, wires etc. The job shall also include tools & tackles, manpower, transportation and other resources required for executing the job to make the system in working conditions. , Bi-monthly Maintenance of Water Cooler Comprehensive maintenance of Water Cooler at GAIL Bhawan. Make: Voltas. Capacity: 80 Ltr. Refer Scope of work. , De-installation, Installation & Commisioining of 1.5 / 2 TR Split AC De-installation, Installation & Commisioining of 1.5 / 2 TR Split AC with fixing of indoor & outdoor units and other related work along each split unit (On as & when required basis).
Contract Date: Ref. Documents Contract Value : 36.96 Lakh
Boards / Undertakings / PSU No of Bidders 3
5.
Public Administrative Department #11333649 AOC
Procurement Of Rescue Equipments And Tools For 8 Nos Of Newly Procured Trucks In Directorate Of Evdm Ghmc-1 Waist Harness: Waist Safety Climbing Harness Outdoor Rock Climbing Harness, Half Body Harness Safe Seat Belt For Mountaineering Expanding Tree Arborist Climbing Rappelling :Petzl ( Make ) Or Its Equivalent. 2 Safety Net Of Size 10Mx3m, Made From High Strength Polypropylene Ropes Which Are Able To Withstand Required Load, Special Knotting Of The Meshes Work Towards Effective Shock Absorption, Hence Minimizing Any Impact Related Injury On To The Worker, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 3 Rope Ladder Of 10Ft Length, It Should Bear Minimum Load Of 120 Kg, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 4 Polypropylene Ropes - Diameter 12Mm, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges ( Bundle Of 30 Metres Length ) 5 Polypropylene Ropes - Diameter 24Mm, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges ( Bundle Of 30 Metres Length ) 6 Life Buoys. Made From Durable High Visibility Synthetic Material Maintenance Free Reflective Tape Provided Inner Dia- 45 Cms Outer Dia 70 Cms Floatability- More Than 17 Kgs Weight- 2.3 To 3.5 Kgs 7 Life Jackets. Brand Tribord 100 Newtons Or Its Equivalent Quality. 8 Telescopic Ladder. Fully Collapsible, 150Kg Load-Bearing Capacity, Lightweight Aluminium Design, Compacts To 100Cm Or Less, Height-320 Cm X Width-47 Cm, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 9 Chain Saw Petrol Make :Hitachi Model: Cs40ea, Or Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 10 Chain Saw Electrical Make :Hitachi Model: Cs40y, 2Kw Or Its Equivalent 11 Demolition Hammer: Minimum Impact Force – 25J, Rated Power Input – 1500 W, Low-Vibration In Operation And No-Load, Low Feed Pressure, For Fatigue-Free Working, Make And Model: Bosch Gsh 11 E Or Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 12 Slab Cutter: Minimum Cutting Capacity Of 100Mm, 2400W Motor, Easy To Handle And Maintenance, Vibration Free, Make And Model: Hitachi Cm 12Yor Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 13 Spade Cost Inclusive Of Supply, Transportation, Delivery, All Applicable Taxes And Any Other Incidental Charges 14 Plastic Construction Tub Cost Inclusive Of Supply, Transportation, Delivery, All Applicable Taxes And Any Other Incidental Charges 15 Heavy Duty 900 Grams Cutting Axe Size 43 X 11 X 18 Cm With Strong Wooden Handle. Sharpened Blade In 20 Mm Strong Iron Of Standard Size And Standard Make: Tata / Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 16 Shovel With Steel Handle, ( Tata Make Or Equivalent ) , With Minimum Weight Of 1.5 Kgs, Cost Inclusive Of Supply, Transportation, Delivery, All Applicable Taxes And Any Other Incidental Charges 17 Bolt Cutter – Should Be Capable Of Cutting Rods Of Diameter Up To 36 Mm, Make And Model: Taparia Bc36 Or Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 18 Pole Saw , 8 Feet Electric Pole Chainsaw, Minimum Bar Length: 20 Cm Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 19 Iron Crow Bar ( Tata Make Oe Equivalent ) , Overall Length ( 5 Mts ) , Thickness ( 22Mm ) , Cost Inclusive Of Supply, Transportation, Delivery, All Applicable Taxes And Any Other Incidental Charges 20 Sledge Hammer ( 12 Ibs ) Cost Inclusive Of Supply, Transportation, Delivery, All Applicable Taxes And Any Other Incidental Charges 21 Gas Cutters Set Including All Accessories Except Cylinders, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges ( Gas Cooled, Oxyacetelene, Lpg, Weight - 500 Gms, Thickness -4 Mm, Hose Length -3Mtr, Nozzle Material -Cu. 22 1 Hp Submersible Pump – Electrical, Self Priming, Make: Kirlosker / Suguna Or Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 23 Diesel Driven Pump 6.5 Hp Make: Kirlosker Or Its Equivalent. Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 24 Generator 7.5Kva, 3 Phase, Self Start, Liquid Air Cooled, Silent In Operation, Vibration Free, Compatible For Mounting & Running In Vehicle, Make: Kirlosker Or Its Equivalent. Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 25 Generator 5 Kva Honda ( Sku:Ab-Hd-20211348 ) Self Start, Liquid Air Cooled, Silent In Operation, Vibration Free, Compatible For Mounting & Running In Vehicle, Make: Kirlosker Or Its Equivalent. Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 26 Hose Pipe 2.5 Dia ( 30 Mtr. ) 27 Metal Rake 3 Feet 28 Hose Pipe 4.5 Dia ( 30 Mtr. ) 29 Fire Balls Afo: Abc Fire Extinguisher, Fire Suppression Device, Self-Activating Within 3 – 5 Seconds, Weight Up To 3Kg, Cost Inclusive Of Supply, Transportation, Delivery, Installation And Any Other Incidental Charges. 30 Stored Pressure Type Abc 4Kg Fire Extinguishers Safe Pro / Its Equivalent 31 Fire Suit ( Consist Of Helmet Made Of Ptfe Material Of En 443:2008 Or Nfpa 1971:2007 , Jacket, Trouser, Hand Gloves ( Certified To En 659:2008 Or Nfpa 1971:2007, Balacava, Fireman Boot ( Retardant & Shock Proof Certified To En 15090:2012 Type 3 Or Nfpa 1971:2007 ) . 32 Gum Boots: Light Weight, Pvc Material, Slip And Heat Resistant, Make: Duck Back Or Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation And Any Other Incidental Charges. 33 Anti – Skid Hand Gloves: Make: Neoprene Or Its Equivalent, Nitrile Coated Palm, Smooth And Rough-Texture Palm Finish. 34 Safety Helmet With Led: Material: Made By Hdpe, Size: 520Mm – 600Mm Dia, Suspension: 4-Point Cradle, Weight: Approximately 370 Grams, Shell Thickness: 3Mm, Sweat Band: Brushed Cloth On Foam To Provide Maximum Comfort To User, Color: White, Knob Type Adjustable Helmet For Perfect Head Size, Working Temperature: -20C To +50C ( In Degree Celsius ) , Withstand Voltage: 1200V Specifications Of Led Head Lamp, Led Illuminated Torch, Shell Material: Abs, Laser: Minimum 10W, Rated Power: Minimum 3W, Rated Capacity: Minimum 200Mah, Battery Type: Lithium Battery, Led Life Expectancy: Minimum 100000Hours, Waterproofing Grade: Ipx3, Working Temperature: -20 To +50 ( In Degree Celsius ) , Back Up Time: Minimum 6 To 8 Hours, Full Recharge Time: Maximum 6 Hours, Volt Charger: 6V, Cost Inclusive Of Supply, Transportation, Delivery, Installation And Any Other Incidental Charges. 35 Rechargeable Long Range Led Dragon Light, 10 Watt, Make: Aska Or Equivalent, Lithium-Ion Battery Min 5800Mah, High, Medium, Low, Sos &Flash, Dimensions ( Mm ) : 224Lx165wx172h 36 Hand Tool Kit, Tool Kit Should Consists Minimum Of : 9-Pieces Screwdriver Bits, 6-Pieces Hexagon Socket Wrench, 8-Pieces Precision Bits, 2-Pieces Adaptors, 1-Piece Ratchet Hand Screwdrivers, 8-Pieces Allen Keys, 3-Pieces Masonry Drill Bits, 30-Pieces S-Plugs, 30-Pieces Screws, 1-Piece Flat-Nose Pliers, 1-Piece Combination Pliers, 1-Piece Tester, 1-Piece Hammer, 1-Piece Cutter, 1-Piece Measuring Tape 3M, 1-Piece Insulation Tape, 1-Piece Torch, 1-Piece Wrench, 1-Piece Handsaw, Make And Model: Bosch 2.607.002.790 All-In-One Metal Hand Tool Kit ( Blue, 108-Pieces ) Or Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 37 Megaphone Ahuja Am 21Sm Or Its Equivalent 38 Barricading Cone & Chain: Minimum Height: 750Mm, With 1Mtr Chain, Color: Orange, Material Should Have High Flexibility To Avoid Crushing, Reflective Sleeve For Day-Night High Visibility. Cost Inclusive Of Supply, Transportation, Delivery, Installation And Any Other Incidental Charges. 39 3 Core Wire In Metres ( 4 Sqmm ) . Make: Finecab Or Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 40 4 Core Wire In Metres ( 4 Sqmm ) .Make: Finecab Or Its Equivalent, Cost Inclusive Of Supply, Transportation, Delivery, Installation, All Applicable Taxes And Any Other Incidental Charges 41 Camping Chair Of Standard Size: Seat Height Maximum Of 41 Cm, Minimum Load Bearing Capacity 110Kg, Make: Quechua Or Its Equivalent. Cost Inclusive Of Supply, Transportation, Delivery, Installation And Any Other Incidental Charges. 42 Medical Kit With All Standard First Aid Items, Compatible For Travels, Vehicle Mounted With Dimensions: Width 30 Cm, Height 12 Cm, Depth 12 Cm, Weight 1 Kg
Contract Date: Ref. Documents Contract Value : 58.54 Lakh
Local Bodies No of Bidders 1
7.
Coal and Mines #11297160 AOC
Bids Are invited for Custom Bid For Services - Daily Assistance In Cleaning Of Drains Collection And Removal Of Garbage Brooming Of Roads Clearing Of Grass And Other Allied Cleaning Related Works At Indira Nagar Rajiv Colony And Gopal Nagar Colony Of Ghugus Sub Area Of W.. - Cleaning Of Drains, Including Removal Of Silt, Sludge, Garbage, Floating And Settled Waste, Uprooting And Disposal Of Vegetation/Weeds From Inside And Around The Drains (Upto 1M From Drain Edge) , Complete Cleaning Of Drain Bed, Sides And Edges, And Stacking/Loading/Disposal Of Removed Material At Designated Locations By Providing And Deploying Manpower, As Directed By The Engineer-In-Charge, Complete In All Respects.The Item Shall Include Deployment Of Minimum 5 (Five) Manpower Per Day, Shall Be Male Workers, Physically Fit And Experienced In Drain Cleaning Works. Minimum 300 M Of Drain Is To Cleaned Every Day Of Deployment Of Labours. Payment Shall Be Made After Ensuring Of Daily Cleanliness Of The Drain. All Labour Shall Be Provided With Necessary Hand Tools, Safety Gear And Equipment Required For Effective Execution Of The Work.Scope Of Work:- Frequency Is Considered Twice A Month For Drains Upto 750 Mm Width And Once A Month For Drains More Than 750 Mm Width To Maintain Periodicity Of The Cleaning. , Brooming Of Road Surface Including Side Berms Of All Roads In Indira Nagar, Rajiv Colony And Gopal Nagar Colony And Within The Premises Of Service Building & Other Places. Brooming And Cleaning Of Road Surface Including Clearing And Removing Of Vegetation Of Side Berms Of The Road Etc Complete Including Collection Of Garbage & Disposal Of Rubbish Beyond A Lead Of 2.5 Km Or Upto A Distance Of Dump Yard Etc Complete As Directed By Engineer Incharge.Note: A) The Periodicity For The Cleaning Of Roads Shall Be Thrice Every Two Month, Approximately (Upto 2000 Sqm Per Day).B) For Efficient And Periodic Cleaning Of Roads, One No. Of Manpower Should Be Deployed Daily. , Clearing Jungle And Grass, Bushes Including Uprooting Of Plants And Removal Of The Rubbish Up To A Distance Of 500 M Outside The Periphery Of The Area Cleared All Complete As Per The Instructions Of Engineer Incharge By Mechanical Means Using Grass Cutter Machine Or Any Other Machine As Per The Requirement Of The Site. Minimum 4 Number Of Manpower To Be Deployed For Job Including Skilled Manpower For Operation Of Tools/Machine.Scope Of Work:- Frequency Is Considered Three Times A Year To Maintain Periodicity Of The Cleaning. , Disposal Of Dead Animals Including Transportation To The Specified Place Making Earth Pit,Disposal Of Dead Animal Into The Pit With Adequate Quantity Of Salt,Lime And Bleaching Powder Etc And Refilling The Pit With Earth All Complete With Tools,Tackles & Consumables As Per Instruction Of Engineer Incharge. , Sweeping/Cleaning Of Roof/Terrace Surfaces, Collecting Debris, Removing Vegetation, Collecting To Nearest Dumping Point Upto 50 M Lead Including The Cost Of Labour, Helper, T&P (Ladder, Brooms, Baskets, Etc), Incidental Consumables And Safety/Ppe Kits, Contractor Profit And Other Accessories. All Complete As Per Instruction Of Engineer Incharge.Scope Of Work:- Frequency Is Considered Twice Times A Year To Maintain Periodicity Of The Cleaning. , Collection Of Garbage From Door To Door Through Rikshaw (Electrically/Mechanically Operated) Garbage Container & Disposal Of The Same Through Mechanised Vehicle Or Other Suitable Arrangement To The Specified Place, I.E. All Residential And Service Building At Indira Nagar, Rajiv Colony And Gopal Nagar Colony Of Wa, Within A Lead Of 2.5 Km Complete As Per Instruction Of Engineer Incharge. Minimum 2 No. Of Manpower To Be Deployed. (Minimum 2 Trips Per Day) , Carriage Of Material Over Distance Exceeding 0.50 Km. Including Loading And Unloading. Manure/Sludge/Garbage From Drain Cleaning And Other Cleaning Activities As Per Req Of Eic, Lead 2.5 Km
Contract Date: Ref. Documents Contract Value : 28.06 Lakh
Boards / Undertakings / PSU No of Bidders 5
Maharashtra View Result →
8.
Public Administrative Department #11289720 Technical Bid
Tender for Supply Of The Following Material For In Installation Of Deep Well India Mark Ii Handpump & Related Items Of Work 110 Mm Dia Pvc Pipe (6Kg/Cm2) , 32 Mm Dia G.I. Pipe Of Medium Cls , Spare Parts , Transportation Of Handpump Materails, T&P, & Camp Equipage Etc. To The Site Of Work Including & Loading & Unloading & Proper Stacking At Side. , Hiring Charges For Necessary T& P & Equipage Required For Installlation Of Handpump , Tripod, Bogey, Cutter, Wire Rope, Clamps, Wooden Plants Loading Arrangement T&P Etc Complete. , Sinking Of 150 Mm Dia Bore Hole By Casing Pipe Method In All Type Of Soil Strata Handling & Dismantling After Completion Of Work Also Including All Labour G.L To 15 Mb.G.L. , 15 B.G.L To 30 Mb.G.L. , 30 B.G.L To 45 Mb.G.L. , Lowering Of Pvc Assembly Comprising Of Pvc Ribbed Strainer 63 Mm Outer Dia Pvc Pipe, 110X63 Mm Dia Frp Reducer & 110 Mm Dia Outer Pvc Pipe As Per Department Desing & Drawing Complete , Shrounding And Packing Pea-Graval/ Coarse Send Between Borewell And Pvc Assembling Before T&P Etc Requied For Proper Completion Of The Work , Extraction Of Casing Pipe 150 M Dia After Completion Of Lowring Pvc Pipe Assembly Including All Labour T&P Etc Complete , Sealing Of Strata By Bentonite , Installing Of India Mark-Ii Handpump Assembly In 2 The Pvc Assembly As Per Instructions Of Eng Incharge Etc Complete , Development Of Bore By Pumping With Pump Are By Manual Back Washing Till The Discharge Is Free From Turbidity Including Hire Charges Of Pumping Equipment Labour T&P Etc , Taking High-Resolution Colour Photograpsd Of Co,Pleted Work From Nspecified Angles Etc. , Construction Of 1.85 Mtr Dia Circular Cement Concreate Platform In 1:2:4 Proper Compltion Of The Work. , Pre Cast Cement Concreate Drain For Platfrom As Per Departmental Type Design & Requirement As Per Side Condition For Proper , Complete Testing Of The Water , Engraving/Emnossing Hand Pump Instllation, Exgra... , Add G.S.T @ 18%
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 4
Uttar Pradesh View Result →
9.
Power #11168103 Price Bid
Tender for Repairing/Replacement Of Damaged Protection Relays At 18 Nos. 33/11 Kv Substations Under Electricity Distribution Division, Hapur, Including Thorough Inspection, Testing, Calibration, Wiring, And Commissioning Of Relays, And Carrying Out Repair And Maintenance Of 33 Kv Vcbs, Ct/Pt Units, Control Panels, And Associated Equipment; The Work Shall Include Fault Diagnosis, Servicing, Tightening, Replacement Of Minor Defective Components, Cleaning, Oiling/Greasing (Wherever Required), Restoration Of Control Wiring, Testing And Proper Functioning Of All Protection And Control Systems, And All Allied Works Required For Satisfactory Operation Of The Substation. The Rate Shall Be Inclusive Of All Labour, Tools & Plants (T&P), Testing Equipment, Consumables, Minor Materials, Handling, And All Incidental Charges Necessary To Complete The Work In All Respects As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Carriage/Transportation Of Departmental Materials From Electricity Store Center Hapur To Work Site Under The Jurisdiction Of Edc-Hapur, 33/11 Kv Substation Approx. Distance Upto 50 Km. Including Loading, Unloading, Stacking, And Safe Handling At All Stages Of Transit; The Work Shall Be Carried Out For All Types Of Materials With Due Care To Prevent Damage And Shall Include All Labour, Vehicles, Fuel, Tools & Plants (T&P), And All Incidental Charges Required To Complete The Work In All Respects. , 33 Kv Line Isolator 800A , 33 Kv Current Transformer 400/200/1 Or 200/100/1 , 11 Kv Potential Transformer , Acsr / Dog Panthor Conductor , Eraction And Fixing And Making Connection Of 33 Kv Line Isolator 33 Kv (800 Amp.) (As Per Respo Norms) At Diffrent 33/11 Kv Substation Were Include Making Alignment, All Required Nut Bolt, Clamps, Lug, Connector, Wire And Strip Etc All Labour,T&P, Safe & Porper Oprations Provided By Contractor In All Respects. , Erection, Fixing And Replacement Of Defective 33 Kv Current Transformer (Ct) Of Ratio 400/200/1 Including Dismantling Of The Faulty Ct, Supply (If Required), Installation, Alignment, Connection, Testing, Commissioning, And Making The System Operational, Complete In All Respects With All Necessary Labour, Tools & Tackles, And Safety Measures As Per Standard Specifications. , Providing, Fixing And Replacement Of Defective 33 Kv Panel O/C + E/F Idmt Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards And Respo Norms, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective 33 Kv Panel Master Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective 33 Kv Panel Auxiliary Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Closing Coil As Per Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Tripping Coil As Per Pvvnl Standards, Including Dismantling Of The Faulty Unit, Installation Of New Tripping Coil, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Main Contact Block Of Breaker, Including Dismantling Of The Faulty Contact Block, Installation Of New Contact Block, Alignment, Connections, Testing, Commissioning And Making The Breaker Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Tnc (Trip-Neutral-Close) Switch As Per Pvvnl Standards, Including Dismantling Of The Faulty Switch, Installation Of New Tnc Switch, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Control Cable From Panel To Vcb/Ct Chamber Using 2C & 4C × 2.5 Sq.Mm Armoured Cable, Including Dismantling And Removal Of Existing Cable, Supply And Laying Of New Cable, Dressing, Termination With Suitable Lugs And Glands, Ferruling, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Vcb Spring Charging Motor Of Appropriate Make And Rating As Per Pvvnl Standards, Including Dismantling Of The Defective Motor, Installation Of New Motor, Alignment, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective/Burnt Mcb Of Appropriate Make And Rating As Per Pvvnl Standards, Including Dismantling Of The Faulty Mcb, Installation Of New Mcb, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective/Burnt Auxiliary Switch Of Appropriate Rating As Per Pvvnl Standards, Including Dismantling Of The Faulty Switch, Installation Of New Auxiliary Switch, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Anti-Pumping Relay Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation Of New Relay, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Led Indicator As Per Pvvnl Standards, Including Dismantling Of The Faulty Indicator, Installation Of New Led Indicator, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Ammeter, Including Dismantling Of The Faulty Meter, Supply And Installation Of New Ammeter Of Appropriate Rating, Connections, Calibration (If Required), Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Voltmeter, Including Dismantling Of The Faulty Meter, Supply And Installation Of New Voltmeter Of Appropriate Rating, Connections, Calibration (If Required), Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Local/Remote Selector Switch, Including Dismantling Of The Faulty Switch, Supply And Installation Of New Switch Of Appropriate Rating, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Buzzer, Including Dismantling Of The Faulty Unit, Supply And Installation Of New Buzzer Of Appropriate Rating, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Servicing And Maintenance Of Electrical And Mechanical Systems For Proper Opening, Closing And Tripping Of 33 Kv Breakers, Including Servicing Of 33 Kv Panels For Correct Operation Of Tripping, Alarm And Indication Systems, Providing And Rectification Of Internal Wiring With Suitable Control Cables, Lugs, Ferrules Of Appropriate Rating And Colour Coding, And Ensuring Proper Interconnection Between Panels, Dc Charger, 33 Kv Breakers, Cts, Pts And Associated Equipment Such As Power Transformer Oti, Wti, Oil Level Indicator, Buchholz Relay Etc.; Including Maintenance Of Lighting Arrangement In Switchyard And Control Room And Execution Of Other Related Works Of 33/11 Kv Substation, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures., With A Warranty Period Of Six Months, And Proper Marking Of Repair Date On Panel And Entry In Maintenance Register After Rectification Of Fault. , Providing, Fixing And Replacement Of Damaged Heavy-Duty Pg Clamp In Switchyard As Per Pvvnl Standards, Including Dismantling Of The Faulty Clamp, Installation Of New Pg Clamp, Tightening, Proper Connection, Testing And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Damaged Isolator Jaw, Complete As Per Pvvnl Standards, Including Dismantling Of The Defective Jaw, Installation Of New Isolator Jaw, Alignment, Tightening, Proper Contact Setting, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
10.
Power #11168102 Price Bid
Tender for Repairing/Replacement Of Damaged Protection Relays At 19 Nos. 33/11 Kv Substations Under Electricity Distribution Division, Pilkhuwa, Including Thorough Inspection, Testing, Calibration, Wiring, And Commissioning Of Relays, And Carrying Out Repair And Maintenance Of 33 Kv Vcbs, Ct/Pt Units, Control Panels, And Associated Equipment; The Work Shall Include Fault Diagnosis, Servicing, Tightening, Replacement Of Minor Defective Components, Cleaning, Oiling/Greasing (Wherever Required), Restoration Of Control Wiring, Testing And Proper Functioning Of All Protection And Control Systems, And All Allied Works Required For Satisfactory Operation Of The Substation. The Rate Shall Be Inclusive Of All Labour, Tools & Plants (T&P), Testing Equipment, Consumables, Minor Materials, Handling, And All Incidental Charges Necessary To Complete The Work In All Respects As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Carriage/Transportation Of Departmental Materials From Electricity Store Center Hapur To Work Site Under The Jurisdiction Of Edc-Hapur, 33/11 Kv Substation Approx. Distance Upto 50 Km. Including Loading, Unloading, Stacking, And Safe Handling At All Stages Of Transit; The Work Shall Be Carried Out For All Types Of Materials With Due Care To Prevent Damage And Shall Include All Labour, Vehicles, Fuel, Tools & Plants (T&P), And All Incidental Charges Required To Complete The Work In All Respects. , 33 Kv Line Isolator 800A , 33 Kv Current Transformer 400/200/1 Or 200/100/1 , 11 Kv Potential Transformer , Acsr / Dog Panthor Conductor , Eraction And Fixing And Making Connection Of 33 Kv Line Isolator 33 Kv (800 Amp.) (As Per Respo Norms) At Diffrent 33/11 Kv Substation Were Include Making Alignment, All Required Nut Bolt, Clamps, Lug, Connector, Wire And Strip Etc All Labour,T&P, Safe & Porper Oprations Provided By Contractor In All Respects. , Erection, Fixing And Replacement Of Defective 33 Kv Current Transformer (Ct) Of Ratio 400/200/1 Including Dismantling Of The Faulty Ct, Supply (If Required), Installation, Alignment, Connection, Testing, Commissioning, And Making The System Operational, Complete In All Respects With All Necessary Labour, Tools & Tackles, And Safety Measures As Per Standard Specifications. , Providing, Fixing And Replacement Of Defective 33 Kv Panel O/C + E/F Idmt Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards And Respo Norms, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective 33 Kv Panel Master Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective 33 Kv Panel Auxiliary Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Closing Coil As Per Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Tripping Coil As Per Pvvnl Standards, Including Dismantling Of The Faulty Unit, Installation Of New Tripping Coil, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Main Contact Block Of Breaker, Including Dismantling Of The Faulty Contact Block, Installation Of New Contact Block, Alignment, Connections, Testing, Commissioning And Making The Breaker Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Tnc (Trip-Neutral-Close) Switch As Per Pvvnl Standards, Including Dismantling Of The Faulty Switch, Installation Of New Tnc Switch, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Control Cable From Panel To Vcb/Ct Chamber Using 2C & 4C × 2.5 Sq.Mm Armoured Cable, Including Dismantling And Removal Of Existing Cable, Supply And Laying Of New Cable, Dressing, Termination With Suitable Lugs And Glands, Ferruling, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Vcb Spring Charging Motor Of Appropriate Make And Rating As Per Pvvnl Standards, Including Dismantling Of The Defective Motor, Installation Of New Motor, Alignment, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective/Burnt Mcb Of Appropriate Make And Rating As Per Pvvnl Standards, Including Dismantling Of The Faulty Mcb, Installation Of New Mcb, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective/Burnt Auxiliary Switch Of Appropriate Rating As Per Pvvnl Standards, Including Dismantling Of The Faulty Switch, Installation Of New Auxiliary Switch, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Anti-Pumping Relay Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation Of New Relay, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Led Indicator As Per Pvvnl Standards, Including Dismantling Of The Faulty Indicator, Installation Of New Led Indicator, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Ammeter, Including Dismantling Of The Faulty Meter, Supply And Installation Of New Ammeter Of Appropriate Rating, Connections, Calibration (If Required), Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Voltmeter, Including Dismantling Of The Faulty Meter, Supply And Installation Of New Voltmeter Of Appropriate Rating, Connections, Calibration (If Required), Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Local/Remote Selector Switch, Including Dismantling Of The Faulty Switch, Supply And Installation Of New Switch Of Appropriate Rating, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Buzzer, Including Dismantling Of The Faulty Unit, Supply And Installation Of New Buzzer Of Appropriate Rating, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Servicing And Maintenance Of Electrical And Mechanical Systems For Proper Opening, Closing And Tripping Of 33 Kv Breakers, Including Servicing Of 33 Kv Panels For Correct Operation Of Tripping, Alarm And Indication Systems, Providing And Rectification Of Internal Wiring With Suitable Control Cables, Lugs, Ferrules Of Appropriate Rating And Colour Coding, And Ensuring Proper Interconnection Between Panels, Dc Charger, 33 Kv Breakers, Cts, Pts And Associated Equipment Such As Power Transformer Oti, Wti, Oil Level Indicator, Buchholz Relay Etc.; Including Maintenance Of Lighting Arrangement In Switchyard And Control Room And Execution Of Other Related Works Of 33/11 Kv Substation, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures., With A Warranty Period Of Six Months, And Proper Marking Of Repair Date On Panel And Entry In Maintenance Register After Rectification Of Fault. , Providing, Fixing And Replacement Of Damaged Heavy-Duty Pg Clamp In Switchyard As Per Pvvnl Standards, Including Dismantling Of The Faulty Clamp, Installation Of New Pg Clamp, Tightening, Proper Connection, Testing And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Damaged Isolator Jaw, Complete As Per Pvvnl Standards, Including Dismantling Of The Defective Jaw, Installation Of New Isolator Jaw, Alignment, Tightening, Proper Contact Setting, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
Uttar Pradesh View Result →
11.
Power #11168101 Price Bid
Tender for Repairing/Replacement Of Damaged Protection Relays At 17 Nos. 33/11 Kv Substations Under Electricity Distribution Division, Garhmukteshwar, Including Thorough Inspection, Testing, Calibration, Wiring, And Commissioning Of Relays, And Carrying Out Repair And Maintenance Of 33 Kv Vcbs, Ct/Pt Units, Control Panels, And Associated Equipment; The Work Shall Include Fault Diagnosis, Servicing, Tightening, Replacement Of Minor Defective Components, Cleaning, Oiling/Greasing (Wherever Required), Restoration Of Control Wiring, Testing And Proper Functioning Of All Protection And Control Systems, And All Allied Works Required For Satisfactory Operation Of The Substation. The Rate Shall Be Inclusive Of All Labour, Tools & Plants (T&P), Testing Equipment, Consumables, Minor Materials, Handling, And All Incidental Charges Necessary To Complete The Work In All Respects As Per Departmental Standards And Directions Of The Engineer-In-Charge. , Carriage/Transportation Of Departmental Materials From Electricity Store Center Hapur To Work Site Under The Jurisdiction Of Edc-Hapur, 33/11 Kv Substation Approx. Distance Upto 50 Km. Including Loading, Unloading, Stacking, And Safe Handling At All Stages Of Transit; The Work Shall Be Carried Out For All Types Of Materials With Due Care To Prevent Damage And Shall Include All Labour, Vehicles, Fuel, Tools & Plants (T&P), And All Incidental Charges Required To Complete The Work In All Respects. , 33 Kv Line Isolator 800A , 33 Kv Current Transformer 400/200/1 Or 200/100/1 , 11 Kv Potential Transformer , Acsr / Dog Panthor Conductor , Eraction And Fixing And Making Connection Of 33 Kv Line Isolator 33 Kv (800 Amp.) (As Per Respo Norms) At Diffrent 33/11 Kv Substation Were Include Making Alignment, All Required Nut Bolt, Clamps, Lug, Connector, Wire And Strip Etc All Labour,T&P, Safe & Porper Oprations Provided By Contractor In All Respects. , Erection, Fixing And Replacement Of Defective 33 Kv Current Transformer (Ct) Of Ratio 400/200/1 Including Dismantling Of The Faulty Ct, Supply (If Required), Installation, Alignment, Connection, Testing, Commissioning, And Making The System Operational, Complete In All Respects With All Necessary Labour, Tools & Tackles, And Safety Measures As Per Standard Specifications. , Providing, Fixing And Replacement Of Defective 33 Kv Panel O/C + E/F Idmt Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards And Respo Norms, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective 33 Kv Panel Master Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective 33 Kv Panel Auxiliary Relay With Suitable Retrofitting Arrangement Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Closing Coil As Per Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation, Wiring, Testing, Commissioning And Making The System Fully Operational As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Tripping Coil As Per Pvvnl Standards, Including Dismantling Of The Faulty Unit, Installation Of New Tripping Coil, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Main Contact Block Of Breaker, Including Dismantling Of The Faulty Contact Block, Installation Of New Contact Block, Alignment, Connections, Testing, Commissioning And Making The Breaker Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Tnc (Trip-Neutral-Close) Switch As Per Pvvnl Standards, Including Dismantling Of The Faulty Switch, Installation Of New Tnc Switch, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Control Cable From Panel To Vcb/Ct Chamber Using 2C & 4C × 2.5 Sq.Mm Armoured Cable, Including Dismantling And Removal Of Existing Cable, Supply And Laying Of New Cable, Dressing, Termination With Suitable Lugs And Glands, Ferruling, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Vcb Spring Charging Motor Of Appropriate Make And Rating As Per Pvvnl Standards, Including Dismantling Of The Defective Motor, Installation Of New Motor, Alignment, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective/Burnt Mcb Of Appropriate Make And Rating As Per Pvvnl Standards, Including Dismantling Of The Faulty Mcb, Installation Of New Mcb, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective/Burnt Auxiliary Switch Of Appropriate Rating As Per Pvvnl Standards, Including Dismantling Of The Faulty Switch, Installation Of New Auxiliary Switch, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Anti-Pumping Relay Of Approved Makes Such As Ashida, Schneider, C&S Or Equivalent, Conforming To Pvvnl Standards, Including Dismantling Of The Existing Relay, Installation Of New Relay, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Led Indicator As Per Pvvnl Standards, Including Dismantling Of The Faulty Indicator, Installation Of New Led Indicator, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Ammeter, Including Dismantling Of The Faulty Meter, Supply And Installation Of New Ammeter Of Appropriate Rating, Connections, Calibration (If Required), Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Voltmeter, Including Dismantling Of The Faulty Meter, Supply And Installation Of New Voltmeter Of Appropriate Rating, Connections, Calibration (If Required), Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Local/Remote Selector Switch, Including Dismantling Of The Faulty Switch, Supply And Installation Of New Switch Of Appropriate Rating, Wiring, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Defective Buzzer, Including Dismantling Of The Faulty Unit, Supply And Installation Of New Buzzer Of Appropriate Rating, Connections, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Servicing And Maintenance Of Electrical And Mechanical Systems For Proper Opening, Closing And Tripping Of 33 Kv Breakers, Including Servicing Of 33 Kv Panels For Correct Operation Of Tripping, Alarm And Indication Systems, Providing And Rectification Of Internal Wiring With Suitable Control Cables, Lugs, Ferrules Of Appropriate Rating And Colour Coding, And Ensuring Proper Interconnection Between Panels, Dc Charger, 33 Kv Breakers, Cts, Pts And Associated Equipment Such As Power Transformer Oti, Wti, Oil Level Indicator, Buchholz Relay Etc.; Including Maintenance Of Lighting Arrangement In Switchyard And Control Room And Execution Of Other Related Works Of 33/11 Kv Substation, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures., With A Warranty Period Of Six Months, And Proper Marking Of Repair Date On Panel And Entry In Maintenance Register After Rectification Of Fault. , Providing, Fixing And Replacement Of Damaged Heavy-Duty Pg Clamp In Switchyard As Per Pvvnl Standards, Including Dismantling Of The Faulty Clamp, Installation Of New Pg Clamp, Tightening, Proper Connection, Testing And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures. , Providing, Fixing And Replacement Of Damaged Isolator Jaw, Complete As Per Pvvnl Standards, Including Dismantling Of The Defective Jaw, Installation Of New Isolator Jaw, Alignment, Tightening, Proper Contact Setting, Testing, Commissioning And Making The System Fully Operational, As Per Directions Of The Site In-Charge, Complete In All Respects With Supply Of All Required Nuts, Bolts, Clamps, Lugs, Connectors Etc., Along With All Labour, Tools & Plants (T&P) And Safety Measures.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
12.
Power #11054117 Technical Bid
Tender For Revival Of 220Kv Samaguri-Mariani Circuit I From Loc. No. 203 To Loc. No. 545- 1 Tower Superstructures 2 Fabrication And Supply Of Galvanized Lattice Steel Tower Super Structure, ( Including Hangers, Gussets, Strain Plate(Approximate Ht Steel =70%, Ms=30%) 3 Galvanized Nuts And Bolts Above 4 Stub Sets 5 Partially Galvanized Stub Angle With Cleat (Ht Steel=88%) 6 Galvanized Nuts And Bolts For Above 7 Stub Setting Template 8 Stub Setting Template 9 Galvanized Nuts And Bolts For Above 10 Power Conductor 11 Acsr Zebra Conductor 12 Disc Insulator Strings Complete With All Hardware Fittings And Associated Clamps 13 120Kn, Single Tension Disc Insulator String Complete With Hardware Fittings Including Tension Clamp For Zebra Conductor Comprising Of 15 Disc Insulators Per String 14 90 Kn, Single Suspension Disc Insulator String Complete With Hardware Fittings Including Suspension Clamp For Zebra Conductor Comprising Of 14 Disc Insulators Per String 15 240 Kn, Double Tension Disc Insulator String Comprising 2 String Of 120 Kn Disc Insulator Complete Comprising Of 15 Disc Insulators Per String (B&S Type) With Hardware Fittings Including Tension Clamp For Zebra Conductor. 16 180Kn, Single Suspension Disc Insulator String Comprising 2 String Of 90 Kn Disc Insulator Complete Comprising Of 14 Disc Insulators Per String (B&S Type)With Hardware Fittings Including Suspension Clamp For Zebra Conductor. 17 Stock Bridge Type Vibration Damper For Zebra Conductor 18 Performed Armoured Rod 19 Mid Span Compression Joint 20 Plcc Equipments 21 245Kv 1-Phase Capacitive Voltage Transformer With All Fittings And Accssories Including Terminal Connectors 22 Supply Of New Lattice Galvanized Steel Structure For Mounting Of Cvt 23 12C X 1.5 Sq.Mm Control Cable 24 4C X 2.5 Sq.Mm Control Cable 25 Cable Glands, Lugs & Straight Through Joints For Control Cables For The 220Kv Line Bay 26 Supply Of 220Kv, 0.5 Mh, 1250 A Line Trap With All Fittings And Accessories As Per Specification. 27 Supply Of Hf Co-Axial Cable (Impedance 75 Ohms) 28 Supply Of Gi Angles For Replacement Of Damaged/Missing Tower Members 29 Tower And Transmission Line Accessories 30 Supply Of Danger Plate 31 Supply Of Phase Plate 32 Supply Of Number Plate 33 Supply Of Anti Climbing Device 34 Tower Superstructures 35 Fabrication And Supply Of Galvanized Lattice Steel Tower Super Structure, ( Including Hangers, Gussets, Strain Plate(Approximate Ht Steel =70%, Ms=30%) 36 Galvanized Nuts And Bolts Above 37 Stub Sets 38 Partially Galvanized Stub Angle With Cleat (Ht Steel=88%) 39 Galvanized Nuts And Bolts For Above 40 Stub Setting Template 41 Stub Setting Template 42 Galvanized Nuts And Bolts For Above 43 Power Conductor 44 Acsr Zebra Conductor 45 Disc Insulator Strings Complete With All Hardware Fittings And Associated Clamps 46 120Kn, Single Tension Disc Insulator String Complete With Hardware Fittings Including Tension Clamp For Zebra Conductor Comprising Of 15 Disc Insulators Per String 47 90 Kn, Single Suspension Disc Insulator String Complete With Hardware Fittings Including Suspension Clamp For Zebra Conductor Comprising Of 14 Disc Insulators Per String 48 240 Kn, Double Tension Disc Insulator String Comprising 2 String Of 120 Kn Disc Insulator Complete Comprising Of 15 Disc Insulators Per String (B&S Type) With Hardware Fittings Including Tension Clamp For Zebra Conductor. 49 180Kn, Single Suspension Disc Insulator String Comprising 2 String Of 90 Kn Disc Insulator Complete Comprising Of 14 Disc Insulators Per String (B&S Type)With Hardware Fittings Including Suspension Clamp For Zebra Conductor. 50 Stock Bridge Type Vibration Damper For Zebra Conductor 51 Performed Armoured Rod 52 Mid Span Compression Joint 53 Plcc Equipments 54 245Kv 1-Phase Capacitive Voltage Transformer With All Fittings And Accssories Including Terminal Connectors 55 Supply Of New Lattice Galvanized Steel Structure For Mounting Of Cvt 56 12C X 1.5 Sq.Mm Control Cable 57 4C X 2.5 Sq.Mm Control Cable 58 Cable Glands, Lugs & Straight Through Joints For Control Cables For The 220Kv Line Bay 59 Supply Of 220Kv, 0.5 Mh, 1250 A Line Trap With All Fittings And Accessories As Per Specification. 60 Supply Of Hf Co-Axial Cable (Impedance 75 Ohms) 61 Supply Of Gi Angles For Replacement Of Damaged/Missing Tower Members 62 Tower And Transmission Line Accessories 63 Supply Of Danger Plate 64 Supply Of Phase Plate 65 Supply Of Number Plate 66 Supply Of Anti Climbing Device 67 Survey 68 Detail & Check Survey As Per Specification 69 Construction Of Rcc Foundation Including All Labour, Material Equipment, Excavation Shuttering, Head Loading, Back Filling Etc. Complete For Handling, Placing, Leveling, Curing Etc. Complete Inclusive Of Cost Of Transportation Batching, Mixing Cement And Reinforcement Steel 70 Concreting 71 Reinforcement 72 Brick Soiling Works 73 Providing Brick Soling In Foundation And Under Floor With Stone/Best Quality Picked Jhama Brick, Sand Packed And Laid To Level And In Panrl After Preparing The Subgrade As Directed Including All Labour And Materials (A) Brick On Flat Soling (Area Considred As Per Approved Diagram) 74 Repairing Of Tower Stubs Damaged By Corrosion And Raising Of Coping Of Tower Legs To Prevent From Further Corrosion 75 Repairing Of Damaged Stubs Including Fabrication Of Stubs, Cleats, Excavation, Breaking Of Beam Rcc Portion, Pillar Portion Upto 0.5 M, Recasting And Coping Of Tower. Total Stubs To Be Repaired = 226Nos. 76 Rcc Work (Mufflering) For Raising Of Chimney Height To Above The Beam Level To Prevent Further Corrosion Of Stubs And Legs In The Propotion 1:2:4 With Maximum Size Of Aggregate 12 To 38 Mm Stone Chips Providing From Work Including Supply Of Labour, Sand, Stone, Chips, Cement, Rods Complete As Directed. 77 Stub Setting 78 Setting Of Stubs (Sets Of Four) Including Transportation & Distribution Of Stub And Accessories From Store To Site Excluding Cost Of Excavation, Concreting & Back Filling 79 Erection Of Superstructure 80 Superstructure Erection Including Transportation Of Structures By Any Means And Distribution Of Structure And Accessories From Store To Site 81 Weilding Of All Nuts & Bolts Upto The Bottom Cross Arm Level Including All Charges Of Transportation, Materials Etc 82 Stringing 83 Stringing Of Power Conductors Including Transportation From Stores And Distribution Of Conductors And Accessories To Sites And Laying, Stringing, Tensioning , Clamping, Jointing, Jumpering And Hoisting Of Insulators Complete Including Cost Of All Fittings And Accessories Not Specifically Mentioned Elsewhere Per Route Km Of Line ( 3 Conductors Of Line) 84 Erection, Testing And Commissioning Of Plcc Equipment And Related Services 85 Erection, Testing And Commissioning Of Cvt Including Laying Of Control Cables As Required 86 Erection Of Mounting Structures As Required For Cvt Including Construction Of Foundations And Supply Of All Foundation Materials 87 Erection, Testing And Commissioning Of 220Kv, 05Mh, 1250 A Line Trap With All Fittings And Accessories As Per Specification Inclusive Of All Costs Of Retro-Fitting If Any And Including Supply Of Any Materials To Complete To Job. 88 Grounding And Other Works 89 Grounding Of Towers With 3 Metre Long 25Mm Dia Gi Pipe Including Cost Of All Materials, Such As Gi Pipes, Gi Bolts & Nuts And Washers, Salt, Cock Etc As Per Specification 90 Painting Of Tower Legs With Anti-Rust Chemical (Rustolene Spray/Equivalent) With Corrosive Paint(2 Coats) Of Approved Quality Upto 3 Meters From The Ground Level Including Cost Of Paints. 91 Painting Of Tower Legs With Bituminous Paints Of Approved Quality Upto 3 Meters From The Ground Level Including Cost Of Paints. 92 Erection Of Danger Plates 93 Erection Of Phase Plates 94 Erection Of Number Plates 95 Erection Of Bird Guard 96 Erection Of Anti Climbing Device 97 Corridor Clearance Work 98 Repairing/Replacement Of Missing Tower Members Including Fabrication, Cutting, Making Holes And Fitting In Tower Loc 99 Carrying Of Tower Members And Materials By Means Of Transport From Store To Site (Ls ) 100 Loading Of Tower Member And Materials At Store And Un-Loading Near Working Site 101 Head Loading Of Tower Member/Materials From Roadside To Working Site
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 3
14.
Railways #10882300 AOC
Supply Of Dynamic Wheel Balancing Machine (On Turnkey Basis) As Per Bid Document Part Ii Attached Below. [ Warranty Period: 30 Months After The Date Of Delivery ] ] , Comprehensive Annual Maintenance Contract For Dynamic Wheel Balancing Mac Hine [ Warranty Period: 2 Years, Amc Period: 5 Years, Rate Of Discounting: 8 % ] ] At (Location) Sse/Wheel/Pl, Wr Maharashtra 1.00 Numbers 3 657933430011 Essential Non Stock --- Yes Tpi Agency Inr Spares (Y) Concomitant Accessories For Dynamic Wheel Balancing Machine As Per Bid Docum Ent Part Ii Attached Below [ Warranty Period: 30 Months After The Date Of Delivery ] ] Consignee Sse/Wheel/Pl, Wr Maharashtra 1.00 Set Inspection Details Stage Inspection Not Required 3. T And C F.O.R Description Destination Delivery Period Description Delivery /Completion Rate Of Supply Page 1 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 For All Items Completion : Within 330 Days Firm Shall Complete The Supply, Installation & Commissioning And Know - How Training To Concern Staff Of Consignee At Consignee Premises Within Stipulated Time Prescribed In Delivery Period. Payment Terms S.No Description Payment Terms 1 80% Payment Shall Be Made On Receipt Of The Items In Satisfactory Condition, Against Suppliers Challan Certiï¬Ed By Consignee Gazetted Oï¬Ƒcer, And Inspection Certiï¬Cate Issued By The Nominated Inspection Agency And After Successful Installation, Commissioning. Balance 20% Payment Shall Be Made After Issue Of Ptc(Proving Test Certiï¬Cate) (To Be Issued After One Month Performance Observation) By Consignee Subject To Submission Of Bank Guarantee For 10% Of The Contract Value For Warranty Obligations, Valid Beyond 6 Months Period Of Warranty. Statutory Variation Clause S.No Description 1 Statutory Variation In Taxes And Duties, Or Fresh Imposition Of Taxes And Duties By State/ Central Governments In Respect Of The Items Stipulated In The Contract (And Not The Raw Materials Thereof), Within The Original Delivery Period Stipulated In The Contract, Or Last Unconditionally Extended Delivery Period Shall Be To Railways Account. Only Such Variation Shall Be Admissible Which Takes Place After The Submission Of Bid. No Claim On Account Of Statutory Variation In Respect Of Existing Tax/Duty Will Be Accepted Unless The Tenderer Has Clearly Indicated In His OffEr The Rate Of Tax/Duty Considered In His Quoted Rate. No Claim On Account Of Statutory Variation Shall Be Admissible On Account Of Misclassiï¬Cation By The Supplier/ Contractor. Standard Governing Conditions S.No Description 1 1) The Contract Shall Be Governed By Latest Version (Along With All Correction Slip) Of Irs Conditions Of Contract And All Other Terms And Conditions Incorporated In The Tender Documents. (2) The Contract Shall Also Be Governed By Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before Tender Closing, Available As Public Documents Of Western Railway On Ireps Website (3)(A) It May Be Noted That Conditions Mentioned In Tender Schedule On Ireps Shall Prevail Over General Conditions Of Contract, Which In Turn Shall Prevail Over Irs Condition Of Contract. (B) Terms & Conditions/Speciï¬Cations Mentioned In Nit Shall Prevail Over Conditions Mentioned In Documents Attached With Nit. 4. Eligibility Conditions Special Eligibility Criteria S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 The Manufacturer Shall Have Valid Iso-9001 Certiï¬Cate On The No No Allowed Original Date Ofclosing Of Tender And A Copy Of Same Should Be (Mandatory) Submitted Along With The Bid (Dynamic Wheelbalancing Machine Shall Be In The Scope Of Iso Certificate). 2 1) The Bidder/ Manufacturer Must Have Supplied At Least 01 No No Allowed Numbers Of The Similar Or Higher Capacity Of Dwbm To Any Of Indian (Mandatory) Railway Production Unit Or Zonal Railways Or Other Government Organizations In Last 05 Years From The Date Of Closing Of Tender. Firm Must Upload Documentary Evidence Regarding The Past Successful Supplies Like Copies Of Receipt Note/Inspection Certiï¬Cate/Installation And Commissioning Report Etc. Along With The OffEr. (2) Performance Certiï¬Cate:Out Of The Item Supplied As Per Clause Above, The Bidder Shall, In Their OffEr, Submit Performance Certiï¬Cate Of At Least 01 Number Of Machine That Must Have Worked Satisfactorily For At Least One Year From The Date Of Commissioning.The Performance Certiï¬Cate Submitted By The Bidder Should Not Be More Than One Year Old I.E. It Should Have Been Issued Within One 01 Year From The Tender Closing Date Issued By The Actual End User Of The Machine. Page 2 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 3 Firm Shall Submit The Para-Wise/Item-Wise Compliance Of All The No No Allowed Parameters Mentioned In The Technical Speciï¬Cations Mentioned In (Mandatory) The Document Below. If There Is Any Deviation, The Same Shall Be Clearly Indicated In The Deviation Statement. A.Bid Document Part Ii 4 Firm Must Upload Documentary Evidence Regarding The Past No No Not Allowed Successful Supply Performance Like Copies Of Contract Order/Receipt Note/Inspection Certiï¬Cate, Installation And Commissioning Report Jointly Signed With The Actual User/Consignee, Ptc Etc. Along With The Offer, Failing Which The Offer Shall Be Liable To Be Rejected. 5 (1) Procurement Shall Be Done From Manufacturers (Oems) Or No No Allowed Authorized Agent / Dealer Of Oem. (2) Either Oem Should Quote (Optional) Directly Or Oem Can Give Tender Speciï¬C Authorization To Its Agent / Dealer To Quote On Their Behalf. (3) The Authorized Dealer Should Submit Valid Tender Speciï¬C Authorization, Along With The OffEr, Failing Which Their Offer Will Be Summarily Rejected. 6 Earnest Money Deposit (Emd): (1) Emd Shall Be Submitted By No No Allowed Tenderer As Speciï¬Ed In Tender Schedule, Along With Their Online (Optional) OffEr. There Shall Be No Exemption From Submission Of Emd For Any Tender Or By Any Tenderer Except Those Exempted. (2)Exemption To Submit Emd Will Be Given In The Following Cases : (A) Only Manufacturers Having Valid Udyam Certiï¬Cate Under Micro And Small Category Are Eligible For Exemption From Emd. (B) Other Railways And Government Departments. (C) Indian Ordnance Factories. (D) Psus Owned By Ministry Of Railways And Psus For The Group Of Items That Are Manufactured By Them. (E) Vendors Registered With Railways For The Trade Group Of The Item Tendered. (F) Vendors Appearing On The Approved Vendor Lists Of Rdso/Pus/Core, Subject To Approval Status Being Valid On The Date Of Tender Closing. (G) Vendors Registered With Railways For Supply Of Medicine, Medical Equipments And Consumables For These Items. (H) In Tenders Issued Against Pac, Oem In Whose Favour Pac Has Been Issued (I)Kvic And Acash For Items Supplied By Them. 5. Compliance Conditions Commercial-Compliance S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 The Bidder Conï¬Rms That Rates And Other ϬNancial Terms Quoted In No No Not Allowed Relevant Columns Of ϬNancial Bid Will Only Be Ruling Terms For Acceptance, And Such Terms Quoted Anywhere Else Should Be Ignored. (Denial Of This Condition Not Recommended) 2 Make In India Policy :- 1) As Per Clause 1800 Of Instructions To No No Allowed Tenderers And General Conditions Of Tender Indigenous Version 14 (Optional) Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 2) The Tender Will Be Governed By Railway Board Letter No.2020/Rs(G)/779/ 2 Dtd. 12/06/20 And 2015/Rs(G}/779/5(Vol.L) Dated 24/09/2020 & 2024/Rs(G)/779/3(E 3464799) Dt.25.06.2024 For Public Procurement (Preference To Make In India) 3 Please Enter The Percentage Of Local Content In The Material Being No Yes Allowed OffEred. Please Enter 0 For Fully Imported Items, And 100 For Fully (Optional) Indigenous Items. The Deï¬Nition And Calculation Of Local Content Shall Be In Accordance With The Make In India Policy As Incorporated In The Tender Conditions. Other Conditions S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 Inspection By Tpi Agency At Oems Premises . Firm To Quote Place Of No No Not Allowed Inspection Clearly In Their OffEr So As To Enable This Oï¬Ƒce To Incorporate Place Of Inspection In Po.The Machine Shall Be Inspected And Tested During DiffErent Stages Of Its Manufacture Starting From Raw Material Till The Completion Of Machine As Per Annexure-I (Qap) Attached For Reference. Page 3 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 2 The Machine Shall Be Inspected And Tested During DiffErent Stages No No Allowed Of Its Manufacturing Starting From Raw Material , By The Purchaser (Mandatory) Or His Authorized Representative (Tpi) At The Suppliers Or His Sub- Suppliers Works For Which Bidder Has To Submit Qap Incorporating The Tests Along With Stage Inspections For The Tender Items And Tpi Will Carried Out Inspection At Manufactures Works As Per The Qap (Quality Assurance Plan) 3 Evaluation Criteria: 1) The Inter-Se-Position Of All OffErs Received No No Not Allowed Will Be Decided On Total Value Of Tender Quoted By The Firm. 4 Road Delivery : In Case Of Road Delivery, The Date Of Delivery At No No Not Allowed Destination (Consignees End) Shall Only Be Treated As Delivery Date Irrespective Of F.O.R./F.O.T. Condition Mentioned Elsewhere In The Contract/ Tender. 5 Performance/Bank Guarantee: As Per Clause 0600 Of No No Not Allowed Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 6 Warranty / Guarantee Period:As Per Clause 1200 Of No No Not Allowed Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 7 Neft/Rtgs/Ecs Payment:As Per Clause 2900 Of Instructions To No No Not Allowed Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 8 Gst Compliance:-As Per Clause 0906 Of Instructions To Tenderers No Yes Allowed And General Conditions Of Tender Indigenous Version 14 Of June (Optional) 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 9 Security Deposit (Sd): 1.0 All Successful Tenderer Shall Deposit No No Allowed Security Deposit (Sd) Amount @5% Of Contract Value Rounded Off To (Optional) Nearest Higher Rs.10, Subject To Maximum Rs. 50 Lakhs For Contract Value Up To Rs 50 Cr. In Case Of Contract Value Above Rs 50 Cr. Sd Will Be Rs 1 Cr. 2.0 There Shall Be No Exemption From Submission Of Security Deposit (Sd) For Any Tender Or By Any Tenderer Except Following: I. The Contract Value Up To Rs.25 (Twenty ϬVe) Lakhs. Ii. Other Railways And Government Departments. Iii. Indian Ordnance Factories. Iv. Psus Owned By Ministry Of Railways And Psus For The Group Of Items That Are Manufactured By Them. V. In Tenders Issued Against Pac, Oem In Whose Favour Pac Has Been Issued. Vi. Kvic And Acash For Items Supplied By Them. Vii. Vendors Registered With Railways For The Trade Group Of The Item Tendered For Orders Valued Up To Their Monetary Limit Of Registration. Viii. Vendors Appearing On The Approved Vendor Lists Of Rdso/Pus/Core, Subject To Approval Status Being Valid On The Date Of Tender Closing. Ix. Vendors Registered With Railways For Supply Of Medicine, Medical Equipments And Consumables For These Items. 3.0 Security Deposit (Sd) Shall Remain Valid For A Period Of 60Days, Beyond The Date Of Completion Of All Contractual Obligations. 4.0 Sd From Successful Tenderer Should Be Received In Purchase Oï¬Ƒce Within 21 Days From The Date Acceptance Letter Issued By Purchaser. In The Event Of Successful Tenderer (S) Failing To Deposit/Submit Sd In Acceptable Form Within The Prescribed Period As Aforesaid, The Emd Submitted By Such Successful Tenderers Shall Be Automatically Adjusted Towards Sd. In Case Where Available Emd Amount Is Less Than Required Sd And The Successful Tenderer Does Not Deposit The Balance Sd Amount Within Stipulated Time, Then Emd Shall Be Forfeited And Case Be Dealt With As That Of Withdrawal Of OffEr By The Tenderer. Page 4 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 10 Security Deposit (Sd): 5.0 Wherever Sd Has Been Exempted, For No No Allowed Any Reason, And The Supplier Fails To Supply Goods As Per Conditions (Optional) Of Contract, As Amended From Time To Time, Purchaser Shall Have Right To Levy Damages From The Supplier For Failing To Comply With The Contractual Conditions, Not By Way Of Penalty, An Amount Equal To Sd Amount, As Would Have Been Applicable If The Contract Was With A Non-Exempted Vendor. These Damages Shall Be Treated As Recoveries Outstanding Against The Vendor And Dealt With Accordingly. 6.0 Apart From Claiming Damages From Vendors, In Case Of Failure To Comply With The Contractual Obligations, Railways Shall Record Poor Performance Of The Vendors For Taking Suitable Penal Action. 7.0 Sd Can Be Submitted In Following Format: A. Dd In The Name Of Chief Cashier/Wr/Ccg. B. Fixed Deposit Receipt Duly Discharged And Stamped In Favour Of Fa&Cao(S) (Stock Items) Or Fa&Cao(X) (Non Stock Items) Or Fa&Cao(C) Churchgate, Western Railway As The Case May Be. C. Bank Guarantee: In Case Bank Guarantee Is Submitted By Supplier/Contractor, The Same Should Be In The Proper Prescribed Format For Bg As Per Annexure Available On Web Site Www.Ireps.Gov.In Website Link Western Railway/Pcmm. The Stamp Duty Shall Be @Rs.5/- Per Thousand Or Part Thereof For The Amount Secured For Such Deed. The Title Holder Of The Bg Shall Be President Of India Acting Through The Pfa/Ccg.8.0 Risk Purchase Clauses Shall Not Be Applicable. 11 All The Conditions Of Nit Are Available On Ireps Web Site. No No Not Allowed 12 Mse Clause:- (A) (I) Mse Participating In The Tender As Stipulated At No No Allowed Para (B) Below , Will Be Exempted From Payment Off Earnest Money. (Optional) (Ii) In Tenders Participating Mses, As Para (B) Below Quoting As Price Within Price Band Of L-1 + 15% Shall Be Allow To Supply A Portion Of The Requirement By Bringing Down Their Price To L-1 Price In A Situation Where L-1 Price Is From Someone Other Than Mse And Such Mses Can Together Be Ordered Upto 25% Value Out Of The Net Procurement Quantity. (B) (I) Mses, Who Are Interested In Availing Themselves Of These Beneï¬Ts, Will Enclosed With Their OffEr A Copy Of Udyam Registration Certiï¬Cate Only. Mse Beneï¬Ts Will Not Be Admissible Based On Any Other Document. (Ii) Further, As Per Gazette Notiï¬Cation Dt.18.10.2022, Incase Of An Upward Change In Terms Of Investment In Plant And Machinery Or Equipment Or Turnover Or Both, And Consequent Re-Classiï¬Cation, An Enterprise Shall Continue To Avail Of All Non- Tax Beneï¬Ts Of The Category (Micro Or Small Or Medium) It Was In Before The Reclassification, For A Period Of Three Years From The Date Of Such Upward Change. All Mses Shall Be Eligible For Beneï¬Ts Of Public Procurement Policy Irrespective Of Product Category Under With Mses Are Registered. However, Traders/Authorized Dealers Will Not Be Eligible For Such Beneï¬Ts. (Iii)The 25% Quantity Shall Be Considered To Mse Including Quantity For Women Owned Mses & For Sc/St Owned Mses As Per Extant Rules And Only Be Considered If Valid Certiï¬Cate Issued By Nominated Agencies Is Uploaded Along With OffEr. If Documents Are Not Uploaded This Beneï¬T Will Not Be Given Totenderer. Only Oem/Manufacturers Will Be Given Beneï¬T Of Mse, Trader/Authorised Dealer Are Excluded From The Purview Of This Policy 13 Land Border Condition (A): Attention Of The Bidders Is Drawn To Yes Yes Allowed Special Conditions Regarding Restrictions On Procurement From A (Mandatory) Tenderer (Bidder) Of A Country, Which Shares A Land Border With India, Attached With This Tender.Bidders Should Note That Compliance To Land Border Condition (B) Of This Tender Schedule Is Mandatory. Bidders Are Required To Attach Evidence Of Valid Registration, If Applicable To Them. Non-Compliance Shall Result In Summary Rejection Of Their OffEr. Any False Declaration And Non- Compliance Of The Above Would Be A Ground For Immediate Termination Of The Contract And Further Legal Action In Accordance With The Laws. 14 Land Border Condition (B) : I Have Read And Understood Special Yes Yes Allowed Conditions Regarding Restrictions On Procurement From A (Mandatory) Tenderer(Bidder) Of A Country, Which Shares A Land Border With India, Attached With This Tender. I Certify That This Bidder Is Not From Such A Country Or, If From Such A Country, Has Been Registered, With The Competent Authority. I Hereby Certify That This Bidder Fulï¬Ls All Requirements In This Regard And Is Eligible To Be Considered. Where Applicable, Evidence Of Valid Registration By The Competent Authority Shall Be Attached. Page 5 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 Special Conditions S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 Special Instructions For Machinery & Plant (M&P) Items : As No No Not Allowed Per Clause 3900 Of Instructions To Tenderers And General Conditions Of Tender Indigenous Version 14 Of June 2024 Or Latest With All Corrigendums And Amendments, If Any, Issued Before The Tender Closing. 2 Delivery Terms: 1) Dispatch Of The Machine: The Supplier Should No No Not Allowed Normally Dispatch The Machine Only After The Foundation Is Ready For Installation And Commissioning Of The Machine On Arrival. General Arrangement, Foundation & Related Drawings Of Machine Will Be Sent By The Firm To The Consignee Before Supply Of Machine For Approval Of Approving Oï¬Ƒcer Of Consignee. 2) Mode Of Dispatch/Delivery: The Supplier Shall Be Responsible For Transportation, Unloading Of The Equipment On Receipt And Its Movement To The Site Of Installation Including Provision Of Road Mobile Crane, Forklift Etc. 3 Marking: Materials Are To Be Invariably Stamped With No No Not Allowed Manufacturers Name, Month & Year Of Manufacture As May Be Detailed In The Drawing/Speciï¬Cation Of The Material, So That Warranty Can Be Correctly Acted Upon. Technical-Compliances S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 1. The Cost Is Inclusive Of Design, Manufacture, Supply, Erection And No No Not Allowed Commissioning, Bidder May Quote Separately Along With Concomitant Accessories And List Of Tools For Each Machine For Successful Operation Of Machine. 2. Calibration Certiï¬Cate Shall Be Provided For Any Kind Of Gauging/Measuring Instrument Installed On Machine With Validity Of 12 Months From The Date Of Commissioning. 3. Before Starting Of Manufacturing Of Machine It Is Required To Submit General Arrangement Drawing For Approval. 4. Before Dispatch Of Machine The Supplier Has To Complete The Foundation Work ( In No Case Machine Will Be Accepted By Consignee If Foundation Is Not Completed) 5. The Machine Will Not Be Accepted At Consignees Premises Unless The Passed Quality/ Quantity Inspection Certificate Of Rites/Inspection Agency Is Produced. 2 Bidders Are Required To Submit Complete Details Including Values, No No Allowed Write-Up, Drawings, Sketch, Brochure Etc. As Per Requirement (Mandatory) Speciï¬Ed In Respective Clauses Mentioned Therein. In Case Of Incomplete / Sketchy Information, The Technical OffEr Being Incomplete Is Liable To Be Rejected. Tenderers Should Clearly Indicate Compliance Undertakings S.No. Description Confirmation Remarks Documents Required Allowed Uploading 1 1) Price Variation Clause:- Not Applicable. 2)I/We Agree To Supply The No No Not Allowed Tendered Stores At The Rates Quoted By Me/Us In Accordance With The Conditions Mentioned In This Tender & Its Documents And Conditions Available On Ireps. 3) I/We Also Conï¬Rm That Rates And Other ϬNancial Terms Quoted In Relevant Columns Of ϬNancial Bid Will Only Be Applicable For Acceptance. Such Terms Quoted Anywhere Else Shall Not Be Considered For Inter-Se Evaluation 6. Documents Attached With Tender S.No. Document Name Document Description 1 5041595.Pdf Itt & Gcc Version 14 June 2024 2 4674190.Pdf Land Border Condition 3 4674206.Pdf Land Border Condition Amendment 4 4911496.Pdf Delivery Schedule 5 5041600.Pdf Revised Irs Conditions Of Contract_Sept 2022 6 5041674.Pdf Bid Document Part Ii 7 5041680.Pdf Annexure-I(Qap) Page 6 Of 7 Run Date/Time: 24/09/2024 15:06:54Stores/Western Rly Tender Document Tender No 11245036 Closing Date/Time 18/11/2024 11:00 8 4674226.Pdf Tpi Condition The Tenderers In Their Bid Shall Indicate The Details Of Their Gst Jurisdictional Assessing Officers (Designation, Address & Email Id). In Case Of A Contract Award, A Copy Of Purchase Order Shall Be Immediately Forwarded By Purchaser To The Gst Jurisdictional Assessing Officer Mentioned In Tenderers Bid This Tender Complies With Public Procurement Policy (Make In India) Order 2017, Dated 15/06/2017, Issued By Department Of Industrial Promotion And Policy, Ministry Of Commerce, Circulated Vide Railway Board Letter No. 2015/Rs(G)/779/5 Dated 03/08/2017 And 27/12/2017 And Amendments/ Revisions Thereof. As A Tender Inviting Authority, The Undersigned Has Ensured That The Issue Of This Tender Does Not Violate Provisions Of Gfr Regarding Procurement Through Gem. Digitally Signed By Smm-M ( Ashok Kumar Meena ) , Concomitant Accessories For Dynamic Wheel Balancing Machine As Per Bid Docum Ent Part Ii Attached Below [ Warranty Period: 30 Months After The Date Of Delivery ] ]
Contract Date: Apr 28, 2026 Contract Value : 50.20 Lakh
Government Departments No of Bidders 1
Maharashtra View Result →
15.
Chemicals and Fertilizers #10844866 Price Bid
Tender For Miscellaneous Civil Works In Factory Area; 1 Earth work in excavation in foundations, trenches, pits, areas including dressing of sides and ramming of bottom wherever, required, lift upto 1.5 M, getting out excavated earth, disposal of surplus excavated earth upto a lead of 10 M: 2 a) Soft/loose/hard/dense soil 3 b) Ordinary rock /Hard rock without blasting 4 Surface dressing of the ground including removinginequalities not exceeding 15 cm deep and disposal ofrubbish anywhere within plant area in soft/loose soil. 5 Filling available material vis. earth/sand/moorum/farm yardmanure/stone aggregate etc., and spreading, levelling thesame, watering and consolidation wherever required in pits, trenches, sides of foundations, flower beds/lawns, planted areas etc. as per directions of Engineer-in-Charge 6 Transportation of surplus earth, material, store items,garbage, plant construction debries, plants, saplings etc.,anywhere in factory area including loading, unloading towork site, dump yard as per the directions of Engineer-in-Charge,excluding spreading and levelling thedisposed off materials: 7 a) By truck / tractor trolley / hand cart on the basis ofmeasured work 8 By engaging tractor trolley of size 2.95 x 1.75 x 0.53 mtr including driver and 4 (four) number of labourwith tools and fuel for transportation of materials onthe basis of per day ( 8 hrs.) working 9 Supplying and stacking at site of following materials :Coarse sand,Fine sand,Moorum,Stone aggregate of approved quality 10 Providing and laying cement concrete in foundation,footing, sub bases of pavements, floors, beds excludingcost of centring and shuttering complete : 11 1:4:8 (1 cement:4 coarse sand: 8 graded stone aggregate40 mm nominal size) 12 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 13 Making plain cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20/12.5 mm size)parapet/banni upto 50 x 50 mm including centering andshuttering complete 14 Providing and laying reinforced cement concrete workexcluding centering, shuttering and reinforcement in a) Foundations, footings, rafts, columns, pedestals,plinth beams, manhole chambers,flooring,pavements etc. 15 i) 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20/12.5 mm size) 16 ii) 1:1.5:3 (1 cement : 1.5 coarse sand ; 3 gradedstone aggregate 20/12.5 mm size) 17 Providing and laying cement concrete in foundation,footing, sub bases of pavements, floors, beds excludingcost of centring and shuttering complete : 18 i) 1:2:4 (1 cement:2 coarse sand: 4 graded stoneaggregate 20/12.5 mm size) 19 ii) 1:1.5:3 (1 cement : 1.5 coarse sand ; 3 gradedstone aggregate 20/12.5 mm size) 20 Cutting , bending, hoisting and fixing in positionreinforcement for RCC work at all heights and depths(mild/ tor steel). 21 Providing, fixing and removing centring and shutteringincluding strutting, proping etc. complete:a) In foundations, footings, bases of columns, rafts, pavements etc. 22 Providing, fixing and removing centring and shutteringincluding strutting, proping etc. complete b) In super structure i.e. in columns, beams, cantilivers,shelves, slabs, landing, vertical/horizontal fins etc. 23 c) Making pockets upto 200x200x200 mm in RCC/PCC 24 d) -do- in Brick/stone work 25 Brick work with local bricks of class designation 50 infoundations and plinth in 1:6 mortar (1 cement: 6 coarse sand). 26 Brick work with local bricks of class designation of 50 insuper structure in 1:6 mortar (1 cement : 6 coarse sand). 27 Half brick masonary with local bricks of designation 50 infoundation and plinth in 1:4 mortar (1 cement : 4 coarse sand). 28 Randum Rubble Masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:1220/12.5 mm size) at plinth level in cement mortar 1:6 ( 1 cement : 6 coarse sand).(1 cement : 6 coarse sand : 12 graded stone aggregare 29 15 mm thick cement plaster 1:6 ( 1 cement : 6 fine sand). 30 12 mm thick cement plaster 1:6 (1 cement : 6 fine sand). 31 12 mm thick cement plaster 1:3 (1 cement : 3 fine sand)finished with a floating coat of neat cement. 32 6 mm thick cement plaster 1:3 ( 1 cement : 3 fine sand). 33 Repair of plaster in patches of area 2.5 sq.m. and underincluding cutting the patch in proper shape preparing andplastering the surfaces complete including disposal ofrubbish to dumping yard with cement mortar 1:4 (1 cement :4 fine sand). 34 Providing and laying white glazed/Vetrifiedtiles of min. thickness 5 mm on skirting, sides of steps, dados on 12 mm thick cement laster 1:3 (1 cement : 3 fine sand) and jointed with white cement slurry. 35 Providing and laying 25 mm thick kota stone in floor or inskirting over 20 mm thick cemenr sand morter (1 cement :4 coarse sand) including grinding polishing etc complete. 36 Only fixing of single layer monolithic cement concreteblocks in true line and level on ground level,as perdirections of Engineer-in-Charge. Pavement bocks shall besupplied by NFL free of cost at its stores. 37 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position: a) Second class Teak wood 38 b) Sal wood/or equivalent as approved by Engineer-in-Charge 39 Providing and fixing flush door shutters, decorative type, core of block board construction with frame of 1st class hard wood and well matched 1st class teak 3 mm ply veneering with vertical grains or cross bands and face veneers on bothface of shutters : 40 a) 35mm thick including anodised MS butt hinges withnecessary screws. 41 Providing and fixing glazed/wire gauge shutters for doors,windows,clerestory windows using 7.5 kg/sq.m. ( 3 mmthick) glasspanes/wire gauge including black enamelledM.S. butt hinges withnecessary screws: a) Second class teak wood 35 mm thick 42 Providing and fixing 12 mm thick, 150 mm wide pelmet of 19mm block board and 12mm thick commercial ply on top with20mm dia. M.S. conduit pipe, curtain rod including fixingwith 25x3 mm M.S. flat 10 cm long and plugs etc. complete. 43 Providing and fixing M.S. conduit curtain rods 20 mm dia. 44 Providing and fixing/replacing M.S. fittings of doorswindows with necessary screws (bright finished or blackenamelled) : 45 a) M.S. sliding door bolt 16 mm dia. x 300 mm long 46 b) M.S. tower bolt barrel type 150 x 10 mm 47 c) M.S. handle 100 mm /Hasp and staple 100 mm 48 d) M.S. casement stay 300 mm 49 e) M.S. window fastener 100 mm 50 f) M.S. butt hinges 100 mm x 58 x1.90 mm 51 Providing and fixing/replacing M.S. fittings of doorswindows with necessary screws (bright finished or blackenamelled) : 52 a) Sliding door bolt 16 mm dia. 300 mm long 53 b) Tower bolt 150 x 10 mm 54 c) Handle 100 mm/Hasp and staple 100 mm 55 Renewing old putty of glass panes (length) 56 Providing and fixing plywood plain lining with necessaryscrews/nails (no deductions for opening upto 0.25 Sq.M. shall be made) complete with : 57 a) Teak ply of approved brand (4 mm thick) 58 b) Commercial ply of approved brand (6 mm thick) 59 c) Commercial ply of approved brand : i) 12 mm thick water proof ply 60 Providing and fixing/replacing bright finished brass 100 mmmortice latch and lock with 6 levers and a pair of leverhandles with necessary screws etc. complete (best make of approved quality). 61 Providing and fixing/replacing aluminium hanging floor doorstopper anodised transparent or dyed to required colour &shade with necessary screws etc. complete. 62 a ) Providing and fixing/replacing bright finished hydraulic door closer (best make of approved quality) with necessaryaccessories & screws etc. complete : Right/Left/Universal type 63 Providing and fixing/replacing wooden cleats of size 100 x 75 x 50 mm to doors and windows with approved fittingsincluding removal of old cleats where necessary includingpainting, polishing or bees waxing to match the existing shade: Ist class kail wood cleats with iron hinges and screws. 64 Proving and fixing/replacing heat resistant sun control filmone side silvered and the other side transparent for fixing on window panes as per site requirement at all heights,including cleaning of surfaces complete. Imperfections like bubbling, crip, joints etc. in film fixed in one pane shall not be allowed as per directions of Engineer-in-Charge. Before start of worka sample shall be got approved. The film shall be of non-reflective range of GARWARE or equivalent quality. 65 Providing and fixing sunmica of approved quality with proper adhesive (fevicol etc.) including making surface wherever required. 66 Providing and fixing 19 mm thick block board non decorativetype with core of 1st class hard wood and well matchedcommercial ply veneering with vertical grains or cross bands and face veneers on both faces. 67 Providing and fixing galvenised MS wire gauge of averagewidth of aperture 1.18 mm with wire of dia. 0.56 mm indoors,windows or at any other place including necessarynails, screws etc. complete. 68 Supplying and applying antitermite solution on the existingwood work i.e. door frames,wall panelling,door shuterrs etc. 69 Providing and fixing Asbestos cement 6 mm thick sheetroofing at any height and fixing with GI - J or L hooks, boltsand nuts 6/8 mm dia., G.I. plain & bitumen washers complete excluding the cost of purlins, rafters and trusses, at any pitch. 70 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 71 Dismantling of A.C./GI sheet roofing at any height includingremoval of ridges,hips,valleys and gutters etc., and stacking the material within 50 metres lead and disposal ofunserviceable material in dump yard within plant area. 72 Rectification of AC/GI sheet roofing at any height by replacing damaged bitumen/GI washers and tightening the existing bolts, nuts & sealing all the holes with tarplastic compound to give full water proofing to the roof including all labour, tools tackles etc.and fixing of scaffolding wherever required at all heights (Allther materials required for the work shall be given free by NFL). 73 Fixing of AC sheets 6 mm thick/translucent sheets/GI Sheet in roofing/wall cladding at any height by providing and fixingG.I. - J or L hooks and nuts 6/8 mm dia. including plain andbitumen washers complete (only A.C. sheets/transluscentsheet/GI sheets will be supplied by NFL free of cost). 74 Supplying and applying Tarplastic Water proof putty ofapproved brand and manufacture, wherever required as per directions of Engineer-in-Charge. 75 Providing non asbestos high impact Polypropylene reinforced cement 6 mm thick corrugated sheets roofing upto any pitch and fixing with polymer coated J or L hooks bolts and nuts 6/8 mm dia. G.I. plain and Bitumen washers or with self drilling fasteners and EPDM washers etc. complete including cutting to size and shape wherever required. 76 Providing and fixing on wall face unplastcized Rigid PVCpipes conforming to IS 13592 Type A including jointingwith seal ring leaving 10 mm gap for thermal expansionSingle socketed pipes. (i) 75 mm diameter 77 (ii) 110 mm diameter 78 Providing and fixing on wall face unplastcized PVC mouldedFittings/acessories for unplastisized PVC rain water pipesconforming to 13592 Type A including jointing with seal ringleaving 10 mm gap for thermal expansion :-Coupler /Bend/Shoe i)75 - 110 mm 79 Providing and fixing/replacing white vitreous china watercloset squatting pan (Indian type) Orissa pattern W.C. pansize 580x440 mm. 80 Providing and fixing/replacing white vitreous china pedestaltype (European type/wash down type) water closet pan. 81 Providing and fixing/replacing 7.5 ltrs. low level P.V.C.flushing cistern with fittings complete. 82 Proving and fixing/replacing white vitreous china wash basin including making all connections but excluding the cost of fittings : flat back wash basin of size 630 x 450 mm. 83 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. 84 Providing and fixing/ replacing C.P. brass waste for sinkor wash basin : a) 32 mm-40 mm dia 85 Providing and fixing/replacing 32 mm dia G.I. flush pipecomplete including cutting and making good the walls andfloors wherever required. 86 Providing and fixing/replacing 600 x 450 mm bevelled edgemirror of superior glass (of approved quality) completewith 6 mm thick asbestos cement sheet ground fixed towooden cleats with screws and washers. 87 Providing and fixing G.I. pipes complete with G.I. fittingsincluding trenching and refilling dismantling of wall and making good the same wherever required (internal/external work): 88 a) 15 mm nominal bore 89 b) 20 mm nominal bore 90 c) 25 mm nominal bore 91 d) 40 mm nominal bore 92 Dismantling G.I. pipes (external/internal work) includingexcavation and refilling trenches after taking out thepipes, including stacking of pipes within 50 mtrs. lead: a) 15 to 40 mm & Above nominal bore 93 Only laying G.I. pipe complete with G.I. fittings ( only pipe shall be supplied at NFL stores free of cost) : a) 15 mm to 25 mm 94 do-d) 40 mm to 150 mm 95 Providing and fixing brass ferrule C.I. mouth coverincluding boring and tapping the main: 20 mm nominal bore. 96 Providing and fixing/replacing plastic seat with lid forpedestal type W.C. pan with C.P. brass hinges, rubberbuffers etc., complete: a) Black/White plastic seat with lid 97 Providing and fixing/replacing unplasticised PVC connectionpipe with unions : 15 x 300 mm 98 Providing & fixing/replacing internal fittings complete set for : a) Low level flushing cistern including handle 99 Providing and fixing/replacing plastic floats for desertcooler / high level flushing cisterns , O.H.Tanks: a) For 15/20 mm 100 Providing and fixing/replacing G.I. fittings to G.I. pipe line i.e.Socket, elbow, Tee, plug, union, nipple etc. includingnecessary excavation-refilling/dismantling wall and makinggood the same wherever required : a) 15 -25 mm 101 do- -b) 40- 50mm 102 Providing and fixing/replacing brass stop cock/ Bib cock of approved quality : a) 15 mm - 20 mmnominal bore 103 Providing and fixing/replacing C.I. push cock/lift cock/bibcock of approved quality : 15 mm nominal bore. 104 Providing and fixing/replacing ball valve (brass) ofapproved quality complete : a) 15 mm to 20 mm nominal bore 105 Providing and fixing/replacing C.P. pillar cock/bib cockof approved quality / make : a) 15 mm 106 do -b) 15 mm swan neck pillar cock for laboratory sink 107 Providing and fixing/replacing brass full way valve withC.I. wheel of approved quality (screwed end) : a) 15 mm- 25 mm 108 - Do-b) 40 mm - 50 mm 109 -Do ---c) 80 mm 110 Erection of safety showers including making all connections and commissioning the same(safety showers & fittings shall be supplied free of charge by NFL). 111 Providing and fixing 100 mm CP mild steel sheet grating forgully, floor and Nahani trap. 112 Repair/maintenance of water supply and sanitaryfittings/fixtures including providing and fixing washers, jumper valves etc. wherever required for keeping the same in smooth operation without any leakage : a) High level/low level flashing cisterns of W.C./Urinalsb) Bib cock/stop cock/Pillar cock/Push cock/Lift cock and Ball Cock etc. of any size. c) Ball valve/Full way wheel valve any size ( d) Safety Showers 113 Providing and fixing PTMT (An Engineering thermoplastic)urinal spreader of approved quality, colour and make(prefereably PRAYAG INDIA SYMET) 15mm with size95x60x100mm with 15mm BSP threads and shape as perBIS specifications and approx. weight of 60 gms. 114 Providing and fixing/replacing internal PVC fitting for low level flushing cistern including side inlet valve lever type, out flow valve, front lifting arrangement and acessories for LLC adaptor & overflow pipe plus ball ISI mark- Superflow make : a) Single/Double syphonic system. 115 Providing and fixing/replacing white vitreious chinal flat back or wall corner type lipped front urinal basin of430x260x350mm and 340x410x256 mm size respectivelywith automatic flushing cistern with CI /MS brackets standard flush pipe and CP brass spreader with brass unions and GI clamps complete including painting of fittings and brackets, cutting and making good the walls and floors whereverrequired. a) 1 Urinal basin with 5 Ltr. PVC automatic flushing cistern. 116 DO----b) Range of two urinals basin with 7.5 Ltr. PVC automaticflushing cistern. 117 Providing and fixing stainless steel sink without drainageboard of approved quality and standard size includingCP waste, fixing the same on brackets etc. complete :size - 460 x 915 mm, bowl depth 178 mm. 118 Providing and fixing stainless steel sink with drainage boardof approved quality and standard size including CP waste, bowl depth 178 mm.fixing the same on brackets etc. complete : size 460 x 915 mm 119 Demolishing plain cement concrete work includingdisposal of material within 50 mtrs. lead. 120 Demolishing RCC work including stacking of steel bars anddisposal of unserviceable material within 50 mtrs. lead. 121 Demolishing brick work including stacking of serviceablematerial and disposal of unserviceable material within 50mtrs. lead in cement mortar. 122 Demolishing stone rubble masanory including stacking ofserviceable material and disposal of unserviceable materialwithin 50 mtrs. lead in cement mortar. 123 Dismantling old plaster or skirting, raking out joints andcleaning the surface for new plaster including disposal ofrubbish to the dumping ground within 50 mtrs. lead. 124 Renewing glass panes, with putty and nails or woodenfillets wherever necessary : a) Upto 3 mm- 4 mm 125 DO--d) Wired glass 5.5 mm 126 Repair/rectification/adjusting and maintenance of existingdoors, windows, ventilators and their fittings includingproviding and fixing necessary screws/nails etc. for smooth functioning of these fittings : a) Doors including locking bolts/tower bolt/handles/hinges b) Windows including locking bolts/tower bolt/handles/hinges c) Pelmets / curtain rods d) Hydraulic door closer including Oiling & Greasing 127 DO-- e) Fixing/removing and re-erecting name plates/displayboards/ Notice boards on walls/door shutters 128 f) Mortise lock repair/providing & fixing handles 129 Cleaning of water tanks including removal of sludge, algaeetc. ,washing, dis-infecting and again washing includingremoval & re-fixing of covers of overhead tank complete. 130 Inspection and making small repairs/rectifications offoundations, bolts of pumps, heavy equipments, floors etc.against vibration and other related minor maint. works ofwalls, floors, drains, outlet/inlet pipes, manholes, struc-tures, pedestals, tank foundations etc., and small seepagesrepair in toilet, roof and railing repairs, any othermasonary related job. 131 Removal of chockage of following sanitary installations forsmooth functioning: a) Floor trap/gully trap, water closet(European/Indian) wash basins, rain water pipes etc. 132 DO --b) Sewer lines from Manhole to Manhole 133 Cleaning of storm water drains in plant areas (with sizemeasured at bottom of drain) including uprooting of rankvegetation, removal of small debries etc., and disposal ofthe same in dump yard/anywhere within plant area : 134 a) Small drain upto 0.5 Mtr. Width 135 b) Drain upto 1 Mtr. Width 136 c) Drain more than 1 Mtr. width including final outletsupto boundary wall irrespective of the width of the drain 137 Sweeping of roof tops, against chocking of drain out pipes,roads, road junctions/turnings against slippage and otherfloor areas including collection of loose materials anddumping the same in dump yard within plant area. 138 Erecting/fixing in true line/level and plumb doors, windows,ventilators of steel or wood including chokhats upto 2.5 Sq. M. area including cartage of doors, windows, ventilators from stores to site of erection within NFL Estate. 139 Providing miscellaneous services of manpower for doingunmeasurable / unskilled day to day jobs of cleaning,helping and making arrangements for other misc. unforeseen jobs with all tools and tackles : per day for 8 hrs. working :Note:-In case the quoted rates for the below 02(two) items i.e. 141,142found less than that of below mentioned rates,party’s bid shall be rejected. 140 a) Carpenter/Plumber with one helper(Minimum rate to be quoted by bidder is Rs. 1516 else bid will be rejected) 141 c) Un-skilled labour(Minimum rate to be quoted by bidder is Rs. 700 else bid will be rejected) 142 Providing and laying marble stone flooring with 20 mm thickmarble stone over 20 mm average thick base and jointed with cement slurry including providing and mixing pigmentsincluding rubbing and granite polishing complete in cementmortar 1:4 ( 1 cement : 4 coarse sand) ; a) Bundi grey marble / Adanga Pink marble. 143 Providing and fixing mat finish good quality ceramic tilesof any size,pattern and colour of minimum thickness 8 mm on vertical/horizontal surfaces on a bed of 12 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with grouting / pointing in white cement mixed with pigment to match the colour of the tile. 144 Providing and fixing square mouth SW gully trap grade Acomplete with CI grating, brick masonry chamber withbricks of class designation 50 and water tight CI cover with frame of 300x300 mm size (inside), the weight of cover should not be less than 4.5 Kg. and frame should not be less than 2.7 Kg. as per standard design, 100x100mm P Type. 145 Providing and fixing Fire Retardant Transluscent sheets inany shade (fixing to match with asbestos cement corrugated sheets) of approved make, made of polyster fibre-glass reinforced 1.2mm thick fixed in roofing and or wall cladding with necessary fixtures e.g. galvanised bolts,nuts, hooks etc. all complete as directed by Engineer incharge (wt. of sheet shall not be 6 ounce per sq.ft.). 146 Cleaning of road berms, islands. divider strips or anyother area and fine dressing the surface including cuttingof grass/wild growth with spade/scratching the areaincluding collection of fallen leaves/branches oftrees/bushes and any other foreign material, and removingof cut grass / loose materials from site of work to dumpingyard anywhere in NFL estate in connection with VIP visit. 147 Supplying and fixing of 40 mm thick rough chisel dressed Red Sand Stone flooring over 20 mm thick base with cement mortar 1 : 5 (1 Cement : 5 Coarse Sand) or Providing and fixing Red Stone Slabs on Top of drains as drain covers by joining the slabs with top of the drain wall with cement mortar 1 : 5 (1 Cement : 5 Coarse Sand) complete. ( Pointing of the joints of Red Sand Stone if required shall be paid separately ). 148 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to matchthe shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).i. Light shade pigment using white cement 149 Cutting of Holes (CORE CUTTING) through Vibration less Core cutting method from the RCC roof slab /floor slab /walls of thickness upto 300 mm core diameter up to 200mm as per Directions of Engineer in Charge.All necessary cutting tools shall be under the scope of contractor. 150 Engaging Back Hoe Loader 3D excavator (JCB,CAT etc.)including driver,necessary tools,including fuel charges onthe basis of per day ( 8 hrs.) workingfor miscellaneous works i.e. excavation,dressing,dismanteling, lifting etc.as per directions of Engineer-In-Charge. 151 EngagingAir compressor/concrete breaker(Tractor/JCB Mounted) 250 cfm including driver, necessarytools,including fuel charges onthe basis of per day ( 8 hrs.)with two leads for pneumatic cutters / hammers for miscellaneous demolishing/dismantling jobs as per directions of Engineer-In-Charge.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Madhya Pradesh View Result →
16.
Drinking Water Supply and Sanitation #10713558 Price Bid
Different Works Related To Water Supply Scheme At Duna & Its Adjoining Mouzas Water Supply Scheme Within Mayureswar-Ii Block Including Supply Of All Labour & Materials Underbirbhum Division, Phe Dte. ( Sl. No.11 ) - Sinking Of Tubewell- 3 Nos. ( Annexure I ) Site Preparation, Temporary Latrine, Placement & Levelling Of Rig Machine, Mast Hoisting And Casing Drilling ( Upto 6 Mtr. ) Placement Of Casing With All Allied Works Necessary To Commence Drilling Woks And Wind Up Of All Machineries After Completion Of Drilling. 2 Drilling By Direct Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Ratefor Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Ratefor Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Ratefor Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate. From 6 Mtr. To 60 Mtr. 3 From 60 Mtr. To 90 Mtr. 4 From 90 Mtr. To 120 Mtr. 5 From 120 Mtr. To 150 Mtr. 6 From 150 Mtr. To 180 Mtr. 7 Lowering The Tube Well Assembly ( Upvc Casing Pipe , Well Pipe, Strainer Along With Upvc Accessories ) Vertically In A Position With Proper Lowering Arrangement By Applying Necessary Jointing Compound Including Labour Cost For Subsequent Gravel Packing And Machine Operation Cost Etc. 8 Cost Of Consumables For Drilling Rigs And Machineries. 9 Development ( Min. 8 Hr. Continuous ) Of Tube Well By Using Suitable Air Compressor ( Min. Capacity: 600Cfm & Operating Pressure 14 Bar ) Followed By Yield Testing With Bht Pump ( Head :45 To 50Mtr., Discharge :1100 To 1000 Lpm And 25 Bhp Engine ) All Complete Includingto & Fro Transportation Cost And Cost Of Fuels, Lubricants & Labour Etc. 10 Water Sample Collection And Chemical Test Including Arsenic Test. 11 Transportation Cost Of Drilling Equipmentand Accessories Rig Machine Etc. Including Cost Of Fuel, Lubricant & Loading Unloadingthe Materials From Store / Stack Yard / Suppliers Godown And Unloading / Stacking The Same At Site. ( Upto 60.0 Km Distance ) 12 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 250 Mm Dia. ) 13 Supply And Delivery Of Upvc Pipe ( Cd ) Conforming To Is 12818:2010. ( Cipet Certified ) . ( 150 Mm Dia. ) 14 Supply And Delivery Of Upvcdeep Well Screen ( Rds ) Pipes With Ribs Conforming To Is 12818:2010 . ( Cipet Certified ) 150 Mm Dia. 15 Supply And Delivery Ofupvcreducer 250Mm X 150Mm Dia. 16 Supply And Delivery At Site Of Upvc End Cap. ( 250 Mm Dia. ) 17 Supply And Delivery At Site Of Upvc End Cap. ( 150 Mm Dia. ) 18 Supply And Delivery Of M.S. Housing Clamp 250 Mm Dia. 19 Supply And Delivery Of M.S .Centre Guide ( Special Type ) . 20 Supply And Delivery Of Washed Gravels Size Ranging From 1.80 Mm To 4.74 Mm. Conforming To Is 4097 : 1967. 21 Supply And Delivery Of Bentonite Powder Conforming To Is 6186 : 1986. 22 Electro-Logging Charge. 23 Trial Boring Of Tube-Welldrilling By Reverse Rotary Method Of Drilling Using9 7 / 8” Dia.Bit For Pilot Bore Follwed By Subsequently Reaming Using 12 1 / 4” Dia. , 15 Dia. And 17.5 Dia. Rock Roller Bits / Drag Bits In Consolidated, Semi Consolidated And Soft Formation Up To Required Depth Including Casing Boring And Casing Lowering As Required Includingcost Of Fuels And Lubricants Etc. As Required For Drilling.Note:1 ) Rate Only For Pilot Drilling Will Be @ 50%. Of Item Rate.2 ) Rate For Reaming By 12 1 / 4 Dia. Bit Will Be @ 14% Of Item Rate.3 ) Rate For Reaming By 15 Dia. Bit Will Be @ 16% Of Item Rate.4 ) Rate For Reaming By 17.5 Dia. Bit Will Be @ 20% Of Item Rate.From G.L. To 60 Mtr. 24 From 60 Mtr. To 90 Mtr. 25 From 90 Mtr. To 120 Mtr. 26 From 120 Mtr. To 150 Mtr. 27 From 150 Mtr. To 180 Mtr. 28 Cleaning Compound Premises Of Shrubs, Plants, Jungled Etc. As Per Direction Of E.I.C. 29 Soil Test For Ohr- 1 No. ( Annexure Ii ) Mobilisation Charges Of All Tools & Plants Along With Accessories, Material, Labour, Supervision Etc. At Site Of Work Required In Connection With Boring And Testing Work, Including Setting Up Boring Rigs And Shifting To Different Bore-Hole Points Etc. And Also Including Withdrawal Of Same From The Site After Completion Of Work, Complete As Per Direction Of Engineer-In-Charge. 30 Labour For Making Bore-Holes Of 150Mm To 250Mm Dia. By Any Standard Method To Any Depth Below Ground Level / Bed Level In All Kinds Of Soil Like Clay, Silt, Sand, Stiff Clay, Mixed Soils Etc. Except Rocks ( For The Purpose Of Collecting Disturbed & Un Disturbed Soil Samples, Conducting Standard Penetration Test At Suitable Intervals Etc. ) Including Preparation And Submission Of Bore-Log As Per Irc : 75 And 78 And Clause 2400 Of Specifications For Road & Bridge Works ( 5Th Revision ) , Published By Irc, And Also Including Hire Charges Of Tools And Plants Complete As Per The Direction Of Engineer-In-Charge.A ) When Casing Pipe Is Used To Prevent Collapse Of Bore Hole ( Casing Pipe To Be Finally Withdrawn ) I ) Depth 0 M To 10 M ( For 3 Nos Bore ) 31 Ii ) Depth Greater Than 10 M & Upto 20 M 32 Iii ) Depth Greater Than 20 M & Upto 30 M 33 Field Investigation :I ) Collection Of Undisturbed Soil Sample From The Bore Hole To Be Made By The Concerned Division / Party At Their Cost.A ) 0.00 - 10.0 M 34 B ) 10.00 - 20.0 M 35 C ) 20.00 - 30.0 M 36 Ii ) Collection Of Samples From The Bore Hole ( A ) Disturbed 37 Iii ) Standard Penetration Tests ( S.P.T. ) By Split Spoon Sampler In The Bore Hole As Per Is : 2131.A ) 0.00 - 10.0 M 38 B ) 10.00 - 20.0 M 39 C ) 20.00 - 30.0 M 40 Laboratory Investigation :I ) Liquid Limit As Per Is 2720 ( Part – V ) . 41 Ii ) Plastic Limit As Per Is 2720 ( Part – V ) 42 Iii ) Grain Size Analysis By Sieving As Per Is 2720 ( Part – Iv ) . 43 Iv ) Grain Size Analysis By Hydrometer Method As Per Is 2720 ( Part – Iv ) . 44 V ) Determination Of Water Content As Per Is 2720 ( Part – Ii ) . 45 Vi ) Determination Of Specific Gravity As Per Is 2720 ( Part – Iii ) . 46 Vii ) Direct Shear Test As Per Is 2720 ( Part – Xiii ) . 47 Viii ) Determination Of Unconfined Compressive Strength As Per Is 2720 ( Part-X ) ( I ) Undisturbed 48 Ix ) Determination Of Consolidation Properties As Per Is 2720 ( Part – Xiv ) . 49 X ) Tri-Axial Shear Test :A ) Determination Of Shear Strength Parameters Of A Specimen Tested Inunconsolidated Undrained Tri-Axial Compression Without Measurement Ofpore Water Pressure As Per Is 2720 ( Part –Xi ) . 50 Carriage Of All Disturbed & Undisturbed Samples From Site Of Work To The Divisional Office Or Elsewhere Including Loading And Unloading As Per Direction Of Engineer-In-Charge. Detailed Investigation. 51 Preparation And Submission Of Report In 6 ( Six ) Copies, Giving All Relevant Information Data Like Site Plan, Bore Log And Water Table, Test Results, Calculations, Discussions, Suggestions And Recommendations In Respect Of Suitable Foundation Etc. Including Determination Of Silt Factor Calculation Of Waterways And Complete Design Of Foundation Including Analysis Of Bearing Capacities And Settlements In Bound And Presentable Form Complete As Per Direction Of Engineer-In-Charge.Detailed Investigation. 52 Construction Of 300 Cum Ohr- 1 No. ( Annexure Iii ) Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete. A ) Depth Of Excavation Not Exceeding 1500 Mm 53 B ) Depth Of Excavation For Additional Depth Beyond 1500Mm And Upto 3000Mm. ( But Not Requiring Shoring ) . 54 Bailing Out Water From Foundation Trench. This Item Should Be Executed On The Specific Direction Of The Engineer-In-Charges When He Is Satisfied In His Absolute Discretion, That This Has Not Been Necessitated Due To Any Fault On The Part Of The Contractor ) 55 Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling, Framing, Eucalyptus / Jhau Balla Pilling, Strutting Etc ) Complete As Per Directionof The Engineer-In-Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured. ) ( This Item Should Be Executed On Specific Direction Of The Engineer-In-Charge ) .A ) Depth Upto 1.5M. 56 B ) For Additional Depth Beyond 1.5M And Upto 3.00M. 57 Earth Filling In Foundation Trenches Or Plinth With Good Earth In Lyres Not Exceeding 150Mm Including Watering & Ramming Etc Layer By Layer Complete.A ) With Earth Obtained From Excavation Of Foundation. 58 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm As Directed And Consolidating The Same By Thorough Saturation With Water, Ramming Complete Including The Cost Of Supply Of Sand. ( Payment To Be Made On Measurement Of Finished Quantity ) Do - By Fine Sand 59 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming And Dressing Bed To Proper Level, And Filling Joints With Powered Earth Or Local Sand. 60 Cement Concrete With Graded Stone Chips ( 20Mm Size ) Excluding Shuttering, In Ground Floor ) Considering 30 Km Distance From Suri Rly. Yard.A ) 1:2:4 Proportion. ( In Foundation And Under Tank At Finished Gl, Plinth Protection Etc. ) 61 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) .Considering 60 Km Distance From Suri Rly. Yardm- 25 Grade ( With Pakur Variety. ) A ) For Works In Foundation, Basement And Upto Roof Of Ground Floor / Upto 4M. 62 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 63 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 64 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 65 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 66 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 67 Controlled Cement Concrete With Well Graded Stone Chips ( 20Mm Nominal Size ) Excluding Shuttering & Reinforcement With Complete Design Of Concrete As Per I.S.456 And Relevant Special Publications, Submission Of Jobs Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Eic. Consumption Of Cement Concrete Will Not Be Less Than 300Kg Of Cement With Super Plasticizer Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula. ( Using Concrete Mixture ) . Considering 60 Km Distance From Suri Rly. Yardm- 30 Grade ( With Pakur Variety. ) A ) Heal Beam And Above ( Cell Wall, Floor, Top & Bottom Ring Beam, Heal Beam ) A ) 6Th Floor 68 B ) 7Th Floor 69 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness And Required Bracing For Concrete Slabs, Beams, Column Lintel Curved Or Straight Including Fitting, Fixing And Striking Out After Completion Of Woks ( Upto Roof Of Ground Floor ) .Steel Shuttering Or 9 To 12Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work.C ) For Foundation Upto G.L. 70 Hire And Labour Charges For Shuttering For Concrete Work In Overhead R.C. Reservoir On Separate R.C. Frame Including Fitting, Fixing And Striking Off After Completion Of Work Including Staging Upto 4M Using Ply Board Or Steel Shuttering. ( Not Applicable For Resting On Roof Top ) .A ) G.L. To Top Lantern Of Ohr. 71 Hire And Labour Charges For Staging Beyond 4M With Necessary Cross Bracing And Fixtures And Removing The Same After Completion Of The Work All Complete As Per Direction Of The E.I.C. [ Mode Of Measurement :Area Of Unsupported Horizontal Projection ( Where Staging Beyond 4M Is Practically Un-Avoidable ) X Mean Height Of Staging ] Above Initial 4M. ( Dia 10.50 M. Mean Height 16M. ) 72 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction. I ) Tor Steel / Mild Steeli. Sail / Tata / Rinl A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . 73 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 74 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 75 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 76 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 77 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Top Of Heal Beam 78 G ) 6Th Floor I.E. From Top Of Heal Beam To Top Ofshell Wall 79 H ) 7Th Floori.E. From Top Of Shell Wall To Rest 80 Applying 2 ( Two ) Coats Of Bonding Agent With Synthetic Multi Funtional Rubber Emulsion Having Adhesive And Water Proofing Properties By Making With Water In Proportion ( 1 Bonding Agent : 4 Water : 6 Cement ) As Per ManufacturerS Specification. 81 Extra Rate For Using Water Proofing And Plastering Admixture @ 0.2%By Weight Of Cement ( Or At ManufacturerS Specified Rate For Concrete Of Various Grades ) . 82 Supplying, Fitting, Fixing Fly / Mosquito Proof Nylon Net On Any Type Of Window, Doorshutter Frame With Necessary Fixing Arrangements Complete. 83 Supplying Fitting And Fixing Door Made With Irc Febric Mesh Of 75Mm X50mmx4.5Mmx2.7Mm On 50Mm X 50Mm X 6Mm Angle Iron Frames All Round And One 37.5Mm X 6Mm M.S. Flat Bar Over The Netting All Round Welded To Angle Iron Frame And Providing Locking Arrangements If Necessary And With Two Coats Of Synthetic Enamel Paint ( Other Than Hi-Gloss ) Fitted And Fixed With Clamps Or Haskal Doomney Etc. Complete At The Lantern Of R.C.C. Over Head Reservoir. 84 Artificial Stone In Floor, Dado, Staircase Etc. With Cement Concrete ( 1:2:4 ) With Stone Chips, Laid In Panels As Directed With Topping Made With Ordinary Or White Cement ( As Necessary ) And Marble Dust In Proportion ( 1:2 ) Including Smooth Finishing And Rouding Off Corners And Including Raking Out Joints Or Roughening Of Concrete Surface Andapplication Of Cement Slurry Before Flooring Works, Using Cement @ 1.75 Kg / Sq.M. All Complete Including All Materials And Labour.In Ground Floor 3 Mm Thick Topping ( High ) Polishing, Grinding On This Item Is Not Permitted With Ordinary Cement ) .25 Mm Thick.A ) In G.F For Plinth Protection And Under Tank Floor 85 B ) 6Th Floor 86 C ) 7Th Floor 87 M.S. Structural Works In Columns, Beams Etc. With Simple Rolled Structural Members ( E.G. Joists, Angle, Channel Sections Conforming To Is: 226, Is: 808 & Sp ( 6 ) - 1964 Connected To One Another With Bracket, Gussets, Cleats As Per Design, Direction Of Engineer-In Charge Complete Including Cutting To Requisite Shape And Length, Fabrication With Necessary Bolting, Metal Arc Welding Conforming To Is: 816- 1969 & Is: 1995 Using Electrodes Of Approved Make And Brand Conforming To Is:814- 2004, Haulage, Hoisting And Erection All Complete. The Rate Includes The Cost Of Rolled Steel Section, Consumables Such As Electrodes, Gas And Hire Charge Of All Tools And Plants And Labour Required For The Work Including All Incidental Chages Such As Electricity Charges, Labour Insurance Charges Etc. Payment To Be Made On The Basis Of Calculated Weight Of Structural Members Only In Finished Work As Per Is Specified Weight. Payment For Gusset, Bracket, Cleat, Rivets, Bolts And Nuts May Be Make By Adding The Actual Weight Of Such Items With The Weight Of Finished Structural Members Or 7% Of Weight For Finished Structural Members Weighing Not Less Than 22.5 Kg. / M. Or 15 % Of Weight For Finished Structal Members Weighing Less Than 22.5 Kg. / M. May Be Increased Allow For Bracket, Cleat, Rivet, Bolts And Nuts Etc. And No Seperate Payment Being Made For These Items, As Per Direction Of Engineer In Charge. The Rates Are Considered For A Height Of Erection 8M. / 2Nd Floor Level From The Ground. Add 1.5% Extra Over The Rate For Each Additional Floor Or 4M. Beyond Initiial 8M. Or Part Thereof.Iii ) For Built Up Sections / Srtuctural Members Of Specified Sections Weighing Not Less Than 22.5 Kg. / M 88 M.S. Gate Of Jail Type As Per Approved Design Made Of Strong M.S. Frame Work, Intermediate Stiffeners And Round / Square Bars Or Angles. M.S. Sheet ( Not Less Than 14 Gauge ) Gussets, Cleats Etc. Including Necessary Riveting, Bolting, Welding, Locking And Hanging Arrangements, Fitting And Fixing Complete As Per Direction Of The Engineer-In -Charge. 89 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor.A ) Grill Weighing Above 10 Kg / Sqm Upto 16 Kg / Sqm ( In Kg ) 90 Supplying, Fitting, Fixing900 Mm High G.I. Pipe Railing For R.C.C Stair Cat Ladder Walk Way Fabrication, Erection, Welding Of 40 Mm G.I ( Non Tata Medium ) Pipe Place At Top Of Railingand2 Nos 25 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed Equally In Between Railingtop & Floor, Vertical Post Of Raillingare 40 Mm Dia. G.I Pipe ( Non Tata Medium ) Placed At 900 Mm C / C . The Each End Of The Vertical Post Is Join By The 62 Mm ( 25 Mm X 6 Mm X 0.062 M Long ) Ms Flat And 150 Mm Length ( Propes Pipes ) Are Grouted In Concrete Base Of Stair, Walk Way Etc. All Complete With Supplying Of All Materials Including Hoisting Up To The Any Height Complete With 2 Coats Of Painting With Super Gloss ( Hi Gloss ) In Any Shade Except White And Black Over A Coat Of Primer Complete As Per Direction Of E.I.C.Analysis Of Rate Enclosed In Seperate Sheets. ( Analysis Rate ) 91 Supplying At Site Hoisting, Fitting, Fixing Erecting And Building In Position Where Necessary 450Mm.Wide Ladder As Per Design Consisting Of 2Nos. M.S.Plate Of 8Mm.Thick With Necessary Base Plate 60Mm Wide; And 16Mm.Dia M.S.Round Or Square Bar As Steeps Placed @ 300 C / C Including Fabrication, Welding Drilling Etc. As Per Drawing And Direction And Finished With Two Coats Of Synthetic Enamel Painting Over A Coat Of Red Lead Primer Etc. All Complete As Per ;Direction Of The Eic 92 Supplying Fitting And Fixing In Position C.I Manhole / Pit Cover With Rim.A ) Square.I ) 600 X 600Mm ( 50Kg.Approx ) . 93 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 94 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:4 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) G.L. To Top Of 1St Bracing 95 B ) 1St Floor I.E. From Top Of 1St Bracing To Top Of 2Nd Bracing 96 C ) 2Nd Floor I.E. From Top Of 2Nd Bracing To Top Of 3Rd Bracing 97 D ) 3Rd Floor I.E. From Top Of 3Rd Bracing To Top Of 4Th Bracing 98 E ) 4Th Floor I.E. From Top Of 4Th Bracing To Top Of 5Th Bracing 99 F ) 5Th Floor I.E. From Top Of 5Th Bracing To Bottom Of Heal Beam 100 G ) 6Th Floor I.E.From Bottom Of Heal Beam To Top Of Ring Beam 101 H ) 7Th Floori.E. From Ring Beam To Rest 102 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand Cement Mortar Including Rounding Off Or Chambering Corners As Directed And Raking Out Joints Including Throating Nosing And Drip Course Scafolding / Staging Where Necessary ( Ground Floor ) Excluding Cast At Shipping Over Concrete Surface. Ii ) With 1:3 Cement Mortar ( 10 Mm Thick Cement Plaster ) A ) 6Th Floor 103 B ) 7Th Floor 104 Supplying & Installation Of Lighting Solid Conductor Rod Of Phosphorous-Bronze Size 2M X 12Mm On The Top Dome Of The Rcc Overhead Reservoir, Laying Lightning Conductor Of 65Mm X 8Mm G.I. ( Hot Deep ) Ms Flatruns From The Roof Upto Gl Along The Shell Wall And Colume Fitted With Necessary Rust Proof Clamps, Lying65mm X 8Mm G.I. ( Hot Deep ) Ms Flat Conductorfrom Gl To Bottom Of The Earthing Main Pipe 80Mm Dia. Tata ( M ) Fitted And Fixedand Connecting With The Main Earthing Gi Pipe Of 80Mm.Dia Tata ( M ) Of 2.50M To Be Used As Earthing Electrode Driven Down To At Least 3.0M Below Gl And Filling Up With Charcoal, Construction Of Masonry Chamber Making As Per Direction Of Eic & Necessary Arrangement For Testing The Same As Per Iee Rule. ( All Work To Be Done As Specification Of Pwd ( Elec. ) Schedule. ) 105 Provision For Embossing The Name And Capacity Of The Reservoir With ( 2:1 ) Raised Sand Cement Plaster With Letter Size 30Cm. X 20Cm. On The Outside Of Shell Wall Of The Reservoir Painted Complete As Per Direction Of Eic. 106 Protective And Decorative Acrylic Exterior Emulsion Paint Of Approved Quality, As Per Manufacturer’S Specification And As Per Direction Of Eic To Be Applied Over Acrylic Primer As Required. The Rate Includes Cost Of Material, Labour, Scaffolding And All Incidental Charges But Excluding The Cost Of Primer. ( Two Coats. ) I ) Super Protective 100% Acrylic Emulsion.A ) G.L. To Top Of 1St Bracing 107 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 108 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 109 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 110 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 111 F ) From Top Of 5Th Bracing To Top Of Heal Beam 112 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 113 H ) From 1 / 3Rd Of Shell Wall To Rest 114 Applying Exterior Grade Acrylic Primer Of Approved Quality And Brand On Plastered Or Concrete Surface Old Or New Surface To Received Decorative Textured ( Matt Finish ) Or Smooth Finish Acrylic Exterior Emulsion Paint Including Scraping And Preparing The Surface Thoroughly, Complete As Per Manufacturer’S Specification And As Per Direction Of The Eic. ( Two Coats ) A ) G.L. To Top Of 1St Bracing 115 B ) From Top Of 1St Bracing To Top Of 2Nd Bracing 116 C ) From Top Of 2Nd Bracing To Top Of 3Rd Bracing 117 D ) From Top Of 3Rd Bracing To Top Of 4Th Bracing 118 E ) From Top Of 4Th Bracing To Top Of 5Th Bracing 119 F ) From Top Of 5Th Bracing To Top Of Heal Beam 120 G ) From Top Of Heal Beam To Top Of 1 / 3Rd Of Shell Wall 121 H ) From 1 / 3Rd Of Shell Wall To Rest 122 Neat Cement Punning About 1.5Mm Thick In Wall, Dado, Window, Ceiling, Floor, Drain Etc. 123 Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothing Surface By Sand Pepering Etc. 124 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryon Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) 125 Painting With Ready Mixed Black Japan Of Approved Make And Brand Including Smoothening Surface.Two Coats. 126 Making Arrangement For Showing The Water Tightness Test Of The Rcc Elevated Reservoir By Filling With Water Upto The Maximum Level Of The Tank To The Full Satisfaction Of Eic ( Arrangements Of Water, Its Carriage And Lifting To The Tank Including Necessary Pipes, Fitting, Pumping Machinery Etc. Are To Be Provided By The Contractor With His Own Cost. ( If Water Is Supplied By The Department Rate Shall Be Reduced As Per Prevailing Departmental Rate ) ) 127 Disinfection And Washing The Tank And Pipe Connections Including Cleaning The Inside Of The Etc. Complete. 128 Hoisting, Erection , Placing Connecting With Pipes And Specials Cidf Pipes, Specials ) Securing With Building Specials Providing Stays, Clamps As Required Including Cost Of Staging Platform For The Work Etc.All Complete In All Respects As Per Drawing And Direction Of Eic.A ) 250Mm.Dia . 129 B ) 150Mm.Dia . 130 C ) 100Mm.Dia . 131 Laying Of Cidf / D.I Pipes With Specials, Valves Etc. In Trenches Including Excavation In All Sorts Of Soil, Moorum, Soft Rock And Refilling The Trenches After Laying & Jointing Of Pipes Etc. All Complete As Per Specification And Direction Of Eic.A ) 250Mm.Dia . 132 B ) 150Mm.Dia . 133 C ) 100Mm.Dia . 134 Fitting, Fixing Duct-Foot Bend Including Construction Of Cement Concrete ( 4:2:1 ) Base With Stone Chips Ofapproved Grade & Quality & Including Excavation Of Earth Etc Complete In All Respect. ( Analysis Rate ) A ) 250Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 135 B ) 150Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 136 C ) 100Mm.Dia ( Base Size 450Mm X 450Mm X 600Mm Deep ) 137 Hoisting, Fitting, Fixing Of Ci Bell Mouth With Puddle Collar In Rcc Work As Per Drawing Specification Complete In All Respect.A ) 250Mm.Dia . 138 B ) 150Mm.Dia . 139 C ) 100Mm.Dia . 140 Construction Of Masonry Drain 300 Mm X 250 Mm Inner Section With 1St Class 250 Mm Th. Brick Work In Cement Mortar ( 1:4 ) Over A Layer Of Single Brick Flat Soling , Sand Filling 100Mm Th. And 100 Mm Th. Weak Cement Concrete ( 6:3:1 ) With Graded Stone Ballast Pakur Variety ( 40Mm Size ) Including Earth Work In Excavation, 15Mm Th. Cement Plaster ( 4:1 ) And Neat Cement Punning All Rounding The Drain Etc. All Complete As Per Approved Design , Drawing And Direction Of The Engineer In-Charge. ( Analysis Rate ) 141 Supply And Delivery Of Different Dia.Cidf Pipe ( Class - B ) I.S: 1538 - 1976 & Specials ( Class - B ) As Per Is: 1538 - 1993 With Latest Amendment Including Loading, Unloading & Stacking Properly For Connection Of Inlet, Outlet, Overflow And Washout Line Of Ohr As Per Departmental Drawing With Specified Dia. Inclusive Of All Incidental Charges If Any All Complete As Per Direction Of The E.I.C. ( Test Certificate From The Manufacturer And Guarantee Certificate Should Be Produced By The Agency ) 142 A ) Supply And Delivery Of Cidf Sluice Valve Pn-10 Of Different Dia Make With Cast Iron Double Flanged Non Rising Spindle Sluice Valve Generally Conforing To I:S 14846-2000 With Latest Amended If Any Having Body Door Dome / Bonnet And Cover Of Cast Iron Gr.- F.G. 200 ( Ref. Is-210 ) Spindle Of Is: 6603 Gr.- 12 / Cr. 13 Non-Magnetic, Nut And Seat Rings Are Gunmetal As Per Is: 1538 Part Iv & Vi Valves Are Suitable For Maximum Working Pressure Of 10Kg / Sq.Cm. ( Seat Test ) And Body Tested To 15Kg / Sq.Cm. ( Test Certificate From The Manufacturer As Well As Inspection Certificate From Third Party Inspection, Agency To Be Arranged By Their Own Cost And To Be Approved By E.I.C. ) N.B. The Above Item Should Be Procured From The Reputed Manufacturer Viz- Kalpana, Jupiter & Upadhaya Or Similar Approved Vender List. [ With Cap ] A ) 250Mm.Dia . 143 B ) 150Mm.Dia . 144 C ) 100Mm.Dia . 145 Construction Of R.C.C. Inlet & Overflow Chamber As Per Drawing Cast With Rcc Wallwithcement Concretenot Leaner Than 1:1.5:3 With Graded 20 Mm Down Pakur Variety Stone Chips And Reforcement Having Wall Thickness 125 Mm And Complete With Plastering 15Mm Th. ( 1:4 ) With Neat Cement Finishing And As Per Direction Of The E.I.C. ( Inner Size = 600 Mm X 600 Mm X 750 Mm ) ( Analysis Rate ) 146 Applyingwate Thinable Non-Toxic Acrylic Polymer Modified Paint Coating Or Equivalent Brand Of Approved Quality 2 ( Two ) Finished Coats Over 2 Coats Of Primer Of Same Brand To The Ceiling Of Roof Dome Including Supplying Supplying Requisite Coating Materials Cleaning Of The Substrant Properly To Make It Free From Dirt, Paint, Oil And Grease Sludge, Blisters, Fungus , Moss, And All Other Undesireble Particles Using Wire Brush , Sand Paper Etc. Including Mending Good All Damages All Complete As Per Direction Of The E.I.C. 147 Supplying Hoisting, Fitting Fixing Approved Type Water Level Indicator With Copper Float, Guide Pulley, Wire Boards Etc. As Per Standard Specification And Direction And Satisfaction Of Eic 148 Site Clearence By Removing All Unserviceablematerials, Debris Etc. All Complete As Per Direction Of E.I.C. 149 Construction Of 3 Nos Pump House And Boundary Wall With Land Development ( Annexure Iv ) Earth Work In Excavation Of Foundation Trenches Or Drains, In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing, Spreading Or Stacking The Spoils Within A Lead Of 75 M. As Directed. The Item Includes Necessary Trimming The Sides Of Trenches, Levelling, Dressing And Ramming The Bottom, Bailing Out Water As Required Complete.Depth Of Excavation Not Exceeding 1, 500 Mm. 150 Filling In Foundation Or Plinth By Silver Sand In Layers Not Exceeding 150 Mm. As Directed And Consolidating Same By Thorough Saturation With Water Ramming Complete, Including The Cost Of Supply Of Sand. 151 Single Brick Flat Soling Of Picked Jhama Bricks Including Ramming Anddressing Bed To Proper Level And Filling Joints With Local Sand. 152 Ordinary Cement Concrete ( 1:2:4 ) With Graded Stone Chips ( 20 Mm Size ) Nominal Size Excluding Shuttering And Reinforcement , If Any In Ground Floor As Per Relevant Is Code. ( A ) Pakur Variety 153 Ordinary Cement Concrete ( Mix 1:1.5:3 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement If Any, In Ground Floor As Per Relevant Is Codes. Pakur Variety 154 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth, In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) ( A ) With Earth Obtained From Excavation Of Foundation. 155 Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars, Stirrups, Binders Etc. , Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length, Hooking And Bending To Correct Shape, Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire At Every Inter-Section, Complete As Per Drawing And Direction.A ) For Works In Foundation Basement Upto Roof Of Ground Floor / Upto 4 M . I ) Top Steel / Mild Steel [ I. Sail / Tata / Rinl=> Rs.-53241.00 / M; Ii. Other Than Sail / Tata / Rinl=> Rs.-51991.00 / Mt ] 156 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Foundation And Plinth. 157 Brick Work With 1St Class Brick In Cement Morter. ( 1:6 ) In Superstructure Ground Floor ( 1:6 ) 158 125 Mm Thick Brickwork With 1St Class Bricks In Cement Mortar ( 1:4 ) In Ground Floor 159 Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 Mtr Using Approved About Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams, Columns, Lintels, Curved Or Straight Including Fitting, Fixing & Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) A ) 25 Mm To 30 Mm Thick Wooden Shuttering As Per Decision & Direction Of Engineer-In-Charge. 160 25 Mm Thick Damp Proof Course With Cement Concrete With Stone Chips ( 3:1.5:1 ) ) ( With Gradedstone Aggregates 10 Mm Normal Size ) And Paintingthe Top Surface With A Coat Of Bitumen Using 1.7 Kg Per Sq M Including Heating The Bitumen And Cost And Carriage Of All Materials Complete. 161 Plaster ( To Wall, Floor, Ceiling Etc ) With Sand & Cement Mortar Includgrounding Off Or Chamfering Corners As Directed A Ramming Out Joints Or Roughening Of Concretesurface By Chamfering Etc. Including Threading Noising And Drip Course Where Necessary. ( Ground Floor ) I ) With 1:6 Cement Mortar.20 Mm Thick Plaster 162 I ) With 1:6 Cement Mortar.15 Mm Thick Plaster 163 I ) With 1:4 Cement Mortar.10 Mm Thick Plaster 164 Supplying Fitting, Fixing- Openable Steel Windows As Per Is Sizes With Side Hung Shutters And Horizotal Glazing Bars With / Without Fixed Type Ventilators. [ The Extra Rate Admissible For The Openable Portion Only ] ( P-82, I-33 ) 165 Supplying 1.5Mm Thick M.S. Sheet Fitted And Fixed On One Or Both Faces Of M.S. / W.I. Gate Etc. With Point Welding At Not More Than150mm Apart Complete In All Respect As Per Design Including Cost Of All Labour And Materials 166 M.S. Or W.I. Ornamental Grill Of Approved Design, Joints Continuously Welded With M.S. Wi Flats And Bats For Winding, Drilling Etc.Fitted & Fixedwith Necessary Screw And Lugs In Ground Floor. ( I ) Grill Weighing Above 10 Kg. / Sq.Mtr And Up To 16 Kg. / Sq. Mtr.Rs.- 8247.00 / Qt, ( Ii ) Grill Weighing Above 16 Kg. / Sq.Mtr And Abovers.-8053.00 / Qt. 167 Applying Decorative Cement Based Paint Of Approved Quality After Preparing The Surface Including Scraping The Same Thoroughly ( Plastered Or Concrete Surface ) As Per ManufactureS Specification In Ground Floor. A ) Two Coats ( On New Cement Plaster Surface ) 168 White Washing Including Cleaning And Smoothening Surfacethoroughly.A ) 3 Coats. 169 B ) Priming One Coat On Steel Or Other Metal Surface With Synthetic Oil Bound Primer Of Approved Quality Including Smoothening Surfaces By Sand Papering Etc. 170 Painting With Best Quality Synthetic Enamel Paint Of Approved Make And Brand Including Smoothening Surface By Sand Papering Etc Including Using Of A Approved Putty Etc On The Surface If Necessaryb ) On Steel Or Other Metal Surface ( With Other Than Hi Gloss Of Approved Quality ) . I ) 2 Coats ( With Any Shade Except White ) ( Hi Gloss ) 171 Number Plaque Of Buildings ( Plaque Size Upto 225 Mm X 225Mm ) Made Of Cement Plaster ( 2:1 ) On Face Of Wall Or Plinth , With 50 Mm Size Letters P.H.E. And The Number Of The Structure Formed Thereon ( In Sunk Type ) Including Painting The Letters Complete As Per Direction. ( Cement = 1 Kg / No ) 172 Supplying, Fitting And Fixing PeetS Valve Fullway Gunmetal Standard Pattern Best Quality Of Approved Brandbearing I.S.I. Marking With Fittings . ( Tested To 21 Kg / Sq.Cm. ) ( For Water Lines Only ) .- 15 Mm. Dia. 173 Construction Of Septic Tank Of Different Capacities As Per Approved Drawing With 1St Class Brick Work In Cement Mortar ( 1:4 ) Including Two 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The 100Mm Thick R.C.C ( 1:1.5:3 ) Top Slab With Necessary Fittings, 20Mm Thick Cement Plaster ( 4 : 1 ) With Neat Cement Finish To The Internal Surfaces And 15 Mm Thick Cement Plaster ( 4 : 1 ) To Outside Wall Upto 200 Mm Below G.L Floor Finished With 25 Mm Thick Grey Artificial Stone Over 100 Mm Thick R.C.C ( 1:1.5:3 ) Bottom Slab Including Supplying, Fitting And Fixing All Necessry Specials, Fittings, S.W. Tees, C.I. Foot Rest Etc. Including Excavation Earth In All Sorts Of Soil, Shoring, Bailing Out And Pumping Out Water As Necessary, Ramming, Dressing The Bed And Fefilling The Sides Of The Tanks With Earth, Removing Spoils, Filling Up The Chamber With Clear Water, Removing Foreign Materials From The Chamber And Including Constructing Attached Inspection Pit As Per Approved Drawing And Connecting All Necessary Pipes, Joints Etc. With Internal Plaster Work And Artificial Stone Flooring Is To Be Done With Admixture Of Water Proofing Compound @ 0.5% By Weight Of Cement With All Costs Of Labour And Materials. Note:- ( I ) Finished Level Of Septic Tank Should Be 400 Mm. From Ground Level. ( Ii ) Height Of 50 Mm. Ventilation Pipe &Mosquito Proof Mesh, Should Be Follwed As Per Is:2470, Part I.Payment Will Be Made Separetly On The Basis Of Actual Height Based On Relevant I.S.Code. ( I ) For 10 Usersa ) With Pakur Variety. ( Sail / Tata / Rinl ) 174 Supplying, Fitting & Fixing Orissa Pattern Water Closet In White Glazed Vitreous Chinaware Of Approved Make Supplied , Fitted Fixed In Positioncomplete Excluding P Or S Trap. ( Excluding Cost Of Concrete For Fitting ) I ) 530Mm X 410 Mm 175 Supplying Fitting And Fixing10 Litre Pvc Low-Down Cisternof Conforming To I.S. Specification With Pvc Fitting Complete C.I.Make With Either Side Or Bottom Brackets Including Two Coats Of Painting To Brackets. 176 Supplying Pvc Water Storage Tank Of Approved Quality With Closed Lid ( Black ) -Multilayer. A ) 500 Litre Capacity. 177 Construction Of Circular Soak Well 2.5 Metre Deep In All Types Of Sandy Soils With Dry Brick Work Upto 1.6 Metre From The Bottom Having 150 Mm Intermediate Cement Brick Work ( 1:4 ) Band All Round And Cement Brick Work ( 1:4 ) Upto 0.90 Metre From Top With 20Mm Thick Cement Plastering ( 1:4 ) To Inside Face Upto The Depth Of Cement Brick Work, 15Mm Thick Cement Plaster ( 1:4 ) On Outer Face From Top Of The Well Upto G.L. And 6 Mm Thick Cement Plaster ( 1:4 ) On Top Of The R.C.C. Cover Slab Including Filling Bottom 1.00 Metre Of Inside Of The Well With Brick Metal ( 50 Mm To 63 Mm Size ) Including R.C.C. Cover Slab Of 100 Mm Thick With Cement Conc ( 1:1.5:3 ) With Stone Chips With Necessary Reinforcement And Shuttering Including One 560 Mm Dia. R.C.C. Manhole Cover ( Heavy Type ) Of Approved Make Supplied, Fitted And Fixed In The Cover Slab With Necessary Fittings, Making Nacessary Arrangements For Pipe Connections, Excavation Of Well Including Shoring, Dewatering And Removing The Exess Earth From The Premises As Per Direction Complete In All Respect With All Costs Of Labour And Materials. With 250 Mm Thick Dry Brick Work And 250 Mm Thick Cement Brick Work ( 1:6 ) And 1.00M Inside Dia. ( Sail / Tata / Rinl ) 178 Supplying, Fitting & Fixing Upvc Pipes A-Type And Fittings Conforming To Is:13592-1992 With All Necessary Clamps Nails, Including Making Holes In Walls, Floor Etc. Cutting Trenches In Any Soil Through Masonry Concrete Structures Et. If Necessary And Mending Good Damages Including Joining With Jointing Materials ( Spun Yarn, Valamoid / Bitumen / M-Seal Etc ) Complete. ( A ) 75Mm. Dia. 179 Supplying, Fitting And Fixing Fan Hook For Ceiling With1 Metre Long16mm Dia Rod Complete Including Mending Damages .Payment For Damage And Repair To Be Made Separately. 180 Wash Basin White Vitreous China Of Approved Make ( Without Fittings ) Supplied , Fitted And Fixed In Position On 75Mm X 75Mm X 75Mm Wood Blocks And C.I. Brackets Including Two Coats Of Painting Of C.I. Brackets. ( A ) 450 Mm X 300 Mm Size. 181 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. ( A ) 900 Mm Long. 182 Cutting Holes And Subsequent Mending Good Damages. 183 Supplying , Fitting And Fixing 30 Mm. Thick Both Side Prelaminated Factory Made Solid Panel Pvc Door Shutter Consisting Of Outer Frame Made Out Of Ms Tubes Of 19 Gauge Thickness And Size 19 Mm. X 19 Mm. For Styles, Top And Bottom Rails, Ms Frame Shalll Have Cost Of Steelprimers Of Approved Make And Manufacture, M.S Frame Cover With 5 Mm.Thick Head Moulded Pvc C Channel Of Size 30 Mm. Thick 70Mm. Width Out Of Which 50 Mm. Shall Beflat And 20Mm. Shall Be Tapered In 45 Degree Angle Of Either Side Forming Styles, And 5Mm Thick 95 Mm. Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Tapered In 45 Degree On The Inner Side Toform Top & Bottom Rail And 115Mm.Wide Pvc Sheet Out Of Which 75 Mm. Shall Be Flat And 20 Mm. Shall Be Tapered On Both Sides To Form Lock Rail. Top Bottom And Lock Rails Shall Be Provided Either Side Of The Panel With 10Mm. ( 5Mm. X 2 Mm. ) Thick , 20 Mm. Wide Cross Pvc Sheet As Gap Insert For Top Rail And Botttom Rail Sheet To Be Fitted In The M.S Frame Weled / Sealed Tothe Styles &Rails With 7 Mm. ( 5Mm. + 2 Mm. ) Thick X 15 Mm. Wide Pvc Sheet Beading On Inner Side And Joint Together With Solvent Cement Adhesive . An Additional 5 Mm. Thick Pvc Strip Of 20 Mm. Which Is To Be Stuck On The Interior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Com Excluding All Necessary Hardwire As Per Direction Of The E.I.C In Ground Floor. 184 Supplying Fitting Approved Type Ventilator In Position After Cutting Holes In Walls, Setting In Cement Mortar, Mending Damages To Wall And Plaster And Two Coats Of Paint Of Approved Brand Sand Shade .Payment Of Mending Two Damages Of Wall & Plaster And Painting To Be Made Separately.R.C.C. Ventilator Of 20 Mm Thick - Upto 0.10 Sq.M. Area 185 Constructing Inspection Pit Of Inside Measurement 600 Mm X 600 Mm X Upto 600 Mm ( Depth ) With 250 Mm Thick 1St Classbrick Work In Cement Mortar ( 1:4 ) On All Sides , Bottom Of The Pit Consisting Of 100 Mm Thick Cement Concrete ( 1:3:6 ) With Stone Chips Over A Layer Of Jhama Brick Flat Soling, 15 Mm Thick ( 1:4 ) Cement Plaster To Inside Walls And Outside Walls Upto Gl And 20 Mm Thick ( 1:4 ) Plaster To Bottom Of The Pit, Providing Necessary Invert With Cement Concrete ( 1:3:6 ) With Stone Chips As Per Direction, Neat Cement Finishing To Entire Internal Surfaces, Top Of The Pit Covered With 100 Mm Thick Rcc Slab ( 1:1.5:3 ) With Stone Chips And Necessary Reinforcements Upto 1% And Shuttering Including 6 Mm Thick Cement Plaster ( 1:4 ) In All External Surfaces Of The Slab And One 560 Mm Dia Rcc Manhole Cover Of Approved Make Supplied, Fitted And Fixed In The Slab With Necessary Fittings, Necessary Earth Work In Excavation In All Sorts Of Soil, Filling Sides Of The Pit With Earth And Removing Spoils After Work Complete In All Respects With All Costs Of Labour And Materials. -With Pakur Variety. 186 Supplying , Fitting And Fixing Cast Iron P Or S Trap Conforming To I.S. 3989 / 1970 And 1729 / 1964 Including Lead Caulked Joints And Painting Two Coats To The Exposed Surface. ( Painting To Be Paid Seperately ) .- S Trap - 100 Mm. 187 Supplying, Fitting And Fixing Alloy Iron With Brass Spindle Bib Cock / Stop Cock Of Approved Brand And Make, Spray Painted And Tested To 21 Kg Per Sq.Cm. - 15 Mm. Dia. 188 Supplying, Fitting And Fixing Approved Patent Vent Cowl I.C.I. Conforming To I.S.S And Painting Two Coats To The Exposed Surface With Approved Paint Complete. ( Payment Of Painting Will However Be Paid Seperately ) .- 100 Mm Dia. 189 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 ) . 190 Earth Work In Filling In Foundation Trenches Or Plinth With Good Earth In Layers Not Exceeding 150 Mm. Including Watering And Ramming Etc. Layer By Layer Complete. A ) With Carried Earth Arranged By The Contractor Within A Radius Of 3 Km. Including Cost Of Carried Earth. 191 Laying For Rising Main & Distribuition System With Fhtc ( Annexure V ) Carrying Ci / Di Pipes With Specials And Valves And Lowering Placing In Position And Laying Carefully Inside The Trenches In Proper Alignment And Gradient Etc.Including Earth Work Inexcavation Of Adequate Width As Per Specification Having Min. Clear Cover From Top Of Pipe Is 1.10Mtr. Below Existing Ground Level In Any Kind Of Soil Including Mixed With Boulder, Road Sub-Grade And Its Flank, But Excluding Moorum And Laterite And Stone Etc.Without Damaging The Exisiting Telephone / Electric Cableetc. ( Incaseof Damaged If Any Type Of Cable Line During Excecution , Necessary Damaged Charges As Applicable By The Respective Authority Will Beborne By The Agency In His Own Cost ) Preparing The Bottom Surface For Continuous Bedding Of Pipe Line And Laying Pipes, Fitting, Fixing Specials And Valves With Bailing Out Water If Any Including Carriage Of Pipes, Specials And Valves From Local Deptt.Store Within 8Km And Back Filling The Trenches With Excavated Earth In Layers To Original Condition As Per Specification And Direction Of Eic. The Surplus Materials After Execution Of Work Are To Be Return To The Deptt. Store.N.B: I ) Any Deviation From Required Clear Cover Of 1.10Mtr., Due To Site Adverse Condition, Prior Permission Is To Be Obtained From The Eic In Exceptional Situation And Payment Will Be Made On Prorate Basis Over The Rate Of Entire Item Ii ) No Payment Will Be Made Without Hydraulic Test Of The Pipe Line Either Part Or Full Iii ) Thepipes, Specials And Valves , Rubber Gasket Will Be Supplied Deptt. Free Of Cost.A ) 150Mm Dia. 192 B ) 200Mm Dia. 193 C ) 250Mm Dia 194 Making Rubber Gasket Joint To Ci / Di Pipes Maintaining Proper Alignment Level Etc. By Mechanical Arrangement With Or Without Using Mobile Cranes Where Necessary And With Help Of All Other Equipments Tools And Tackles Etc. As Required Providing Lubricants Of Approved Quality And Direction Of Eic. ( Rubber Gasket Will Be Supplied Deptt. Free Of Cost ) B ) 150Mm Dia. 195 C ) 200Mm Dia. 196 D ) 250Mm Dia 197 Making Flange Joint To Di / Ci Pipes, Specials And Valves Where Necessary With Supply Of Required Rubber Insertion And Nut Bolts, Washers Etc. Of Approved Quality And Type All Complete As Per Specification And Direction Of Eic ( Nut And Bolts Shall Be Of Tata / Gkw Rate ) .A ) 250Mm Dia 198 B ) 200Mm Dia. 199 C ) 150Mm Dia. 200 E ) 100Mm.Dia . 201 Cutting Di Pipe ( All Class & Type ) To Required Length With Cutting Device Etc. And Grinding The Cutting Portion With File As Per Direction And Satisfaction Of Eic.B ) 150Mm.Dia.To 200Mm.Dia Pipe 202 C ) 250Mm.Dia.To 350 Mm.Dia Pipe 203 Chamfering The Spigot End Of All Type / Class Of Di Pipe For Proper Using Of Push Joint By Means Of Grinder Set At Site For Proper Joint Etc. All Complete As Per Direction Of Eic.B ) 150Mm Dia. 204 C ) 200Mm Dia. 205 D ) 250Mm Dia 206 Filling The Pipe Line With Water, Testing Hydraulically As Per I.S 3114-1965 ( Article-6 ) In Section Of A Length Not Exceeding 500Mtr. For Head Of Pressure As Per Specification Including Supplying Installing And Fixing All Equipments Such As Diesel Pump Set, Blank Flange, Pressure Gauge, Valve, Pressure Pump And All Other Tools And Plants Including Drilling Topping And Plugging Of Necessary Holes To Pipes, Blocking Ends Providing Temporary Thrust Block And Subsequent Blocking Of Holes And Other Jointing Materials And Dismantling And Removal Of The Same Including Disposal Of Water Etc. All Complete As Per Specification And Direction Of Eic. The Rate Is Inclusive Of Cost Of Requisite Water To Be Arranged By The Contractor ( Recovery Rate Of Water @ Rs.10.00 / M3, If Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.A ) 150Mm Dia. 207 B ) 200Mm Dia. 208 C ) 250Mm Dia 209 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 210 B ) 63Mm ( Od ) 211 C ) 75Mm ( Od ) 212 D ) 90Mm ( Od ) 213 E ) 110Mm ( Od ) 214 F ) 125Mm ( Od ) 215 G ) 140Mm ( Od ) 216 H ) 160Mm ( Od ) 217 I ) 180Mm ( Od ) 218 J ) 200Mm ( Od ) 219 K ) 225Mm ( Od ) 220 Cleaning Thoroughly The Inner Surface Of Pipe Line Including Specials And Valves By Flushing With Water And Subsequently Disinfection Of The Same Pipe Line By Flushing Again With Water Containing Bleaching Powder Resulting In Residual Chlorine Not Less Than 15Mg / Ltrs. After 24Hrs. Of Such Filling Including Laboratory Testing Of Water Samples Obtain From The Disinfested Pipe Line And Disposal Of Water From The Pipe Line After Completion Of The Work. The Rates Including Of Cost Of Requisite Water To Be Arranged By The Contractor ) ( The Rate Of Water @Rs. 10 / M3 May Be Recovered, If The Contractor Used Water From Deptt. Source ) .A ) For Ci / Di Pipe.B ) 150Mm Dia. 221 C ) 200Mm Dia. 222 D ) 250Mm Dia. 223 B ) For Upvc / Hdpe Pipea ) 50Mm ( Od ) 224 B ) 63Mm ( Od ) 225 C ) 75Mm ( Od ) 226 D ) 90Mm ( Od ) 227 E ) 110Mm ( Od ) 228 F ) 125Mm ( Od ) 229 G ) 140Mm ( Od ) 230 H ) 160Mm ( Od ) 231 I ) 180Mm ( Od ) 232 J ) 200Mm ( Od ) 233 K ) 225Mm ( Od ) 234 Submission Of Complete Detailed Drawing Of Distribution System, Rising Main Etc. After Execution Of Work Showing Position Of Different Types Of Valves, Fittings / Specials Sluice Valve Chamber With Location, Node To Node Wise In The Sanctioned Drawing As Completion Drawing Of The Water Supply Scheme As Per Direction And Satisfaction Of Eic. The List Of Dia Wise Fitting / Specials, Different Pipes ;Of Valve Used In The Rising Main Should Be Shown In The Completion Drawing ( Not Separate ) With Verified By Sae & Ae In-Charge Of The Scheme. The Above Drawing Will Be Submitted In 5 Copies. 235 Bituminous Pucca Road ( Approx. 450Mm Depth ) Cutting By Using Gaiti, Chisel, Hammer Etc. And Picking Uip The Withdrawing Excavated Materials And Remove The Same Within Distance Of 30Mtr. At Least All Complete For Fixing / Crossing All Dia Of Pipe Line As Per Direction Of Eic 236 Dismantling All Type Of Plain Cement Concrete Works, Stacking Serviceable Materials Of Site And Removing Rubbish As Directed Within A Lead Of 75Mtr. For Laying All Dia Pipe Line In Ground Floor, Upto 150Mm Thick.A ) Upto 150Mm Thick 237 B ) Above 150Mm Thick 238 Construction Of Different Dia Sluice Valve / Air Valve / Washout Chamber In Different Sizes For Village Road Where Light Traffic Run And For Main Road Where Heavy Traffic Run As Deptt.Approved Drawing With 25Cm Thick Brick Work ( 1:6 ) Over Cement Concrete ( 4:2:1 ) Over A Single B / F Soling Over150mm.Thick Sand Filling In Foundation Including Earth Work In Excavation And Disposal Of Excess Earth From Work Site With Rcc ( 1:1.5:3 ) Cover Slab 100Mm / 150Mm Thick Slab On Top Of Chamber With 1% Reinforcement Inrcc Cover Slab With Necessary Opening For Operation Of Valve All Complete Including Cost Of Labour & Materials As Per Departmental Dwg. [ Reinforcement Type:- Other Manufactuerers Not Specified ] I ) 80 Mm To 150 Mm Dia Pipe 239 Ii ) 200 Mm Dia Pipe 240 Iii ) 250 Mm Dia To 350Mm Dia Pipe 241 Making Holes In Two Sides Of Wall Of Culvert / Drain Or Any Other Structuresin Any Places For Laying Any Dia Pipe Line Within Structures Intwo Sides Of Wall Of Culvert / Drain / Any Structure At Any Places And Mending Good Damages All Complete As Per Direction Of Eic. 242 A ) Construction Of Rcc Street Stand Post ( 700Mm Height ) Of Rcc ( 1:1.5:3 ) Footing Over 75Mm Thick 4:2:1 P.C.C Over A Single B / F Soling With 1% Reinforcement, Connected With Saddlepiece & 15Mm Dia Brass Ferrule With Supplying Fitting, Fixing 15Mm Dia G.I. Nipple, G.I.Socket, G.I. 200Mm X 150Mm Reducing Elbow And 20Mm Dia Gi ( M ) Tata Pipe Of ( Avg. ) 2.6Mtr. Long And One 15Mm Dia Alloy Iron With Brass Spindle Bib Cock With Socket And 20Mm G.I. Elbow 2Nos. With 15Mm Gi ( M ) Tata Pipe Of 0.225Mtr. For Connection Of Stand Post To Distribution Line As Per Deptt. Design And Drawing As Per Direction Of Eic Along With Construction Of Platform Of Size Cc Platform ( 1:2:4 ) Over A Single B / F Soling Below G.L Over 150Mm.Thick Sand Filling, Neat Cement Finish Over Platform And Inner Side Of Band And 15Mm Thick Cement Plaster ( 4:1 ) On Top Of Platform Band And Outside Upto G.L. As Per Deptt. Drawing And As Per Direction Of Eic 243 Supplying Hdpe ( Materials Grade Pe-80 ) Pipes Conforming To Is 4984-1995 With Latest Revision & Amendments If Any With Necessary Hdpe Specials ( Excluding Cost Of Cidf Valves ) Including Labour Charges For Earth Work In Excavation In Any Kind Of Soil Including Mixed Soil With Boulder, Road Sub-Grade And Aits Flank But Excluding Moorum Laterite Or Sand Stone / Hard Rock Cutting With Chisel Required Including Cutting Road Flank / Brick Pavement Etc. Without Damaging The Exisiting Telephone / Electrical Cable Line Etc. ( In Case Of Damage Of Any Type Of Cable Line By The Agency At The Time Of Execution Necessary Damage Charge As Applicable By The Respective Authority Will Have To Be Brone By The Agency At His Own Cost ) Upto The Depth ( Av. ) So As To Maintain 1.10M.Earth Cushion From Top Of The Pipe Upto G.L. Including Loading Unloading Carrying Lowering Laying Fitting Fixing Carefully Pipes, Valves And Specials With The All Types Of Jointing Materials In Trenches Maintaining Proper Levels And Alignment Jointing The Pipes And Specials By Butt Welding / Adopting Suitable Method ( But Weld Jointing With Help Ofhydraulic Tack And Trimming Machines, Hitter Etc. For Reaching At Necessary Melting Point Of Hdpe Pipe So That Joint Can Be Monolithic ) So As To Facilitate The Maintenance Of Pipe Line Locally As Per Conventional Method In Future. ( A ) Pressure Rating : Pn 6Ii ) Laying Of Pipe Line Including Cost Of Pipe & Fittings / Specials Butexcluding Cost Of Valvesa ) 50Mm ( Od ) 244 B ) 63Mm ( Od ) 245 C ) 75Mm ( Od ) 246 D ) 90Mm ( Od ) 247 E ) 110Mm ( Od ) 248 F ) 125Mm ( Od ) 249 G ) 140Mm ( Od ) 250 H ) 160Mm ( Od ) 251 I ) 180Mm ( Od ) 252 J ) 200Mm ( Od ) 253 K ) 225Mm ( Od ) 254 Providing Fhtc From The Existing Cl / Dl / Upvc / Hdpe / Gl / Ac Distribution Pipeline By Installing 10 Mm Nb Gun-Metal Ferrule Conforming To Is 2692:1989 With Latest Amendments On The Said Pipeline With Supply, Fitting & Fixing Of All Other Accessories Like Saddle Piece Of Required Size To Fit The Existing Distribution Pipeline, Specials, Nut & Bolts, Rubber Sheet, Washers Etc And Supply & Laying Of 15Mm Nb Pvc ( Schedule 80 ) / 20Mm Od Hdpe ( Peioo, Pn16 ) Pipe ( Average 15M Length ) With All Necessary Specials 1.0 Metre Below The Ground Connecting The Ferrule Including Cutting Trenches In All Sorts Of Soil And Filling Up Trenches As Per Direction Of The Engineer-In-Charge And Upto A Point Just Inside The Premises Of The Household Or As Directed By Eic. Supply And Installation Of A 15Mm Dia. Alloy Iron Bib Cock ( Tested To 21 Kg / Cm2 ) Above 1.0 Mtr. From Ground, An Alloy Stop Cock Of 15 Mm Dia. With Brass Spindle ( Tested To 21 Kg / Cm2 ) To Be Fitted In A Position As Directed By E.I.C. G.L Pipe Of Tata Make ( Medium Duly ) Of 2 Metre Length With All Necessary Specials To Continue From The End Of The Hdpe / Pvc Pipe And Upto 1.0 M Above Ground Within The Premises Of Household.Note : 1. Pvc Pipe Shall Of Schedule 80 ( Medium Duty ) Conforming To Astmd-1785 And Threaded To Match With Gi Pipe As Per Is: 1239 ( Part-I ) .2. Rate Is Exclusive Of Supply And Delivery Of 10Mm Nb Gun Metal Ferrule.3. Payment Of Supply And Laying Of 15Mm Dia Nb Pvc ( Schedule 80 ) Or 20Mm Od Hdpe ( Pe 100, Pn 16 ) Pipe With All Necessary Specials 1.0M Below The Ground Will Be Made On Actual Measurement Basis. The Rate Of This Item Is Rs. 117 / -Per Metre.A ) Upto 10M Length 255 B ) Above 10M Upto 20M Length 256 Colection Of Household Details As Per Prescribed Formatthrough Mobile App / Hard Copies Including Geo Referance As Diected By E.I.C And Submission Of The Same To The P.H.E Dte.In Soft Copies. 257 Ordinary Cement Concrete ( Mix 1:2:4 ) With Graded Stone Chips ( 20 Mm Nominal Size ) Excluding Shuttering And Reinforcement, If Any, In Ground Floor As Per Relevant Is Codes.A ) Pakur Variety 258 Cost For Boring Any Type Of Soil By Augor Boring ( Horizontal ) With Water Jet System Including Hire Charges Of Machine, Tools & Plants, All Complete With All Labour And Supply Of Water Etc. As Per Specification And Direction Of Eic.I ) 80Mm To 100Mm Dia. 259 Ii ) 125 Mm To 200 Mm Dia 260 Supplying, Fitting And Fixing In Position G.I. Pipes Of Tata Make For Underground Works With All Necessary Accessories, Specials Viz.Socket, Bend, Tee, Union, Cross, Elbow, Nipple, Short Piece Etc.Including Cost Of All Materials, Jointing Materials , Cutting Pipes, Making Threads, Cutting Trenches Upto 1.5 Metre Below Surface In All Sorts Of Soil And Refilling The Same As Directed With Two Coats Of Painting On G.I. Pipes And Specials With Bituminous Paint Complete In All Respect. ( Payment Will Be Made On The Centre Line Measurement Of The Total Pipe Line Including All Specials No Separate Payment Will Be Made For Accessories, Specials.Payment For Painting Will Be Made Seperately ) ( S & P Schedule, Page-2 ) H ) ( Ii ) 80 Mm Dia. Medium Quality. 261 Supplying, Spreading And Consolidating Stone Dust To A Depth Of 100 Mm And Above At Desired Density And C.B.R. As Per Specification With Power Roller To Proper Gradient And Camber Including Watering As Necessary, And Lighting, Guarding, Barricading And Making Adequate Earthen Bundh Where Necessary To Protect The Edges And Curing With Water For 2 To 3 Days, Mending Cracks And Depressions By Rolling Where Necessary Including All Incidental Charges Of Roller, Cost Of Fuel & Lubricants Complete As Per Specification. ( Ref ; Pwd Sor 17 , Page No 242 , Item No 4.06 ) 262 Carriage Of Different Type Of Departmental Pipes From Divisional / Sub-Divisional Store To The Work Site By Truck Including Loading, Unloading, Stacking Etc. Including Cost Of Fuel, Lubricant And Also Cost Of Driver, Helper Etc. And All Other Taxes And Charges As Applicable As Per Direction Of Eicf ) Above 40 Km Upto 50 Km 263 G ) Above 50 Km ( Extra Cost Per Km ) Extra 50 Km ( 4 Nos Truck X 50 Km Each = 200 Km )
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
West Bengal View Result →
17.
Public Administrative Department #10595544 Price Bid
7-Reboring Work Of 35 Reborable India Marka 2 Hand Pumps At Various Locations In The City Reboring Work Of 35 Reborable India Marka 2 Hand Pumps At Various Locations In The City - Supply of the Following Material For in Installation of Deep well India Mark II Handpump & Related Items of work 110 mm dia PVC Pipe (6Kg/Cm2) 2 63 mm dia PVC Pipe ( 6Kg/Cm2) 3 63 mm dia PVC Ribbed Straine (6Kg/Cm2) 4 110x63mm dia Reducer (FRP) 5 32mm dia G.I. Pipe of Medium Cls 6 Transportation of Handpump Materails, T&P, & Camp equipage etc. to the site of work including & loading & unloading & Proper Stacking at side. 7 Hiring Charges for Necessary T& P & equipage required for Installlation of Handpump , Tripod, bogey, cutter, wire rope, clamps, wooden plants loading arrangement T&P etc Complete. 8 Sinking of 150 mm Dia Bore hole by casing pipe method in all type of Soil Strata handling & Dismantling after completion of work also including all labour G.L TO 15 mB.G.L. 9 15 B.G.L TO 30 mB.G.L. 10 30 B.G.L TO 45 mB.G.L. 11 Lowering of PVC assembly comprising of pvc ribbed strainer 63 mm outer dia PVC pipe, 110x63 mm dia FRP reducer & 110 mm dia outer PVC pipe as per department Desing & Drawing Complete 12 Shrounding and Packing Pea-Graval/ Coarse send between borewell and PVC assembling before T&P etc requied for proper completion of the work 13 Extraction of Casing Pipe 150 m dia after Completion of lowring PVC pipe assembly including all labour T&P etc complete 14 Sealing of Strata by Bentonite 15 Dismantling of old assembly & re-installing of india Mark -II Hand pump assembly in 2 the PVCassembly as per instructions of Eng incharge etc complete. 16 Development of bore by pumping with pump are by manual back washing till the discharge is free from turbidity including hire charges of pumping equipment labour T&P etc 17 Discinfection of hand pump using Power chlorine compound including through cleaning of all exterior part of hand pump coming in contact with water also including supply of bleaching Powder, Proper Completion of the work. 18 Construction of 1.85 mtr dia circular Cement Concreate Platform in 1:2:4 proper compltion of the work. 19 Complete Testing of the Water 20 ADD G.S.T @ 18%
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Uttar Pradesh View Result →
18.
Drinking Water Supply and Sanitation #10546071 Price Bid
renovation Of Inlet Valves In Filter House And Scour System Of Clarifiers Of 2Nd 40Mgd Plant At Wazirabad Water Works. (Re-Invite) , Dismantling Of Inlet Gate With Its Related Mechanical Parts Like Guider Of Side, Flap, Spindle, And Other Items After Cutting Of All Rusted Nut Bolts With The Help Of Gas Cutter And Take Out The Gate With The Help Of Manual Labour And Material Handling Equipments. , Removing Of Old G.M. Ring And Making Of Seat For Fixing Of New G.M. Ring. The Job Includes Fitting Of New Ring And Machining For Polishing Cut. , Casting / Machining Of G.M. Ring As Per Sample. , Fabrication / Supply Of S.S. Spindle Of Size 50Mm Round Dia. And 900 Mm Long Alongwith G.M Nut. , Fabrication / Supply Of M.S. Coupler Of Size 80Mm Outer Dia And Making The Bore On Both Sides As Per Size Of Spindle. Making Holes Of Size 16Mm On Both Side Of Coupler For Fixing Of Pin. This Includes Machining Charge, Drilling And Grinding Charge. , Fabrication/Supply Of M.S. Housing Of En31 Material Of Size 175Mm Outer Dia., 75Mm Inner Dia. And About 600Mm Long. Making Of Seat For Fixing Of G.M. Bush At Both Side In Housing As Per Outer Dia. Of G.M. Bush. The Job Includes Casting / Machining Of G.M. Bush, Machining Charge, Fixing Of Pinion Shaft With 2 Nos. Bush. , Fabrication / Fixing Of Bevel Gear, Pinion Gear And Shaft By Casting And Machining And Making Bush Seat On Both Side Of The Shaft As Per Inner Dia Of Bush And Making The Key Way For Fixing Of Pinion Gear. , Repairing Of Both Guiders By Machining For Polishing Cut. The Job Includes Making Seat Of Guiders With Proper Alignment By Safer Machine And Grinding Machine. , Supply Of Nut Bolts As Per Site Requirement. , Supply Of Gm Square Bar Of Size 2.5X2 & 3X4Of Length 1 Meter Each For Gm Nut Making. , Supply Of Gun Metal Washer Of Good Quality As Per Direction Of Engineer Incharge. , Fixing Of Gate With Guiders And Its Other Related Dismantling Parts And Fabricated New Parts With The Help Of Necessary Tools & Tackles And Heavy Manual Labour And Material Handling Equipments. This Includes The Charge Of Miner Civil Work With Required Material.Also, Painting Of The Inlet Gate With Required Shade. , Transport Charges Of Repairable Materials And Fabricated New Parts, Tools & Tackles To & Fro. , Testing & Commissioning Of Inlet Gate For Any Leakages On Full Flow Of Water. , A: - Renovation Of Telescope Scouring Systemdismantling Of Upper Stand Of Telescope Scouring System Of Clarifier After Cutting/Opening Of Foundation Of Stand & Removing Of Bearing System From Top Taking Out Wheel From The Spindle Etc. , Safety Equipments Have To Be Arranged For The Workers As The Work Has To Be Done In The Telescope Scour Chamber. The Same Includes Loading, Unloading & Cartage Charges Etc. , Dismantling Of Existing Transmission System Responsible For Upward & Downward Movement Of Upper M.S Pipe Over The Ms Cup Shaped Pipe For Replacing Of Its Damaged Parts From The Telescope Scour Chamber By Going Down In The Telescope Scour Chamber With All Safety Measures. , Fabrication Of New M.S Pipe Of Approx. Size 1050Mm Long, 300Mm Dia & 8 Mm Thick. The Job Includes Making Provision For Smooth Flow Of Water From The Top Of Telescopic Pipe By Welding Of U-Channel On Top Of Pipe As Per Site Requirement. , Fabrication Of New Hanging Support Made Out From Ms Flat As Per Existing Design & Shape. , Making Fabrication Of New Threaded Spindle Made Out Of Ss304. The Size Of Spindle Is 1575Mm Long, 25Mm Dia Duly Threaded And Cutting Of Groove For Locking System In The Bracket For Free Movement Of Driving Wheel. , Making Fabrication Of M.S/C.I Wheel Along With G.M Nut Duly Threaded As Per Spindle Thread & Fixed In The Wheel For Smooth Functioning Of Telescopic Spindle. , Replacement Of Existing Damaged Angle/Channel From The Top Of Telescopic System Including Breaking Of Side Walls For Taking Out Existing One And Grouting Of New One For Tightening Of Holding Bracket Of Telescopic Spindle. , Making Fabrication Of Holding Arrangement For Operating Wheel & Spindle For Fixing On Top Of Telescopic System. , Replacement Of M.S/C.I Flange From The Top Of Existing Fixed Pipe Of Telescopic System Along With Rubber Sheet & Nut Bolts To Avoid Leakage From Inside The Pipe. , Making Fabrication Of New Ms Jall On The Top Of Telescope Chamber. The Dimension Of Jall Is 1050Mm X 2100Mm, Size Of Angle Across The Border 2” X 2” X 6Mm, Size Of Size Of M.S.Flat Is 40Mm X6 Mm. The Gap Between Two Consecutive M.S.Flat Should Not Be More Than 40Mm. The New Ms Jall Will Have A Provision For Flexible Window, Using Angle Of 2” X2 ” X 6Mm To Be Welded With Its Border.The Job Includes Required Minor Civil Work For Repairing Of Damaged Wall Of Telescope Chamber & Fixing Of Ms Jall Etc Includes Painting The Whole Jall With Black Enamel Paint. , Assembling & Fixing Charges Of All The Items Of Telescopic System Including Rectified Transmission System Responsible For Upward & Downward Movement Of Ms Pipe, Fixing Of Top Stand Of The Regulating System With Holding Bracket & Wheel Complete In All Respect. , B: - Renovation Of Scour Valve Regulating System Dismantling Of Upper Cone Of Sluice Valves Spindle After Removing Of Wheel From The Extended Spindle & Cutting Of Foundation Bolts Of C.I Taper Cone/ Brackets. , Working Platform Arrangement At Site Of Work This Includes Such As Plates, Balli, Jacks, Chain Block, Chains Etc To & Fro And Its Loading & Unloading Complete & Its Dismantling After Completion Of Work. , Going Down In The Scour Valve Chamber & Dismantling Of Existing Holding Systems Of Extended Shafts Removing Of Couplers From The Shaft, Removing Of Existing Brackets From The Shafts By Cutting Of Nut Bolts With The Help Of Gas Cutter Etc. , Cutting The Nut Bolts Of All The Flanges In Scour Chamber & Taking Out Complete Sluice Valve, Pipe & Other Specials With The Help Of Tri Pod Chain Block Arrangement & Heavy Labour Manual Arrangement For Taking Out All The Accessories From The Deep Scour Chamber. , Cutting The Nut Bolts Of All The Flanges Of Telescopic Pipe By Going Down In Telescopic Chamber & Taking Out Complete Pipe Line From The Chamber With The Help Of Tri Pod Chain Block Arrangement & Heavy Labour Manual Arrangement. , Cutting Of Bifurcation Wall Deep Inside The Scour & Telescopic Chamber For Taking Out The Damaged Bend Which Is Fixed In Between The Wall. Cutting Of Wall With The Help Of Electric Hammer & Manual Labour Arrangement. Taking Out The Waste & Damaged Bend From The Chamber. , Repairing Of Double Flange Non Rising Spindle Sluice Valve Of Size 250Mm. , Supply Of M.S.Pipe Of Size 250Mm Dia. 8Mm Thick. Make - Jindal/Tata , Supply Of M.S. Long Bend Of Size 250Mm Dia C-Class. , Supply Of M.S. Tee Of Size 250Mm C-Class. , Supply Of M.S.Flange For 250Mm Dia Pipe. , Repairing Of Double Flange Non Rising Spindle Sluice Valve Of Size 100Mm. , Supply Of M.S.Pipe Of Size 100Mm Dia C-Class. Make - Jindal/Tata , Supply Of M.S.Bend Of Size 100Mm Dia C-Class. , Supply Of M.S.Flange For 100Mm Dia Pipe. , Fabrication Charges Of M.S.Pipe Gap Pieces Of Different Sizes As Per Site Requirement By Welding Of Flanges In The Pipe For Fixing Of Sluice Valves & Other Specials In The Pipe Line Etc. , Fixing Charges Of M.S.Pipe & Specials In The Deep Scour Chamber By Fixing Of New Nut Bolts & Rubber Packing Sheet After Taking Down Sluice Valves & Other Accessories In The Deep Scour Chamber. , Fixing Charges Of Existing Telescopic Pipe Line After Fixing Of New Bend In The Telescopic Pipe Line In Place Of Damaged One. , Primer & Painting On Complete Pipe Line Includes New & Existing With Synthetic Enamel Paint.Make-Asian/Berger/Nerolac. , Making Fabrication Of Extended Spindle Of Size 6Mtr Long 40Mm Dia. , Making Fabrication Of Coupler For Joining Of Extended Spindle With Sluice Valve Spindle. , Making Fabrication Of Bracket Holders For Giving Support To The Extended Spindles. The Job Includes Fixing Of Brackets On The Scour Wall With The Help Of Heavy-Duty Fasteners. Fixing Of Ms Angle Support With The Wall For Holding Of Bracket For Free Movement Of Extended Spindle. , Required Civil Work For Repairing Of Broken Wall After Fixing Of Complete Pipe Line, Bend & Specials. The Job Includes Waterproofing The Same With Chemicals Etc. , Testing Of Complete System On Load. Job Also Includes To & Fro Transportation Of Tools & Tackles.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 2
19.
Communications and Information Technology  #10484969 Price Bid
E-Tender For Ofc Laying By Open Cast And Aerial Erection Method And Associatedworks For End To End Connectivity Under The Jurisdiction Of Ti ( South-2 ) Unit Under De / Ti ( South ) , Kolkata Telephones. ; 1 Ofc Laying At A Normal Depth Of 1.65 Mtr. With All Associated Works. 2 For All Types Of Soil Including Cutting Of Soft Rock And Brick Road Depth=165Cms ( This Standard Depth Should Be Obtained In All Possible Cases As Pernorms. ) 3 For All Types Of Soil Including Cutting Of Soft Rock And Brick Road Depth=100 Cms ( Only If Permitted As Per Dot Norms And Allowed By The Competent Authority ) 4 For Bituminised / Concrete Road / Footpath Depth=165Cms ( This Standard Depth Should Be Obtained In All Possible Cases As Per Norms. ) 5 Solid Laying With Cement Concrete ( 1:2:4 ) As Per Instruction Of The Competent Authority In Case Of Low Depth In Plain, Hard And Rocky Soil Where Depth Is Not Possible Including The Cost Of Materials ( Isi Marked Cement To Be Used ) . 6 Brick Soling, If Necessary Including The Cost Of Class And Brick 7 Laying, Jointing And Levelling Plb Hdpe Pipe ( 50Mm Dia ) In The Excavated Trench Including Pulling Of Standard Nylon Rope ( 4Mm Dia ) Into The Pipe Line With Sealing Of The Section Ends By End Caps As Perspecification. ( Excluding The Cost Plb Hdpe Pipe And Including The Supply Of Nylon Rope & Std. Socket As Per Specification For Connecting The Plb Hdpe Pipes ) .N.B.: The Item Includes Collection Of Plb Hdpe Pipes From Departmental Store And Transportation To The Work Site. 8 Laying, Jointing With Threaded Sockets And Levelling Gi Pipe ( 2 Inch Dia ) In The Excavated Trench Including Pulling Of Standard Nylon Rope ( 4Mm Dia ) Onto The Pipeline With Plb Hdpe Pipe Of 50Mm Dia Inserted Inside The Gi Pipewith Sealing Of The Section Ends By End Caps As Per DotS Specification. ( Including The Supply Of Nylon Rope & Excluding The Cost Ofplb Hdpe Pipe And Gi Pipes ) .N.B.: For This Item Plb Hdpe Pipes ( To Be Put Inside The Gi Pipes ) Are Not To Be Connected By Socket.The Item Includes Collection Plb Hdpe / Gi Pipes From Departmental Stores And Transportation To The Work Site. 9 Construction Of Guard / Retaining Wall To Provide Protection To Pipes ( Any Type ) On Slopes And Embankment Of The Ponds, Water Tank, Culvert, Bridges ( As Per Instruction On The Competent Authority ) Upto A Normal Depth Providing 15Mm Thick Layer Of Plaster ( 1:6 ) Surrounding The Brick Work ( Thickness Of Wall 25Cms, Ratio Of Cement Morter ( 1:6 ) .First Class Brick ( Picked ) And Isi Mark Cement To Be Used. ( Rate / Cubic Meter Includes Supply Of Brick, Cement, Sand Etc By Contractor ) 10 Pulling Of Optical Fibre Cable As Per Laying Standard Using Appropriate Means As Per Specification Through Plb Hdpe / Gi / Teflon Pipes.The Rate Should Include Digging / Reinstatement Of Manholes / Pits ( Required For Pulling The Ofc ) , Replacement Of Nylon Ropes, Cleaning Plb Hdpe / Gi Pipelines If Necessary And Covering The Cable By Split Plb Hdpe / Gi Pipes In The Manhole / Pits.This Items Will Be Applicable For Leading In The Optical Fibre Cable In The Telephone Exchange Also.The Items Includes Collection Of Optical Fibre Cable Drums From Departmental Store And Tansportation To The Work Site. 11 Laying Of Optical Fibre Cable Using Appropriate Means Through Existing Duct ( Including Pumping Out Of Any Accumulated Water And Cleaning Of Duct Pipes If Necessary ) . 12 Rate Per Welding Joint For Removing And Welding Manhole Covers Of Troughs / Ducts.-Dewelding 13 Rate Per Welding Joint For Removing And Welding Manhole Covers Of Troughs / Ducts.-Welding 14 Bridge Crossing-Laying, Jointing And Levelling Plb Hdpe Pipes ( 50Mm Dia ) In The Existing Through Of Bridges / Footpaths By Removing The Concrete Slabs Including Pulling Of Standard Nylon Rope ( 4Mm Dia. ) Into The Pipeline. The Work Is To Be Executed As Per The Instruction Of The Supervising Officer In The Site.On Completion Of Work Slabs Are To Be Set Into The Original Condition. ( Excluding The Cost Of Plb Hdpe Pipe And Including The Supply Of Nylon Rope & Standard Socket As Per Specification For The Plb Hdpe Pipes ) . 15 Bridge Crossing-Laying, Jointing And Levelling Gi Pipes ( 2 Inch Dia. ) In The Existing Through Of Bridges / Footpaths By Removing The Concrete Slabs Including Pulling Of Standard Nylon Rope ( 4Mm Dia ) Into The Pipeline With Plb Hdpe Pipe Of 50Mm Dia Inserted Inside The Gi Pipes.The Work Is To Be Executed As Per The Instruction Of The Supervising Officer In The Site.On Completion Of Of The Work Slabs Are To Be Set Into The Original Condition. ( Excluding The Cost Of Plb Hdpe Pipe And Gi Pipes And Including The Supply Of Nylon Rope ) . N.B.:For This Item Plb Hdpe Pipes Are Not To Be Connected By Socket. 16 Bridge Crossing-Fixing Of Gi Pipes ( 2 Inch Dia ) Connected In Tandem And Supported On Hangers, Brackets And Clamps Attached To The Outside Parapet Wall Railing Of Road Bridge At 1 Mtr Internal.Gi Pipes Are To Be Perforated Before Fixing And To Be Painted Black With ( Ici / Asian ) Synthetic Enamel Paints After Fixing Including The Supply Of Iron Nuts, Bolts, Clamps, Brackets, Hangers And Accessories Required For The Above Work.All The Materials To Be Coated With Red Oxide Followed By Black Painting ( Ici / Asian ) . N.B:The Item Includes Collectoin Of Plb Hdpe / Gi Pipes From Departmental Stores And Transportation To The Work Site. 17 Road Crossing Including The Following Items: Boring, Trenching, Concreting ( If Necessary ) Embedding Of Gi Pipes, Insertion Of Standard Nylon Rope At A Depth Of 1.65 Mtrs. And Reinstatement As Per Specification Excluding The Cost Of Gi Pipes. Proportional Rate Will Be Applicable For Depth Less Than 1.65 Mtrs. ( If Depth Of 1.65 Mtrs. Is Not Possible Then A Lower Depth Can Be Allowed Only With The Permission Supervising Officer In The Site. 18 Supply And Installation Of Al-Identification Collar ( As Per Specification ) With The Route Name Engraved On The Collar. 19 Supply, Fitting And Fixation Of Pvc Identification Collar Alongwith Tie ( As Per Specification ) With Bsnl Ofc Id Tag Engraved On The Collar. ( For Overhead Laying ) 20 Providing And Fixing Precast Rcc ( 1:2:4 ) ( With 4 No. 4Mm Dia Iron Rods Placed Vertically ) Joint / Root Indicators Per Specification Embedded 800 Mm In Earth At An Interval Of 200 Mtr. Throughout The Route As Per Direction Of The Executive Officer Of The Site.The Route Indicator Should Be Painted In Yellow And The Joint Indicator In Red. The Indicator Should Have Ofc / Ctd Engraved On The Top. 21 Construction Of Ofc Joint Chamber As Per Specification. 22 Suppiy And Installation Of Frp Manhole Of Size 900Mmx600mmx800mm Including Cover As Specified In The Of Cable Laying Practises Manual Of The Tender Document 23 Embedding Of Gi Pipe-Proposed Chamber To Chamber. 24 Embedding Of Gi Pipe-Proposed Chamber To Trough. 25 Lifting And Refilling Of Sand From P / C, M / H, Through C / J Chamber Etc. 26 Supply Of White Sand To Fill Up The Mh / Pc / Cj Etc. 27 Leading In Of Ofc From Main Road To Equipment Room:Horizontal Portion In The Ground Level: 28 Compound Pavement Cutting 29 Compound Tiles Cutting & Replacement With New One 30 Rcc Floor 31 Insertion Of Plp In Gi Pipe 32 Cutting Of Brick Wall For Insertion Of Gi / Plp & Restoration Of The Side Of The Hole Including Supply Of Necessary Materials. 33 Fixing Of Gi / Plb / Dwc ( Store Items ) With Iron Clamp Horizontally Through The Wall At Ground Level. Clamp To Be Supplied By Vendor 34 Supply And Fixing Of Pvc ( 1 Dia ) With Iron Clamp Horizontally Through The Wall At Ground Level 35 Vertical Portion Above Ground Level: 36 Gi / Dwc Blend - Long 37 Gi / Dwc Blend - Short 38 Nylon Rope Insertion Including Supply Of Materials 39 Gi / Plb / Dwc ( Store Spply ) Fixing With Iron Clamp Including Scaffolding Charges - 1St To 5Th Floor. Clamp To Be Supplied By Vendor 40 Gi / Plb / Dwc Fixing With Clamp Including Scaffolding Charges - 6Th To 14Th Floor.Clamp To Be Supplied By Vendor 41 Supply And Fixing Of Pvc Pipe ( 1 Dia ) With Iron Clamp Invertical Clamping 1St To 5Th Floor 42 Supply And Fixing Of Pvc Pipe ( 1 Dia ) With Iron Clamp Invertical Clamping 6Th To 14Th Floor 43 Where Riser Available - Fixing Of Plb In The Riser By Clamp / Hook -1St To 5Th Floor. 44 Where Riser Available - Fixing Of Plb In The Riser By Clamp / Hook - 6Th To 14Th Floor. 45 In Case Of Concealing Of Plp / Gi Including Plastering, Cementing As It Was Before. 46 Horizontal At The Roof Top: 47 Construction Of Brick Pillar Of Specific Size 48 Fixing Of Gi By Ms Clamp 49 Supply, Fitting, Fixing Of Pvc / Teflon Pipe On Iron Rack In Side Of Eqpt.Room Through Which Ofc Is To Be Pulled For Horizontal And Vertical Li Purposes. 50 Fitting, Fixing Ofplb Pipe On Iron Rack In Side Of Eqpt.Room Through Which Ofc Is To Be Pulled For Horizontal And Vertical Li Purposes. 51 Renovation / Relocation Of Different Items Related With Ofc Laying 52 Raising Of J / C By Constructing Brick Wall And Fixing Existing Angle Frame And Slab Cover Along With Net Cementing-1 To 8 Inch 53 Raising Of J / C By Constructing Brick Wall And Fixing Existing Angle Frame And Slab Cover Along With Net Cementing-9 To 12 Inch 54 Cost Of Cleaning J / C, Rearrangement Of Existing Cable Property, Checking Of Each Pipe, Including Lifting And Disposing Of Materials From J / C By Own Transportation. 55 Constructing, Fitting, Fixing Of Angle Frame Over Brick Wall Of J / C As Per Standard Specification Of Ofc Laying Tender. 56 Supplying And Fitting Of J / C Slab Cover Will Be As Per Standard Of Ofc Laying Specification. 57 Repairing Of Damaged Footpath With Existing Tiles Of Footpath. 58 Sloping Down Of J / C After Brick Working And Fitting / Fixing Of Angle Frame And Slab Cover On Brick Wall Of J / C-1 To 8 Inch 59 Sloping Down Of J / C After Brick Working And Fitting / Fixing Of Angle Frame And Slab Cover On Brick Wall Of J / C-9 To 12 Inch 60 Repairing, Plastering And Net Comenting Of Damaged Portion Caused Due To Water Pipe Inside The J / C. 61 Pit Repairing- Pucca Surface 62 Pit Repairing- Kacha Surface 63 Route Index Diagram-Supply Of Machine Generated Engineering Drawing Of Route Index Diagram Using Latest Software With Latitiude / Longitude Data In Hard As Well As Soft Copy. 64 Route Index Diagram-Supply Of Machine Generated Engineering Drawing Of Route Index Diagram Using Latest Software With Latitiude / Longitude Data In Hard As Well As Soft Copy. 65 Splicing Work Under Supervision Of Bsnl Officials.N.B: The Otdr & Splicing Machine Will Be Supplied By Bsnl.All Small Items Are To Be Supplied By Vendor 66 Splicing Of4f Ofc At Route Or Terminal 67 All Type Of Splicing Of 24F Ofc 68 Splicing Offirst 4F Ofc 69 Additional Splicing For Each Of The Remaining 20F In 24F Ofc 70 Splicing Of Fibres ( 48F Non Ribbon Type Ofc ) In Route Or Terminal Including Testing Of Fibres 71 Splicing Of First 4F Ofc 72 Additional Splicing For Each Of The Remaining 44F In 48F Ofc 73 Splicing Of Fibres ( 96F Non Ribbon Type Ofc ) In Route Or Terminal Including Testing Of Fibres 74 Splicing Of First 4F Ofc 75 Additional Splicing For Each Of The Remaining 92F In 96F Ofc 76 Splicing Of Fibres ( 48F Ribbon Type Ofc / 96F Ribbon Type Ofc ) In Route Or Terminal Including Testing Of Fibres For Full 48F / 96F Splicing. 77 Splicing Per Ribbon 78 In Case Of Single Fibre Splicing Of 48F Ribbon Type / 96F Ribbon Type 79 Additional Splicing For Each Of The Remaining Fibres In 48F Ribbon Type 80 Additional Splicing For Each Of The Remaining Fibres In 96F Ribbon Type 81 Recovery Of Empty Optical Fibre Cable Drum 82 Supply Of Post ( A4 B8 C8 ) With Sole Plate 83 Supply Of Post ( Gi ) Of 20Ft Length And 3 Inch Dia With Sole Plate. 84 Supply Of 4F Ofc Termination / Joint Box 85 Installation / Dismantling Of Termination Box With Fitting Materials And Arrangement Of Pigtails 86 Installation / Dismantling Of Fdf / Ddf Rack 87 Dismantling / Deloading Of Existing Fdf Rack, Transportation, Rack Lifting, Positioning At The Specified Location , Reinstallation Of Therackwith Fitiing Materials And Re-Arrangement Of Pigtails In Fdf After Splicing. Fitting Materials To Be Supplied By Vendor. 88 Dismantling / Deloading Of Existing Ddf Rack, Transportation, Rack Lifting, Positioning At The Specified Location , Reinstallation Of Therack With Fitiing Materials And Re-Arrangement Of Cu Cables As Per Requirement.Fitting Materials To Be Supplied By Vendor. 89 Installation Of New Fdf / Ddf Rack From Tp Store ( Transportation Plus Installation Including Fibre / Cu Cable Arrangement And Termnation ) . Fitting Materials To Be Supplied By Vendor. 90 Dismantling / Deloading Of Iron Structures, Transportation, Lifting, Positioning At The Specified Location , Installation Of The Iron Structures With Fitiing Materials . Fitting Materials To Be Supplied By Vendor. 91 Dismantling / Deloading Ofexisting Wire Rack, Transportation, Rack Lifting, Positioning At The Specified Location , Reinstallation Of The Wire Rack With Iron Structures And Fitiing Materials .Fitting Materials To Be Supplied By Vendor. 92 Installation Of New Wire Rack From Tp Store ( Transportation Plus Installation Including Fibre / Cu Cable Arrangement And Termnation ) . Fitting Materials To Be Supplied By Vendor. 93 Erection Of Post ( With Necessary Fittings ) With Rcc Base With Painting 94 Erection Of Post ( With Necessary Fittings ) Without Rcc Base With Painting 95 Pulling Of Optical Fibre Cable Other Than 4F Cable Aerially Including Necessary Fittings. 96 Pulling Of 4F Optical Fibre Cable Aerially Including Necessary Fittings. 97 Straightening Of Ofc Under Sagging And Binding With The Poles 98 Supply Of Stay Steel Wire ( 4 Mm ) With Insulation Coating 99 Supply Of Stay Stainer 5 / 8 Inch - 12 Inch. 100 Supply & Fixing Of Cable Binder Pvc Flexable Roll 101 Supply Of Cable Binding Collar ( 4Inch ) 102 Supply & Installation Of 33 Mm Diataflon Pipe ( Thickness 4Mm ) 103 Supply Ofporcilineinsulator With Accessories 104 Supply Of Pole Clamp With 30X30x06 Mm Angle Insulator ( 30 / 6 Mm Ms Flat ) Fixture, Nut-Bolt, Washer. 105 Recovery Of Aerially Erected Optical Fibre Cable And Rolling It In Cable Drum. 106 Renovation / Raising / Cleaning Of Existing Duct Manhole During Ofc Laying ( As Per Specification ) Including Supply Of Material 107 Road Cutting Vibrator With Generator 108 Lifting And Replacement Of Duct Manhole Slabs 109 Change Of Angle Frame ( 5X510Mm ) With Welding . 110 Raising Of Duct Wall ( Upto 6 ) With Concrete And Brick Including Materials 111 Duct Manhole Slab ( Standard Rcc ) Repair By Sand, Stone, Cement Rod, Ms Sheet With Labour Charges 112 Supply And Installation / Fixing Of New Duct Manhole Slab ( Rcc ) As Per Standard Specification-Size 2X1 113 Supply And Installation / Fixing Of New Duct Manhole Slab ( Rcc ) As Per Standard Specification-Size 3X1 114 Supply And Installation / Fixing Of New Duct Manhole Slab ( Rcc ) As Per Standard Specification-Size 5X1 115 Supply And Installation / Fixing Of New Duct Manhole Slab ( Rcc ) As Per Standard Specification-Size 6X1 116 Duct Manhole Cleaning - Lifting Of Mud / Soil / Garbage From Duct 117 Duct Manhole Cleaning - Mud / Soil / Garbage Disposal 118 E1 Wiring From Equipment To Ddf And Ddf To Tag Block Including Transportation 119 Supply Of Tag Block 128 Pin 120 Project Management Cost ( Pmc ) For Open Trench Method Of Ofc Laying Upto 1000M Length. Includes Liaisoning Worksand Getting Permission From Other Departments Like Pwd, Kmc, Municipality, Police Station, Water Supply, Cesc, Wbsedcl, Phe Etc And Liaisoning To Sort Out Objections From Local People.. 121 Project Management Cost ( Pmc ) For Open Trench Method Of Ofc Laying Of More Than 1000M Length. Includes Liaisoning Worksand Getting Permission From Other Departments Like Pwd, Kmc, Municipality, Police Station, Water Supply, Cesc, Wbsedcl, Phe Etc And Liaisoning To Sort Out Objections From Local People. ( Subject To Minimum Of Rs 30000 / - )
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 5
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20.
Housing Urban and Rular Development #10427022 Price Bid
Construction Of Sump Well Pump Room And Sitc Of Rotary Lobe Pump Sets Along With Related Eandm Equipments At Rahim Khan Road Nizamuddin East New Delhi Under Ser-1 Civil And Electrical Work-SH-I Pump Set WorkSupplying, installation, testing and commissioning of Positive displacement Rotary Lobe Pump for draining/dewatering of storm water/sewer water compatiblefor VFD (variable frequency drive) having minimum discharge 500 m3 /hr at 68Hz and 170 m3/hr at 25 Hz for 10 mtr. head and 5 mtr. suction Lift capacity complete withGeared Motorwith minimum power 45 kW/60 HP, 4 Pole suitable for operation on 415 Volt 50 Hzas per additional specification etc. as required. 2 Supplying, fabrication & installation of45KW VFD AUTO CONTROL PANEL made out of CRCA sheet steel of thickness 2mm for load bearing members, 1.6mm for non load bearing section with necessary stiffeners as required. 3 Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required: 4 250 m.m dia 5 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, Gl bolts, nuts, washers etc.as required: 6 250 m.m dia 7 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required: 8 40 mm dia 9 80 mm dia 10 250 mm dia (wall thickness 6.3 mm) 11 450 mm dia (wall thickness 7.0 mm) 12 Fabrication, Supplying, Installation Testing & commissioning of automatic motorised Mechanical Coarse Bar Screen Suitable for channel dimension:i) Channel width: 1000mmii) Channel Depth: 3500 mmiii) Water Depth: 1500 mmiv) Bar Spacing: 20 mmv) Bar size : 12X6X50 mm vi) Angle: 75 Degreevii) MOC: SS304 Peak Flow/ Screen: 27MLDi/c Supplying, Installation, Testing & commissioning of 1No relay based control panel made out of 2mm thick CRCA sheet for 2Nos. Mechanical Coarse Bar Screen & 1No.Belt Conveyor etc. complete as required. - 13 Supplying, Installation, Testing & commissioning of Differential Level Sensorcomprises of Two Ultrasonic Level Sensors and One Differential Transmitter for Mechanical coarse bar screenetc. complete as required. 14 Supplying, Installation Testing & commissioning ofBelt Conveyor of size 600 mm width and2000mm Length i/c accessories for screen etc. complete as required. 15 Supplying, Installation Testing & commissioning of Gate Assy FG A101 Cast Iron Side Wall Embedded Oen Channel Gate (101) Size: 1000(W) X 1000 (H) mm Suitable for 1.75 m Seating water head (From invert Level) , Flush Bottom Closure Arrangement , Manually operated, Close Top Frame Gate etc. complete as required. 16 Supplying, Installation Testing & commissioning of Ultrasonic Level Transmitter with 4 ANSI PP Flange etc. complete as required. 17 Supplying, Installation Testing & commissioning of Local Control Stations for Pump Motors having following accessories i/c making connections etc. complete as required:a)DP MCB, 10kA, C-Curve for Control, 6A;: 1 No.b)Ampere meter, SIF-96, CI-1, Aux Supply 230V AC; 4-20mA I/P;1 No.c)Indicating Light-RED for ON;1 No.d)Indicating Light-AMBER for TRIP;1 No.e)Push Button with 1 NO contact - GREEN for VFD START;1 No.f)Push Button with 1 NC contact - RED for VFD STOP;1 No.g)Push Button with 1 NC contact - Mushroom head RED;1 No.h)Thermistor Relay 252 PMTG;1 No.i)Control Terminals, 2.5 sqmm; 6A;22 Nos. 18 SH-II Diesel Generator SetSupply, installation, testing and commissioning of Silent Type, CPCB IV + emission compliants Diesel Generating set having Prime Power Rating of 200 KVA, at 1500 RPM, 0.8 lagging power factor at 415V suitable for 50 Hz, 3 Phase system & for 0.85 Load Factor with all necessary equipments and accessories and consisting of followings :(a)Diesel EngineDiesel engine 4 stroke water cooled, electric start, of suitable BHP at 1500 RPM suitable for above output of alternator at 40 degree C, 50 % RH & at 1000 meterMSL and conforming to BS 5514, BS 649, IS 10000(amended upto date), capable of taking 10 % overloading for 1 hourafter12hourofcontinuousoperation.Theenginewillbefittedcompletewithall accessories as per specifications .(b)Enginemountedinstrumentpanelfittedwithandhavingdigitaldisplayforthe following :-(i) Start stop switch with Key (ii) Water temperature indication (iii) lubrication oiltemperatureindication(iv)lubricationoilpressureindication(v) Batterycharging indication (vi) RPM indication (vii) Over speed indication (viii)Low lube oil trip indication(ix) Engine hour indication. 19 (c)AlternatorSynchronous alternator rated at 200 KVA, 415V, at 1500 RPM, 3 Phase, 50Hz, AC Supply with 0.8 lagging power factor at 40 Degree C, 50% Relative Humidity & at 1000m above MSL. The alternator shallbehavingSPDPenclosure,brushless,continuousduty,self-excitedandself-regulatedthrough AVR, confirming to IS: 4722 /BS : 2613suitable for tropical conditions and withF/H insulation.(d) Base Frame &foundation: Both the Engine & alternator shall be mounted on suitable baseframemadeofMSchannelwithnecessaryreinforcementwhichshallbeinstalledon suitablecementconcretefoundationandvibrationisolationarrangementasper recommendations of manufacturer.(e) Fuel Tank : Daily service fuel tank ofminimum 385 Ltr capacity fabricated out of 3mm thick MS sheet complete with all standard accessories and fuel piping between fuel tank & diesel engine with MS class C Pipe of suitable dia complete with valves, level indicators, and accessories as required as per specification.(f) Exhaust System : Dry exhaust manifold withsuitable exhaust residential gradesilencer . 20 (g) Starting system : 24V DC starting system comprising of starter motors, voltage regulator and arrangementforinitialexcitation,completewith suitableno. of batteries(25Plates,180 AmpsHour Capacitylead acid type) as required as per specification.(h) Acoustic Enclosure : Acoustic and weather proof enclosure with arrangement for fresh airintakeforcoolingoftheengineandalternator,extractiondischargeofhotairinto atmosphere as per specifications. 21 AMF Panel(i) Fabricating,Installation, Testing & Commissioningofautomaticmainsfailurecontrolincludingautobypasspanel,suitable for 200 KVAsilenttypeDGsetcompletewithrelays,timers,setofCTs,formeteringand protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, KVARH& Provision for overload, short circuit, restricted earth fault, under frequency, control cabling from AMF panel to Diesel Engine and elsewhere, if required, all complete and interlocking including the following :-(a) 3 nos. 400 A 36KA, 4 Pole with thermo-magnetic release double break MCCBwith O/L,S/C & E/Fprotection with Aux . And trip contact and shunt release.(b)Auto / manual /test/off selector switch.(c) 2 nos. over voltage relay, 2 nos. reverse power relay and 2 nos. under voltage relay.(d)1 no. Auto mains failure relay(e) 3 sets of current transformer15P 10 accuracy for protection andclass 1, 15VA class-Ifor metering and. AMF Relay.(f) Energy analyzer unit to indicate current, voltage, frequency power factor and KWH.(g) Indicating lamps for load on mains and load on set.(h) Fuse for instruments.(i) Battery charger, complete with all accessoriesand Ammeter,voltmeter etc. 22 (j) Supply failure& restoration timer(k) Main supply failure monitor(l) Control unit with three impulse automatic engine start/stop and failure to start lock out.(m) Impulse counter with locking and reset facility.(n) ON/OFF/Control circuit switch with indicator.(o)Aux. contactor 2NO+2NC(p) Audio/Video annunciation for :(i) High water temperature.(ii) Low lubricating oil pressure.(iii) Engine over speed(iv) Engine fails to start.(v) Full load/ Maximum load warning. 23 Main LT PanelSupplying, installation, testing & commissioning of LT panel of minimum front area 3.15 sq. mtr. and depth not less than 45 cm, made out ofCRCA Sheet Steel 2mm for section with necessary stiffeners as required. Free standing, self supported, floor mounting, single front, indoorinstallation, non draw out and compartmented. ISMC-100 fabricated channel frame with undrilled holes.Bottom with undrilled detachable 3mm gland plate as per order .Welding will be carried out with no external deposition of welded material in particular places and there will not be any gap between the welded materials.Siemens Grey RAL 7032CRCA Structures shall be pre-treated in seven tank chemical process, heated in baking oven.Minimum 60 micron of approved shade (RAL-7032).230V AC for Main LT Panel and Other Panels415+/- 5% , 50Hz+/-5%, 3 Phase 4 Wire 50KA – 1 Sec TPN Aluminum Electrolytic Grade ( E-91E) busbar shall be provided as per suitable sze, duly supported on SMC/DMC, busbar supports & insulated with color coded heat shrinkable sleeve. Power wiring will be through Vertical Bus -Bar and 1.1 KV grade PVC multistrand copper flexible cable . All control wiring will be done by 1.5 sq mm copper flexible PVC multi strand wire. CT wiring shall be carried out with 2.5 sq mm copper flexible PVC multistrand wire.1. All R,Y,B,N phases will be Red, Yellow , Blue & Black 2.All control wiring will be Grey colour. Earthing shall 24 be be with Green color wire.3.C.T. - Wiring through Red, Yellow, Blue, Black coloured wiring with shorting link type terminals.EPDM gasket provided at all joints, doors & covers to make panels dust & vermin proof (IP-52)Section-I(a) INCOMER :-1No. 4nos. 400 A 36KA, 4 Pole with thermo-magnetic release double break MCCBwith O/L,S/C & E/Fprotection with Aux . And trip contact and shunt release. Ics=100%Icu i/c extended rotary handle and spreaders and all required accessaries Digital 96 mm square flush pattern type Voltmeter (0-500 V) with selector switch & back up HRC fuses/MCBs … complete 1 set.Digital 96 mm square flush pattern type Ammeter (0-400 Amp)with selector switch and one set of 3 Nos. CTs of ratio 400/5A class 1 accuracy and 10 VA burden - 1 set.Indicating lamp On, OFF, TRIP /R/Y/B/Ready to close…complete 1set(b) 400 AOnload Change over SwitchIcs=100%Icu i/c extended rotary handle and spreaders and all required accessories- 1setIndicating lamp On, OFF, TRIP /R/Y/B/Ready to close complete 1set(c) OUT GOINGS:- 4Nos. 100A FP MCCB ( 25kA) with thermo-magnetic release i/cextended rotary handle & spreaders. Ics=100%Icu etc complete as reqd. 25 Digital 96 mm square flush pattern type Voltmeter (0-500 V) with selector switch etc complete 1 set.Digital 96 mm square flush pattern type Ammeter (0-400 Amp)with selector switch and one set of 3 Nos. CTs of ratio 400/5A class 1 accuracy and 10 VA burden - 1 set.Indicating lamp On, OFF, TRIP /R/Y/B/Ready to close…complete 1set3 Nos. 63A FP MCCB ( 25kA) with thermo-magnetic release i/cextended rotary handle & spreaders. Ics=100%Icu etcwith indicating Lamps complete as reqd. 26 SH-III EI Work Supplying & Laying of one number PVC sheathed XLPE insulated power cable of 1.1 KV grade of following size on cable tray as required. 27 3.5 x 240 Sq.mm XLPE Al Conductor Armoured Cable (clamped with 40x3mm MS flat clamp) 28 3 X 50 sq mm (clamped with 25x3mm MS flat clamp) 29 Supplying, Laying and fixing of XLPE insulated and PVC sheathed aluminium conductor armoured Power Cableof 1.1 KV grade of following sizes on wall surface etc. as required. 30 4X25 Sq. mm. (clamped with 1mm thick saddle) 31 Supplying & Laying and fixing of one number PVC sheathed XLPE insulated power cable of 1.1 KV grade of following sizedirect in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 32 3.5 x 240 Sq.mm XLPE Al Conductor Armoured Cable 33 Supplying and Laying of XLPE insulated and PVC sheathed Copper conductor armoured Power Cable of 1.1 KV grade of following size on cable tray as required. 34 4x4 Sq.mm. 35 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 36 3½ X 240 sq. mm (62mm) 37 3 X 50 sq. mm (32mm) 38 4 X 25 sq. mm (28mm) 39 Supplying and drawing following size of PVC insulated copper conductor multicore cable of following size on cable tray as required. 40 10 core 1.5 sq.mm 41 24 core 0.5 sq.mm 42 4 core 0.5 sq.mm 43 2 core 1.5 sq.mm 44 6 core 0.5 sq.mm 45 3 core 0.75 sq.mm 46 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 47 100 mm width X 50 mm depth X 1.6 mm thickness 48 450 mm width X 50 mm depth X 2.0 mm thickness 49 EarthingEarthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 50 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 51 Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode includingconnectionwithbrassnut,bolt,spring,washerexcavationandre-fillingetc.as required. 52 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 53 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode includingconnectionwithG.I.nut,bolt,spring,washerexcavationandre-fillingetc.as required. 54 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. asrequired. 55 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 modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. 56 Group C 57 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 58 3 x 4 sq. mm 59 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 60 25 mm 61 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. 62 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 63 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 64 4 way (4 + 12), Double door 65 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 66 Single pole 67 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 68 63 amps 69 Supplying, Installation, testing & commissioning of weather proof LED Corrosion resistant battentype LED fitting of following wattagewith IP65 body made out of polycarbonate housing & opal diffuser with better thermal managementCCT-5700°KLumen Efficacy ≥110 Lm/W Power Factor≥ 0.95, CRI≥70, with constant current driver etc. complete as reqd. 70 36 Watt (4 feet ) 71 SITC of 450 mm heavy duty Exhaust Fan 1400 RPMsingle phase 240 Volt 50 Hz in the existing opening, complete with heavy duty louver/ shutter i/c making the hole to suit the size of the above fan, making good the damages, connection, testing, commissioning & earthing etc. as required 72 SITC of 600mmwall mounted fan having 3 nos. of blades, 1440RPM etc complete as reqd. 73 SH-IV AMCAMC for pump sets, Motor control panel and other accessories starting after satisfactory completion defect liability period from date of completion and commissioning of the pumping system.Annual Comprehensive maintenance for all 3 Nos. Pump sets, Motor, VFD Auto control panel, Mechanical Course Bar Screen, Differential Level sensor, Ultra Sonic Level Transmeter, Belt conveyor, Gate assembly including all accessories and consumables etc. all complete and as per site requirement as per Engineer-in-charge. 74 For 1st Year (Free Maintenance period) 75 For 2nd Year 76 For 3rd Year 77 Comprehensive maintenance of 200 KVA Silent type DG Set with AMF Panel. Annual Comprehensive maintenance of 200 KVA DG set and its accessories with AMF Panel i/c repairing, servicing, cleaning, checking and Descaling with replacment of following consumable parts i.e oil filter, fuel filter, air filters, coolant, lube oil, coolant filter, battery water, V Belts and batteries etc. complete and as per site requirement as per Engineer-in-charge. 78 For 1st Year (Free Maintenance period) 79 For 2nd Year 80 For 3rd Year 81 Civil WorkDemolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 82 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 83 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 84 All kind of soil. 85 Filling available excavated earth (excluding 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 and for all lift. 86 Providing and laying in position ready mixed or site batched design mix cement concrete for plai plain 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 87 Concrete of M10 grade with minimum cement content of 220 kg /cum 88 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 89 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 90 Suspended floors, roofs, landings, balconies and access platform 91 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick 92 Edges of slabs and breaks in floors and wallsAbove 20 cm wide 93 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana / Ordinary Portland /Portland Slagcement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout 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 withminimum cement content of 330 kg /cum 94 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 95 Thermo-Mechanically Treated bars of grade Fe-500D or more. 96 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 : 97 Cement mortar 1:4 (1 cement : 4 coarse sand) 98 12mm cement plaster of mix 1:4 (1cement:4 fine sand). 99 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 100 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. 101 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 : 102 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre 103 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, 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 50 m :Ordinary roack 104 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 105 Providing and fixing soil, waste and vent pipes : 100 mm dia. : 106 Sand cast iron S&S pipe as per IS: 1729. 107 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 108 Circular shape 450 mm dia 109 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: 110 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 111 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: 112 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps 113 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.100 mm : 114 Sand cast iron S&S as per IS - 1729 115 Providing and fixing plain bend of required degree : 100 mm 116 Sand cast iron S&S as per IS - 1729 117 Providing and fixing single equal plain junction of required degree: 100x100x100mm, 118 Sand cast iron S&S as per IS-1729. 119 Providing and fixing terminal guard: 100mm : 120 Sand cast iron S&S as per IS:1729. 121 Providing and fixing collar:100mm : 122 Sand cast iron S&S as per IS:1729. 123 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : 124 100mm : 125 Providing and fixing trap of self cleanising design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100mm inlet and 100mm outlet : 126 Sand cast iron S&S as per IS:3989. 127 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. 128 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc : Externalwork : 129 25mm dia nominal bore. 130 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tees including cutting andthreading the pipe etc. complete : 131 25 to 40mm nominal bore. 132 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc : Externalwork : 133 32mm dia nominal bore. 134 Providing and fixing C.P. brass bib cock of approved quality confirming to IS :8931 : 135 15mm nominal bore. 136 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make confirming to IS:8931 : 137 15mm nominal bore. 138 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 139 25mm nominal bore. 140 Providing and fixing ball valve (brass) of approved quality, High or low pressure with plastic floats : 141 25mm nominal bore. 142 Providing and fixing brass ferrule C.I. mouth cover including boring and taping the main : 143 25mm nominal bore. 144 Providing and fixing unplasticised PVC connection pipe with brass unions : 45cm length : 145 15mm nominal bore. 146 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. 147 Providing and fixing PTMT grating of approved quality and colour : Circular type : 148 100mm nominal dia. 149 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 : E.R.W. tubes. 150 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 thejoints 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. 151 Size of tile600x600mm. 152 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.Single socketed pipes : 153 110mm diameter. 154 Providing and fixing on wall face unplasticised –PVC moulded fittings / accessories for unplsticised rigid PVC rain water pipes confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion : Bend 87. 5° : 155 110mm bend. 156 Providing and fixing on wall face unplasticised –PVC moulded fittings / accessories for unplsticised rigid PVC rain water pipes confirming to IS:13592 Type A including jointing with seal ring confirming to IS:5382 leaving 10mm gap for thermal expansion : Shoe (Plain) : 157 110mm Shoe. 158 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 159 Two or more coats on new work. 160 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 : 161 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 162 Providing and laying in position ready mixedor site batched design mix cement concrete for plain cement concrete work;usingcoarse aggregateandfine aggregate derived from natural sources and usingrecycled concrete aggregate (RCA)as coarse aggregate and fine aggregate within thepermissible utilization,PortlandPozzolana / Ordinary Portland/Portland Slag cement,admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concreteto improvedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering and finishingas per direction of the engineer-in-charge; for thefollowing 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 minimum specified 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 163 Concrete of M25 grade with minimum cement content of 300 kg /cum.(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 25% each). 164 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design: 165 With 20x20 mm square bar 166 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 167 450 mm dia Ductile Iron Class K-9 pipes. *For use of bigger dia. pipes other than 450mm, net difference in basic rate as per applicable DSR shall be reimbursed to the contractor. 168 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 and consisting of :(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) including applying of twice ( at base and top of mortar ) cement slurry @ 2.2kg/m2 (each time) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. 169 (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.Using rough kota stone. 170 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (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 coarse 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 : 171 Using rough Kota stone 172 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 173 Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse 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 fine sand ) complete : 174 Red sand stone slab40 to 50 mm thick 175 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 M.S. angels 40x40x6 mm for diagonal braces 176 40 to 50 mm thick 177 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, priming coat of approved steel primer, but excluding the cost of other fittings, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 178 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) 179 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 180 Made of G.I. wire of dia 4 mm 181 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 182 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) 183 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 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. 184 Modified estimated cost after using correction factor on DSR-2023 on account of GST @0.973 vide O.M. dated 08.08.2024.(i.e. 9720555 *0.973 = 9458100 185 Carrying out structural analysis and design of all civil work, Design of all E&M works, foundation and superstructure of work such as pump-room, UGT and Delivery line upto Barapullah Drainage etc. all complete and submission of input data, check print structural drawing, 6 Nos. prints with soft copy of analysis and drawings as per direction of Engineer-in-Charge by approved structural consultant agency. The profile of structural consultant shall be got approved from NIT approving authority. The structural design shall be comprehensive to enable easy servicing of pumps and other heavy equipment’s etc. possible. The Hydrological data shall be provided to the consultant for drainage design.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
21.
Power #10391462 Price Bid
Tender For Replacement Of 33Kv/132Kv/220Kv Equipments Like Circuit Breakers, Ct/Pt And Other Works At Different Substations Under Etd I Bareilly - Replacement of defective/damaged33KV/132KV/220KV EQUIPMENTS Installed at 220KV S/S C.B. Ganj, 132KV S/S Bareilly Town, 132KV Bareilly-II (Balipur), 132KV S/S MEERGANJ, 132KV S/S Faridpur & 132KV S/S Richha. 2 Dismantling of 220kv CT/PT from structure including shifting to storage places after opening of jumper and disconnection of earthing and connection of cable ( 01 job for each CT/PT) 3 Erection of new 220kv CT/PT on structure including shifting of CT from store, connection of earthing with exiting MS flat at designated place and connectionof control cable as per technical specification ( 01 job for each CT/PT ) 4 Dismantling old/damaged 145 KV CT/PT at various substations under ETD I bareillyby openingJumpers,cable terminations and associated earthing strips. Work also includes shifting of the old/damaged dismantled CTs from site to store. 5 Erection of 145 KV CT/PT at various substations under ETD I bareilly as per instruction of concerned JE/SDO including shifting of equipment from store to erection site includingall other associated work to complete the job satisfactorily 6 Dismantling of 33KV Damaged/Defective VCB after removal of both side jumper and earthing , including shifting of dismantled VCB from switch yard to storage place/store room. 7 Modification of 33KV VCB foundation as per site requirement/as per manufacturing drawing or as per direction of supervising Engineer . 8 Erection of new 33KV VCB in proper alignment and cable Termination of circuit breaker as per logic for tripping /closing / spring charging / indication / supervision ckt with proper ferruling and checking out of breaker operation from Local / remote, including earthing and connection of both side jumpers andworks related to complete the erection work. All required T&P, skilled labours, crane/Hydra etc. shall be arranged by the contractor at his own cost. 9 Loading of various equipments like CT,PT,LA,PANELS,CB of different ratingswith the help of manual labour / Hydra and safe transportation of above equipments between substations under division (distance under 70 kms)with the help of private vehicles and also safe unloading of above equipmentswith the help ofmanual abour/Hydra.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Uttar Pradesh View Result →
22.
Drinking Water Supply and Sanitation #10370616 Price Bid
tender for Etmadpur Nagar Palika Parishad Water Supply Scheme, Survey, Soil investigation, Design, Supply of all materials, labour, T&P etc. required for construction, erection, completion, testing & commissioning of water supply works such as RCC OHTs, ZPSs/CWR cum Pumping Station, Rising main, Feeder main, Distribution System, SCADA Room, Chlorination room, Meter Room, Panel Room, Boundary Wall & Site development works etc. and other appurtenant works including SCADA and Automation as per specifications in tender document for Etmadpur Nagar Palika Parishad Water Supply Scheme. The scope of work also includes trial run of 3 months & defect liability period of 12 months for Civil works & 24 months for E/M works after completion of successful trial run. All completed and commissioned workunderEtmadpur Nagar Palika Parishad Water Supply Scheme shall be hand over to Nagar Palika Parishad Etmadpur, District-Agra after 3 month successful trial run period. Sl. No. Item Description 1 Design, Supply of all materials, labour, T&P etc required for construction of Intz type RCC Over Head Tank including various works like - Ventilator and Water level indicator, Lightening conductor, C.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and Valve Chamber, Bye-pass arrangement of OHT, Flooring withApran & Drain( min.100 mm thick PCC of 1:2:4 & 100 mm thick RCC of 1:1.5:3 with nominal reinforcement), Floor level shall be 60 cm above the finished ground level of Campus, Three coat apex painting over one coat primer of approved colour after finishing of RCC surface with grinder, repair of pin holes, unevenness., Railings- G.I. Pipe railing around stair case (both sides), balcony & top dome periphery, S.S ladder from opening of top dome to bottom dome, Stair case (Seperate two column basedRCC staircase and 1 m wide balcony with arrangement of M.S Gate and Jali for 600 KL OHT & 1.0 m wide stair case around OHT column for 250 kl OHT), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under:For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm.Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. 2 OHT of 600 kl capacity, 24 m stagingNai Basti Water Supply Zone-I 3 OHT of 250 kl capacity, 24m stagingIOCL Water Supply Zone-III 4 Design, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house including various works like 1 m wide stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, stainless steel railing over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity mentioned as under:Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL. 5 750 KL Zonal Pumping Station for Zone- I, Zone- II& Zone-III 6 Construction of Meter Room as per type design (Size - 4m x 4m x 4m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 7 Construction of Panel Room as per type design (Size - 5m x 5m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 8 Construction of Chlorinating Room as per type design (Size - 6m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 9 Construction of SCADA Control Room as per type design (Size - 10m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. 10 Supply of ISI mark DI K-9 and K-7 S&S pipes (push on joints) of following class and diameters inclusive of jointing material (Rubber gasket of EPDM Quality, Bend, Tee etc.) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 11 D.I. Pipe Class-K9 12 300 mm dia 13 200mm dia 14 250mm dia 15 150mm dia 16 D.I. Pipe Class-K7 17 200 mm dia 18 250 mm dia 19 300 mm dia 20 350 mm dia 21 400 mm dia 22 Supply of High Density Polyethelene Pipes (HDPE(PN-6)/PE-100), conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths with nesessary jointing material like electro-fusion coupler, electro-fusion Tee, electro-fusion band, electro-fusion reducer, flanged joint, including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains, etc. complete as directed by Engineer –in-charge. 23 110 mm (HDPE(PN-6)/PE-100) 24 140 mm (HDPE(PN-6)/PE-100) 25 160 mm (HDPE(PN-6)/PE-100) 26 Earth work in excavation for pipeline trenches in following type of soils with lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. 27 In ordinary soil 28 0 -1.5 29 Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7/ D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 30 D.I. Pipe Class-K9/K7 31 400 mm dia 32 350 mm dia 33 300 mm dia 34 250mm dia 35 200mm dia 36 150mm dia 37 Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. 38 110 mm (HDPE(PN-6)/PE-100) 39 140 mm (HDPE(PN-6)/PE-100) 40 160 mm (HDPE(PN-6)/PE-100) 41 Supply of following types of D.I. valves confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality, dismantling joint or mechanical joint, Nut & Bolts etc.) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 42 Electrically Operated DI D/F Sluice valve, PN 1.6 43 300 mm dia 44 Manually Operated DI D/F Sluice valve, PN 1.6 as per IS 14840 : 2000 45 125 mm 46 150 mm 47 200 mm 48 250 mm 49 100mm dia for Scour valve 50 Air valves as per IS 14845 : 2000 including Sluice valve of Isolation 51 50 mm 52 80 mm 53 100 mm dia 54 Fire Hydrant as per IS Code 908 : 1975 55 80 mm 56 Carting, lowering, laying, aligning, fixing in position and installation of following valves in pipe line including all material, labour, testing and commissioning as per direction of Engineer-in- charge. 57 Double flanged Ductile Iron Sluice valves as per IS 14840 : 2000 58 125 mm dia 59 150mm dia 60 200 mm dia 61 250 mm dia 62 300 mm dia 63 100mm dia for Scour valve 64 Air valves as per IS 14845 : 2000 65 50mm to 80 mm dia 66 100 mm dia 67 Fire Hydrant as per IS Code 908 : 1975 68 80 mm dia 69 Supply of all materials, labour, T&P etc required for construction of brick masnory chambers for valves mentioned below. It includes excavation, 100 mm thick PCC, brick work in 1:6, 12 mm thick plaster in 1:4 and precast RCC (M20 grade) slab of thickness 200 mm as per the directions of Engineer-in- charge. 70 Sluice valve Chamber 71 100mm to 250 mm(Size-1.3mx1.4mx1.625m) 72 300mm dia to 400 mm dia (Size-1.5m x 1.7m x 2.1m 73 Air Valve Chamber (Size-0.8m x 0.8m x 0.8m) 74 Scour Valve Chamber (Size-1.3m x 1.4m x 1.625m) 75 Fire Hydrant Chamber 76 Dismantling of following type of road surfaces for laying of pipe line and house connection work including sorting out of serviceable materials and disposal of unserviceable materials including supply of all materials, labour, T&P etc. required for proper completion of the work.The rates of dismantling of roads as mentioned below for different types of roads include the cutting of existing thickness of road either single or multiple layer of roads. No extra payment shall be made to the contractor for cutting multiple layers of roads. 77 Bituminious Road 78 Cement Concrete Road 79 Interlocking Tiles Road 80 Brick on edge Road (BOE) 81 Re-instatement of following type of road surfaces after laying of pipe line and house connection work including supply of all materials, T&P etc. requuired for proper completion of the work as per direction of engineer-in-charge. The quantity of re-instatement has been increased by thirty percent in the view of additional damaged of dismantled road due to traffic / vehicle movement. 82 Bitumen roadTYPE AConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-GSB G-1 (One coat) (90-40 mm) = 12.5 cmG -2 (one coat) (45-63 mm) = 7.5 cmG - 3 (one coat) (22.5 - 53 mm) = 7.5 cmBM (One coat)= 7.5 cmSDBC (One coat)= 2.5 cm 83 TYPE BConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Bitumen Road (SDBC + Tack coat)SDBC (One coat)= 2.5 cmTack coat with bituminous emulsion (MS)= 0.25 kg/sqm(30% consider for over dismantling of existing road) 84 Cement Concrete RoadConstruction of Cement Concrete road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:3:6 (cement, coarse sand & stone ballast of 20-40 mm) CC =100 mm, 1:1.5 :3 (cement, coarse sand & stone ballast of 16-20 mm) 85 C.C. Interlocking Tiles Road Type AConstruction of 80 mm tihck C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 30mm to 50mm thick local sand lair for preparation of surfaceTiles = 50% new + 50% old 86 BOE (Brick on Edge) RoadConstruction of BOE road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Ist class brick shall be used for reinstatement of BOE road.Brick = 50% new + 50% oldSand =15mm to 25mm thick local sand layer for preparation of surface 87 Providing and laying in position reinforced cement concrete (mix 1:2:4) for construction of thurst block at bends of feeder main, rising main & distribution system including batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material and labor, tools and plants required with transportation, loading, unloading,etc., complete for all leads and lifts etc required for proper completion of the work. 88 Providing H.Y.S.D steel reinforcement for reinforced cement concrete work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining member wherever necessary as per design, including cost of materials and labor complete as per drawings. 89 Supply of all materials, labour, T&P etc. required for construction of following masonry type chambers as per type design. 90 Flow Meter Chambers 300mm dia to 400 mm dia (Size-1.7m x1.5m x 1.5m) 91 Disposal of surplus earth /unserviceable material, by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 92 Supply of all material including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, laying and installing MS casing and carrier pipe crossing the National Highway and other roads for following sizeswith trenchless technology by to correct line and level. The rate to include construction and removal of any jacking platforms, boring and jacking of pipe, removal of excavated material, jointing of casing sections, radiographic testing of joints, internal coating of casing pipe, providing HDPE spacers between the casing and carrier pipes, excavation of jacking and receiving pits, MS shoring/ shuttering, dewatering, 35 cm thick protection brick wall surrounding the pits for protection from entry of waste water of nearby drains, rain water or unwanted material for safety purpose, and backfilling of same to 95% of the standard Proctor density, etc., as indicated in the drawings and specifications.It includes supply ofM.S. pipe with approved quality material from TATA/SAIL, epoxy coating in 300 micron thickness on both in and outside, welding material etc. After successful completion of laying, contractor shall fix blind plate at both the flanged ends of carrier pipe with rubber gasket, nut-bolts. After completion of aforesaid activities, contractor shall dismantle the shoring/shuttering taking all measures in consideration for safety, filling of earth in both pits in layers duly compacted up to 95% of density, filling of local sand in 1.0 m thick layer below the road surface. For safety caution/ diversion board with reflectors, caution tape, red blinker lights for night, hard baricading, traffic diversion, drainage diversion and pumping if required and other necessary arrangements for proper completion of the work up to the satisfaction of Engineer-in-charge. 93 For 300 mm dia of Feeder MainCasing Pipe - 500 mm dia MS Pipe (10 mm thick)Carrier Pipe - 300 mm dia MS Pipe (6 mm thick) 94 For 150mm dia of Rising Main (Zone-III):-Casing Pipe - 400 mm dia MS Pipe (10 mm thick)Carrier Pipe - 150 mm dia MS Pipe (6 mm thick) 95 Repairing / Shifting of existing water supply house connection due to falling in alignment of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work. 96 Provision for crossing of Nalas for laying of pipe line using HDPE casing pipe of suitable dia. and length including labour, T&P, necessary arrangement for diversion & pumping of water if required, barricading etc required for proper completion of work as per directions of engineer-in-charge. 97 0.3 - 0.5 m (Clear span) 98 0.5 - 1.0 m (Clear span) 99 1.0 - 1.5 m (Clear span) 100 1.5 - 2.0 m (Clear span) 101 Repairing of drain/ public ramp/other miscellaneous structures which are coming in alignment of pipe line and damaged during the laying of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work. 102 Brick masonry in cement mortar 1:4 103 12mm thick plaster in cement mortar 1:4 104 RCC M-20 (including MS work) 105 Providing and making water supply house connection from distribution pipe line of following diameters using 20 mm dia pipe (HDPE pipe (PE 100/ PN 12.5) below ground and medium class GI pipe above ground), saddle (electro-fusion tapping saddle for making connection with HDPE distribution pipeline, DI strap saddle, ferrule,for making connection with distribution pipeline other than HDPE), compression fittings (FTA, MTA etc.), ball valve, specials, including supply of all materials, labour, T&P etc. required for proper completion of the work. It also includes excavation, refilling of pit required for making house connection. 106 For 110 mm dia 107 For 125mm - 160mm dia 108 For 180 mm - 250mm dia 109 Construction of compound wall comprising of RCC Columns @ 3.0m c/c distance with beam at plinth and top, brick work in 1:4 of as per type design including supply of all material, labour, T& P etc complete. 110 Supply and fixing 3.60 m wide MS main gate & 1.0 m wide a wicket gate with RCC Columns as per type design & drawing including primer and painting, meterial, labour, T&P etc all complete. 111 Providing and laying in position reinforced cement concrete (mix 1:2:4) for construction of drain, size 250 mm x 250 mm, over PCC 1:4:8, including batching, mixing, placing, vibrating, curing, formwork, finishing,including cost ofall material and labor, tools and plants required with transportation, steel,loading, unloading,etc., complete for all leads and liftsand as per specifications etc required for proper completion of the work. 112 Construction of following types of Road/ flooring for development of CWR / OHT campus required as per site condition 113 C.C. Interlocking Tiles Road Construction of C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 50 mm thick local sand lair for preparation of surfaceTiles = 100% new Note : 100 mm thick rubber moulded interlocking tile shall be used for construction of interlocking tile road. 114 Repair of old OHT, Seepage, Water Proofing works, Indicator board, Lightening Consductor, Manhole etc. All tank related works as per direction of Engineer in Charge. 115 E&M Works 116 Providing, erecting, commissioning and giving test and trial of Clear Water VT pumps , water lubricated type and having following duty point,operating speed including providing and fixing ISMB grating etc, including Vertical hollow /solid shaft squirrel gauge induction motor (IS 325) of rating suitable for the above pumps continuous rated TEFC/ SPDP type with class F insulation for operation in AC 3-phase/ 50Hz (+/- 5%), 415 volt (+/- 10%)running with the speed of pump noted above and with inbuilt thrust bearing assembly capable of taking of the entire load and non reverse ratchet assembly etc complete. The motor rating noted above is the minimum and shall be such that it should never be overloaded when the pump works at the MWL condition and shall be 10% over and above the maximum HP absorbed by the pump. The motor offered should be energy efficient to have maximum efficiency at high powerfactor. Separate thrust bearing assembly could also be supplied to takeup the down load. 1500 RPM as per detailed specifications. 117 Etmadpur Zone-I :- Q= 1280 LPM, H=37m with suitable motor HP 118 Etmadpur Zone-II :- Q= 2500 LPM, H=34m, with suitable motor HP 119 Etmadpur Zone-III :- Q= 480 LPM, H=36m, with suitable motor HP 120 Providing, erecting, commissioning and giving test and trial of Horizontal split casing centrifugal booster pump motor set suited for variable frequency drive to regulate the discharge as per demand. 121 Etmadpur Zone-II Booster Pump : Q= 7700 LPM, H=5m, with suitable motor HP 122 Supply of double flangedDI short body pattern butterfly valvewith electrical actuator having integal starter and related hardware, including chair support, etc., conforming to IS 13095/BS EN 593, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications . 123 Etmadpur Zone-I :- 150 mm 124 Etmadpur Zone-II :- 200 mm 125 Etmadpur Zone-III :- 100 mm 126 Etmadpur Zone-II Booster Pump : 400 mm 127 Supply of double flanged,DI, short body sluice valves with electrical actuator having integal starter and related hardware conforming to IS 14846, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications .Common Header in mm 128 Etmadpur Zone-I :- 200 mm 129 Etmadpur Zone-II :- 250 mm 130 Etmadpur Zone-III :- 150 mm 131 Etmadpur Zone-II Booster Pump : 400 mm 132 Supply of flanged DI Kinetic air valve including isolated sluice valve and related hardware conforming to IS 14845 / C512, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications .Common Header in mm 133 Etmadpur Zone-I :- 80 mm 134 Etmadpur Zone-II :- 80 mm 135 Etmadpur Zone-III :- 80 mm 136 Etmadpur Zone-II Booster Pump : 80 mm 137 Supply of dismantling joints and related hardware, including transportation to site, loading, unloading, storage, guarding, and issuance to works as per specifications . 138 Individual Header, mm 139 Etmadpur Zone-I :- 150 mm 140 Etmadpur Zone-II :- 200 mm 141 Etmadpur Zone-III :- 100 mm 142 Commonl Header, mm 143 Etmadpur Zone-I :- 200 mm 144 Etmadpur Zone-II :- 250 mm 145 Etmadpur Zone-III :- 150 mm 146 Etmadpur Zone-II Booster Pump : 400 mm 147 Providing and supplying ISI mark DI D/F reflux valves (non-returnvalves ) of following dia including all railway freight, inspection chargesunloding from railway wagon,loading into truck, transportation upto departmental stroes/ site,unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I(1984). 148 Etmadpur Zone-I :- 150 mm 149 Etmadpur Zone-II :- 200 mm 150 Etmadpur Zone-III :- 100 mm 151 Etmadpur Zone-II Booster Pump : 400 mm 152 Providing, errecting, commissioning and testing of non clog sump pump motor set havingpump discharge capacity of 30 LPS raw water with silt and mid at a total head of 30m with piping and other necessary arrangements. 153 Q=30LPS, H=30mwith suitable motor HP 154 Providing, fabricating, testing, transporting, and handling mild steelpipes and bendsas per IS 5504, IS 3589 and the specifications and drawings.The rate to include transportation of pipes to site, loading, unloading, storage, guarding, and issuance to works as per specifications. The rates shall be inclusive of Collecting materials from storage, loading, transporting, unloading, laying and jointing/welding pipe connections to correct line and level as per the specifications and drawings.The rate to includehoisting, lowering, marginal cutting wherever necessary, assembling, providing supports, thrust blocks, anchor blocks etc., as per specifications and drawings.The rate also includes testing of field joints . The rate shall also inclusive of internal and external epoxy coating and lining for corrosion protections as specified in the Specifications. 155 Indivisual Header, mm 156 Etmadpur Zone-I :- 150 mm 157 Etmadpur Zone-II :- 200 mm 158 Etmadpur Zone-III :- 100 mm 159 Commonl Header, mm 160 Etmadpur Zone-I :- 200 mm 161 Etmadpur Zone-II :- 250 mm 162 Etmadpur Zone-III :- 150 mm 163 Etmadpur Zone-II Booster Pump : 400 mm 164 Supply and errection of new Electrical Operated Crane (EOT) with chain pulley block complete3T and above 8 m upto 10 m span 165 Providing and supplying ISI mark Electromagnetic Flow meter of following dia including all railway freight, inspection charges unloading from railway wagon, loading into truck, transportation up to departmental stores / site, unloading, stacking etc. complete.Commonl Header 166 Etmadpur Zone-I :- 200 mm 167 Etmadpur Zone-II :- 250 mm 168 Etmadpur Zone-III :- 150 mm 169 Spetials, fittings, gauges, Saddle,Nuts Bolts washers etc, cost, Work includes making connection with existing pipes etc 170 Etmadpur Zone-I 171 Etmadpur Zone-II 172 Etmadpur Zone-III 173 Etmadpur Zone-II Booster Pump 174 SITC of SCADA Automation compatable Hypochloride dosing system -2 tanks of 1500 lt ,Diaphragm pump- 2 no,VFD , Control panel with all necessary allied works complete in all respect. 175 Designing, supplying, installing, commissioning and testing of pilot operated hydraulically controlled Flow limiting cum Altitute Control Valve for ESR Inlet with level controlling and flow limiting application which maintains aconstant downstream rate of flow. Also, closes on high reservoir level (FSL). opens when reservoir level drops with fixed set points inclusive of all accessories like integral Float arrrangement pressure gauge etc. complete as per specification. 176 Etmadpur Zone-I :- 200 mm 177 Etmadpur Zone-II :- 250 mm 178 Etmadpur Zone-III :- 150 mm 179 Electrical Works 180 Arrangement of 11 kV power suppy at Pumping Stationsincluding 11kV outdoor substation, pole structure, metering room, LA, CT, PT, disconnector, fuse, ACSR conductor, pin & disc insulators, indoor and outdoorCable Termination with heat Shrinkable jointing kits with all accessories including Lugs suitable as required as accepted standard complete, clamp & connectors with metering unit including steel structure as applicable as per approved single line diagram 181 Design, Supply, Installation, Testing and Commissioning of 11kV indoor HT Panel as per approved single line diagram pumping StationsIncommer Feeder- 01 No. - 3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary relay etc.C.T.ratio suitable rating Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-100A& volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC.Outgoing Feeder- 02 Nos. - Outgoing feeder control panel equiped withtriple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc.C.T.ratio suitable rating, Class-1 for measurement core & 5P10 for protection core. 182 Design, Supply, Installation, Testing and Commissioning of 110V Ni-Cd battery, battery charger & DC distribution board and accessories suitable for above HT Panel. 183 Design, Supply, Installation, Testing and Commissioning of oil immersedOutdoor type Power distribution transformer 11/0.433 KV rating 100 KVA double wound with copperwinding, Level-2 or 3, vector group dyn 11, ONAN with offload tap changer operated for voltage variation + 5.0 % to - 10% at 07 tap positions in step of 2.5% complete with standard fitting & accessories complete in all respect. 184 Design, Supply, Installation, Testing and Commissioning of 415 V, Indoor Switch board PMCC panel (including 6 soft starters 2VFD, Lighting and Power arrangements) with neccessory and suitable rating of breaker, current transformer, ammeter, voltmeter, power factor meter, surg arrestor relay, UV / OV relay, frequency meter etc complete with all required material in all respect at Etmadpur CWR Pumping Station 185 Design, Supply, Installation, Testing and Commissioning of 415 V, APFC panel of suitable rating complete with required APFC relay and capacitor bank complete. 186 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, and necessary accessories - external lighting 187 Complete lighting system including energy efficient lighting fixtures, lighting poles, wires, conduits, cables, utility sockets (3ph and 1ph.) and necessary accessories - internal lighting 188 Complete earthing / lightning protection system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 189 Complete cabling system with LV power and control cables, cable trays, route marker, steel structure for cable trench, pipes and accessories 190 Complete cabling system with HV power and control cables, cable trays, route marker, steel structure for cable trench, pipes and accessories 191 Start stopPush Button Stations 192 AUTOMATION WORKS: Installation of Instrumentation and Control Equipment including, but not limited to, safe storage, protection, civil works, erection, installation, testing and commissioning required to complete the Works in all respects for the following equipment: 193 CE & UL approved manufacturers RTU/PLC suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified for each tubewell & CWR to store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations as specified in tender technical specification sheet including Control panel with IP 54 protection industrial grade for all equipments (Separate for control (24 V) and power equipments) with CE / UL approved manufacturer’s Surge protector for Control Panel and CE / UL approved manufacturer’s 7 HMItouchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters as specified in tender technical specification sheet . 194 GSM/GPRS based wireless communicationmodem for RTU/PLC capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant as specified in tender technical specification sheet. 195 CE / UL Certified 3 KVA UPS with batteries as per specification mentioned in technical bid documents. 196 CE/UL approved manufacturers Intelligent smart energy meter with memory real time clock and 1 serial port integrated with R.T.U. as per spec mentioned in technical bid documents for all pumps. 197 CE / UL approved manufacturer’s Radartype Level Transmitter for CWR as specified in tender technical specification sheet 198 CE / UL approved manufacturer’s Pressure Transmitter in main header line of Pump as per specifications specified in tender technical specification sheet. 199 CE/UL surge protector for control panel 200 CE/UL Certified 7 HMI Touchscreen suitable to commuticate with PLC / RTU for loac display and control of process parameter. 201 Completecontrol cable of all equipments at ZPS 202 Control Panel with IP54 protection Indsutrial grade for all equipmets seprate for control (24 Volt) and power equipment. 203 Complete instrumentation earthing system including earth electrode, earth strip, wires, junction box for test links, treated and non-treated earth pits, etc. with necessary accessories 204 Security Surveillance IP Camera with Recorer 205 Instaallation, Testing & Commissioning 206 Trial Run for 3 Month 207 Automation of OHT 208 CE / UL approved manufacturer’s Radartype Level Transmitter for Overhead tank as specified in tender technical specification sheet 209 Motor operated Actuator for OHT delivery Valves DN 450 mm or suitable to OHT outlet dia 210 Complete cabling for OHT including all power and control cable of all equipments at OHTs.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
23.
Housing Urban and Rular Development #10285267 Price Bid
Tender For Levelling Of Ghoghla Blue Flag Beach Ground Including Machineries, Equipments And Other Allied Works Related To Beach Games At Ghoghla, Diu-Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(A) By manual means in area of light jungle 3 Providing grading, Leveling, watering etc. complete in all respect as per requirement and good engineering over existing soil/sand area etc., with Dozer or Grader or Equivalent Machineries as per requirement to be approved by Engineer-in-charge. (Excluding of All Taxes) 4 Scraping oil paint from steel and other metal surface and making the surface even (with Hand Scraping.) 5 Providing and laying 8mm to 10mm thick mirror polished granite flooring using granite tiles of size 30cm x 60cm or as directed over 30mm (Ave.) base of cement mortar 1:6 (1 cement : 6 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete. (Excluding of All Taxes) 6 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete 7 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including throughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth. 8 Providing and fixing single layer waterproof gypusm board 12.5 mm thick of the make Newgood Group Co. Ltd. or equivalent & Newgood Group Co. Ltd. company sections using waterproof board of size 1220 mm x 1830 mm x 8.0 mm suspended by G.I suapender of size 25 mm x 3 mm with intermediate channel of size 18 mm x 40 mm x 0.80 mm at 1220 mm center to center ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm center to center and perimetre chanel A of size 20 mm x 27 mm x 30 mm x 0.50 mm at edges & drops including paper tap sand sofit cleat, anchor fastener, scoch bolt connecting cleat joining compound top coat on ceiling including making necessary opening for light fitting, diffuser etc. complete as per detail drawing as directed. 9 Providing and Applying of Amicol 2K or Equivalent Polyurethane Paints or Apcolite Advanced Epoxy Paint (Asian Paints) or Equaivalent Corrosion Resistance Paint on Structure, Pipeline and Wooden Surface including surface preparation by Manual/Powertool cleaning to achieve required surface profile free from any surface contamination like dust, rust, previous loose paint flakes etc. On thoroughly clean surface providing & application of 2-coat of Amicothane 4511 or Apcolite Advanced Epoxy Paint (Asian Paints) Minimum @ 50 Microns thickness Finish, with Brush application etc. over one coat primercomplete, scraping etc., of existing paint as per the site requirement as directed by Engineer-in-charge.(Excluding of All Taxes) 10 Providing and fixing anodised aluminium section two track windows with outer frame 61.5 mm x 31.5 mm of 19G, weighing 0.57 Kg/m and shutter frame 34.5 mm x 15.80 mm of 19G, weighing 0.38 Kg/m with all arrangement for fixing, PVC weather strip, spring handles and other fixtures etc. including fixing 4mm glass of approved quality as directed etc. complete. (Excluding of All Taxes) 11 Providing and fixing 12mm thick Toughen glass of approved brand, quality and colour fixing glass fully in line and level as per the design pattern and as per instructions of engineer in charge.(Excluding of All Taxes) 12 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. 13 Providing of Hydraulic Excavator (JCB) with driver and fuel on Hire charges at Rent bases for working as etc. complete as directed by the Engineer-in-charge. (Excluding of All Taxes) 14 Providing of Hitachi with driver and fuel on Hire charges at Rent bases for working etc. complete as directed by the Engineer-in-charge. (Excluding of All Taxes) 15 Providing Material & labour for erecting Mobile Toilet (Ladies + Gents) as required including cleaning , watering etc.on Hire Charges including dismantling the same after completion of the event, as directed by the Engineer-in-charge etc. complete, including GST, other taxes, all transportation, carriage, lead, lift, etc. complete (Hire Charges for one complete Day) (Excluding of All Taxes) 16 Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (Excluding of All Taxes) 17 Supplying of labour for doing work of excavation, diggin, loading , unloading, hiffting, cleaning , cutting vegetaing, preparotory work on public fuction etc as directed by the Engineer-in-charge.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 5
Daman And Diu View Result →
24.
Public Administrative Department #10259911 Price Bid
Improvements of Water Supply System in Thiruporur Town Panchayat- 1 Supply,delivery of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge 250mm DI S/S K7 Class Pipe 2 300mm DI S/S K7 Class Pipe 3 350mm DI S/S K7 Class Pipe 4 Supply, delivery of Ductile Iron Specials As Per IS 9523/2000includingunloading, transportation and stacking charges, conveyance to work site etc., complete as directed by the Engineer in charge. DI D/S Specials (250 mm to 300 mm) 5 DI D/S Specials (350 mm to 450 mm) 6 Supply of the following UPVC 6 KSC pipes and specials as per IS specifications for Cable complete as directed by the Engineer in charge. 50 MM UPVC 6 KSC pipe (Power Cable Cover Pipe) 7 Supplying and conveying to site, the following sizes of HDPE pipes of class PN10 (PE-100) confirming to IS:4984/1995, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site and transportation charges etc., complete as per standard specifications and as directed by the Engineer in Charge.110mm HDPE PN10 Class Pipe 8 200mm HDPE PN10 Class Pipe 9 Supply, delivery of HDPE Specials As Per IS 1736-1995includingunloading, transportation and stacking charges. Specials for HDPE pipes as per IS 8360/1977/ Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer in charge. HDPEBends - 90° - PN10 Class 110mm 10 HDPEBends - 90° - PN10 Class - 200mm 11 HDPE Equal Tee - PN10 Class - 110mm x 110mm x 110mm 12 HDPE Equal Tee - PN10 Class 200mm x 200mm x 200mm 13 HDPE PN10 Class Reducer - 200mm x 110mm HDPE Reducer 14 DI D/F Gate Valves with Specials: Supply and Delivery of DI D/F Gate valves (Soft Seated) resilient seated softsealing gate valves (sluice valves) with body bonnet of ductile cast iron of gradeGGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindlenut, without gland packing and with 3 O-Ring protection on the shaft and seals ofNBR and the valves should be of vaccum tight and 100% leak proof with face toface dimentions as EPR BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valvesshould be with electrostatic powder coating both inside and outside with pocketless straight thro body passage. All the valves are to be compatible for burriedapplication with pressure rating PN 10/16 and Supply, delivery of Ductile Iron Specials as Per IS 9523/2000including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying,jointing etc complete as directed by Engineer in Charge100 mm DI D/F Gate Valve PN 16 in 100mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below100 mm DI D/F Gate Valve PN 16 - 1 No 100 D.I.Flg /skt T.P. - 1 No100 D.I.Flg /spgt T.P. - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos – 100mmJointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos- 100 mm 15 200 mm DI D/F Gate Valve PN 16 in 200mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 200 mm DI D/F Gate Valve PN 16 - 1 No 200 D.I.Flg /skt T.P. - 1 No 200 D.I.Flg /spgt T.P. - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 200 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos - 200 mm 16 250 mm DI D/F Gate Valve PN 16 in 250mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 250 mm DI D/F Gate Valve PN 16 - 1 No 250 D.I.Flg /skt T.P. - 1 No 250 D.I.Flg /spgt T.P. - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 250 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos -250 mm 17 300 mm DI D/F Gate Valve PN 16in 300mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below300 mm DI D/F Gate Valve PN 16 - 1 No - 300 mm DI.Flgd Spgt T.P.-1No 300 mm DI.Flgd Skt T.P.-1No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 300 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos -300 mm. 18 For Pumping Main - Gate Valve with Specials - Scour 80 mm DI D/F Gate valve for Scour in 100 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below100 x 100 x 80 mm D.I. D/S B/F Tee - 1 No 80 mm x 2.50 m D.I. D/F- 1 No 80 mm x 1.0 m D.I. D/F Pipe - 2 Nos 80 mm DI D/F Gate Valve - 1 No. 80 mm D.I. D/f DFoot bend - 1 No 80 mm DI D/F 90˚ Bend - 2 No Surface box - 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 80 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos - 100 mm 80 mm DI Flanged / SPKT TP - 1 No Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No - 80 mm 19 100 mm DI D/F Gate valve forScour in 200 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 100 x 100 x 80 mm D.I. D/S B/F Tee - 1 No 80 mm x 2.50 m D.I. D/F- 1 No, 80 mm x 1.0 m D.I. D/F Pipe - 2 Nos, 80 mm DI D/F Gate Valve - 1 No., 80 mm D.I. D/f DFoot bend - 1 No 80 mm DI D/F 90˚ Bend - 2 NoJointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 80 mmJointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos - 100 mm 80 mm DI Flanged / SPKT TP - 1 No Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No - 80 mm 20 150 mm DI D/F Gate valve for Scour in 250 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below250x 250 x150 mm D.I D/S B/F Tee - 1 No 150 mm x 2.50 m DI D/F Pipe.- 1 No 150 mm x 1.00 m DI D/F Pipe - 2 Nos 150 mm DI D/F Gate Valve - 1 No 150 mm DI D/F DFoot bend - 1 No 150 mm x 1.50 m DI D/F Pipe - 1 No 150 mm DI D/F 90˚ Bend - 2 No (1 No. - 21 kg) C.I Surface box - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 8 Nos - 150 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos-150mm dia 21 200 mm DI D/F Gate Valve for Scour in 300 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below300x 300 x200 mm D.I. D/S B/F Tee - 1 No. 200 mm x 2.5 m D.I. D/F Pipe.- 1 No. 200 mm x 1.00 m D.I. D/F Pipe - 2 Nos, 200 mm DI D/F GateValve - 1 No, 200 mm D.I. D/F DFoot bend - 1 No, 200 mm D.I DI D/F 90˚ Bend - 2 No, C.I Surface box - 1 No,Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 7 Nos - 200 mmJointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No -200mm, Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. 22 300mm For Pumping Main - Air Valve with Specials Manufacture, Supply and Delivery of Tamper proof DI single chamber double orifice, triple function (ventilating, admitting and venting during operation) air release valves with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber for TWAD Board works anywhere in Tamil Nadu includingunloading, transportation and stacking charges.Supply, delivery of Ductile Iron Specials as Per IS 9523/2000including unloading, transportation and stacking charges for fixing of valves with specials including labour charges for lowering, laying,jointing etc complete as directed by Engineer in Charge 23 50 mm DI Single chamber Air release valve in 100 mm DI main with fixing of DI Specials as per IS 9523/2000 and GI Specials as per IS 1239/ Part II including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 100 x 100 x 80 mm DI A / F Tee - 1 No 100 mm DI Flanged Socket T.P. - 1 No 100 mm DI Flanged Spigot T.P. - 1 No 80 x 50 mm G.I. Reducer heavy - 1 No 80 mm G.I. Flange - 1 Set 50 mm G.I.Pipe - 0.15 m50 mm G.I. Flange - 1 set 50 mm DI Single chamber Air release valve - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 100 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 80 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 50 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 1 No -100mm dia 80 mm G.I.Pipe - 0.15 m 24 50 mm DI Single chamber Air release valve in 200 mm DImain with fixing of DI Specials as per IS 9523/2000and GI Specials as per IS 1239/ Part II including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 200 x 200 x 80 mm DI A / F Tee - 1 No 200 mm DI Flanged Socket T.P. - 2nos (1 No.- 20 kg) 80 x 50 mm G.I. Reducer Heavy - 1 No 80 mm G.I. Flange - 1 Set 50 mm G.I.Pipe - 0.15 m50 mm G.I. Flange - 1 set C.I Surface box - 1 No 50 mm DI Single chamber Air release valve - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 200 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 80 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 No - 50 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -200mm 80 mm DI Single chamber 25 Air release valve in 250 mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below250 x 250 x 80 mm DI A / F Tee - 1 No. 250 mm DI Flanged Socket T.P. - 2nos (1 No.-27 kg), 80mm x 1.00 m DI D/F Pipe - 1 No, C.I Surface box - 1 No80 mm DI Single chamber Air release valve - 1 No, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 250 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 No - 80 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -250mm 26 80 mm DI Single chamber Air release valve in 300 mm DImain with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 300 x 300 x 80 mm DI A / F Tee - 1 No 300 mm DI Flanged Socket T.P. - 2nos (1 No.-37 kg) 80mm x 1.00 m DI D/F Pipe - 1 No C.I Surface box - 1 No 80 mm DI Single chamber Air release valve - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 300 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 No - 80 mm Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -300mm 27 80 mm DI Single chamber Air release valve in 350 mm DImain with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below 350 x 350 x100 mm D.I. A / F Tee - 1 No, 350 mm DI Flanged Socket T.P., 350 mm DI Flanged Spigot T.P. 100x80 D.I. D/F Taper, Surface box - 1 No, 80 mm DI Single chamber Air release valve, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 2 Nos - 350 mm, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 Nos - 100 mm, Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete - 1 Nos - 80 mm, Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials)- 2 Nos. -350mm 28 Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in the following classification including other incidental charges such as barricading etc excluding refilling in hard stiff clay,stiff black cotton,hard redearth, shales, murram, gravel, stoney earth and earth mixed with small size boulder sand hard gravelly soil complete as directed by the Engineer in Charge. 250mm DI S/S K7 Class Pipe 29 300mm DI S/S K7 Class Pipe 30 350mm DI S/S K7 Class Pipe 31 110mm HDPE PN10 Class Pipe 32 200mm HDPE PN10 Class Pipe 33 Refilling with excavated soil (other than sand) complying with standard specification in layers of 15cm watered well rammed and consolidated after the pipes and specials are laid,jointed and tested etc. and removing and depositing the surplus earth complete as directed by the Engineer-in-charge. 250mm DI S/S K7 Class Pipe 34 300mm DI S/S K7 Class Pipe 35 350mm DI S/S K7 Class Pipe 36 110mm HDPE PN10 Class Pipe 37 200mm HDPE PN10 Class Pipe 38 Lowering of D.I Pipes and specials in the trenches and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.250mm DI S/S K7 Class Pipe 39 300mm DI S/S K7 Class Pipe 40 350mm DI S/S K7 Class Pipe 41 Lowering HDPE pipes and specials to trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.110mm HDPE PN10 Class Pipe 42 200mm HDPE PN10 Class Pipe 43 Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste complete as per standard specifications and as directed by the Engineer in Charge.50 MM UPVC 6 KSC pipe (Power Cable Cover Pipe) 44 Jointing the DI S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants, cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Engineer in Charge.250mm DI S/S K7 Class Pipe 45 300mm DI S/S K7 Class Pipe 46 350mm DI S/S K7 Class Pipe 47 Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Engineer in Charge.110mm HDPE PN10 Class Pipe 48 200mm HDPE PN10 Class Pipe 49 Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with waterand testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes.250mm DI S/S K7 Class Pipe 50 300mm DI S/S K7 Class Pipe 51 350mm DI S/S K7 Class Pipe 52 110mm HDPE PN10 Class Pipe 53 200mm HDPE PN10 Class Pipe 54 Valve Chamber :Construction of masonry valve chamber: Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cumPlain Cement Concrete 1:4:8using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification Brick work in CM 1:5(one cement & five sand) using ground moulded country bricks of size 8.75 inch X 4.25 inch X 2 3/4 inch standard specification including finishing, curing, etc., complete complying with standard specification - 100cftPlastering with cement mortar (1:3) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)RCC (M20) Precast Slab of 0.15m thickness using 20mm thick hard broken stone jelly and river sand excluding the cost of reinforcement grills and fabrication charges but including moulding, curing, finishing charges and fixing in position neatly complying with standard specification and as directed by the Departmental Engineer etc. complete-Supply and Fixing of Cut Stone Slab all faces dressed including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specificationCI surface box at a of size 100x125x150 mm conforming to IS 3950 having hinged and weighting not less than 33 kg.The surface box shall be fixed on top of the RCC Refilling the trenches with suitable excavated earth available in layers of 150 mm thick, watering, ramming & consolidation complete as directed by the Engineer in chargecover slab during the casting of slab for key rod operation. The surface box shall be painted with 3 coats of black bitumastic paintConveyance of excess earth to a distance not exceeding 5km as directed by the Corporation Engineer including cost of loading, transportation and unloading charges etc complete (Total Earthwork Quantity - Refilling Quantity)Valve Chamber Size 2.00 m x 1.80 m x 1.30 m 55 Valve Chamber Size 1.20 m x 1.00 m x 1.20 m 56 Valve Chamber Size 1.6 m x 1.1 m x 1.4 m 57 Valve Chamber Size 1.8 m x 1.2 m x 1.6 m 58 Providing anchorage arrangements by drilling borewell using hand bore set to a dia of 4 inserting 110 MM PVC pipe, scooping of sand from the pipe and laying of concrete in PCC 1: 2: 4 including supply delivery and fixing of clamp sets to hold both water carrying and cable encasing pipe and earthwork excavation for a depth of 1.0 M before starting drilling of bore wells as per the details Earthwork excavation Above water level in light or sandy soil for infiltration gallery, syphon or connecting pipe line and connected works including shoring and strutting and charges for special tools and plants for bailing/ pumping etc., such as air compressor and helmet. Drilling of borewells of size 4 to 5 dia in sedimentary formation using hand boresets including insertion of casing pipes etc Supply of the following UPVC Pipe 6 KSc Pipe as per IS specifications 4985/2000 110mm UPVC Pipe For inserting into the drilling bore PCC 1: 2: 4 (one cement, two sand and four aggregates) using 20 MM ISS Guage HBG Stone jelly including cost of all materials at site and labour charges for mixing, laying, compacting, finishing, curing etc, complete and as directed by Department officersSupply and fabrication charges for making clampset sitable for Connecting main including cost of bending drilling holes suitable for bolts, painting one coat of red oxide etc complete and as directed by TWAD Board officers Clampset For 200 mm HDPE PN10 Pipe. Clampset For 50 mm UPVC Pipe Centre Section of 75 mm*100 mm*10 mm- 2No.T Section (1000mm*210mm*10mm-2 No.) Top Side Plates of 75 mm*210 mm*10 mm - 2No. Supply of Bolts and nuts ofsize 16 mm dia x 65 to 90 mm length fully threaded bolts and nuts with 2 Nos. 59 Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Engineer in Charge. For Pipe Quantity andRoad Restoration 60 Labour charges for cutting open roads in BT / WBM for laying of water supply pipe line measurementas directed by the Engineer in Charge. 61 Dismantling concrete roads for layingpipe line excluding cost of earth work in linear measurement as directed by the Engineer in Charge. 62 P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Ordinary Portland cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge.Below GL upto 1.5 m Depth 63 Below GL from 1.50 m upto 4.5 m Depth 64 Flooring with Plain Cement Concrete 1:4:8(one cement, Four fine aggregates and Eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., and finished with cement mortar (1:3) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) 65 P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Ordinary Portland cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by theengineer in charge. Below GL upto 1.5 m Depth 66 BARRICADING FOR PIPELINE WORKS FOR THE WSSWORK: Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by the engineer in charge. Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depthwith intiallead and lifts and cleaning and levelling the site and refilling etc.,completeFirst Depth of 2 M 67 Earth work excavation for foundation in Soft disintegrated rock, laterite, soft rock or kankar,not requiring blasting complete and as directed by Departmental OfficersFirst Depth of 2 M 68 Depth of 0M to 2 M 69 Depth of 2 M to 3 M 70 Depth of 3 M to 4 M 71 Earth work excavation for foundation in Medium Rock and Dense Medium Rock not requiring blasting complete and as directed by Departmental OfficersSecond Depth of 2 M to 3 M 72 Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) Below GL upto 1.50 m Height 73 Above GL Upto 4.5 m Height 74 Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Msand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards.Below GL upto 1.50 m Height 75 Below GL 1.50 - 4.50 M DEPTH 76 Above GL 0 -4.50 M 77 From 4.50 m to 7.32 m ht. From G.L. 78 From 7.32 m to 10.98 m ht. From G.L. 79 From 10.98 m to 14.64 m ht. From G.L. 80 From 14.64 m to 18.30m 81 From 18.3 m to 21.96m 82 Sinking of infiltration well of 4.50m internal dia and 5.40m external dia below water level including all incidental charges in light or sandy soil directed by the Engineers @ well curbincluding all labour charges etc, complete and as directed by Departmental Officers. 1st Depth of 2m 83 2nd Depth of 2m 84 3rd Depth of 2m 85 4th Depth of 2m 86 Porous concrete in CC 1:4 (One cement and four hard broken granite jelly of a size 20mm) for steining of infiltration well excluding cost of centering but including curing etc., complete and as directed by the Engineers @ well curbincluding all labour charges etc, complete and as directed by Departmental Officers. 87 Providing for cutting edge using 12G MS sheets including the cost of fabricating welding and placing in position in the curb including supply of the MS sheet. 88 Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the Board officers. Well curb triangular portion including all cost and conveyance of materials to site and all Labour charges etc, complete. (10 mm Stone) 89 Brick work in CM 1:5(One Ordinary Portland Cement (OPC) & Five Sand) using ground moulded Second Class Chamber burnt bricks of size 9 x 4 3/8 x 2 3/4standard specification including finishing, curing, etc., complete complying with standard specification and as directed by Departmental officers.Above GL Upto 4.5 m Height 90 Special ceiling plastering with CM 1:3 mix 10mm thick complying with standard specification and as directed by the Departmental Officers. 91 Plastering with cement mortar (1:5) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications and as directed by Departmental officers. 92 Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 93 Painting two coats for Interior surface with approved Interior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. For Pump Room-Nearby 2.00 LL Proposed Sumps - 2 No. 94 Supplying, fabricating and fixing of MS Grills with Doors and Window gate (5.00 mx 1.80 m) with one Coat of Red Oxide with primer including all costs such as welding, grinding, fabrication charges cost and Conveyance at all materials to site etc.complete as per Standard Specification. 95 Painting two coats with Ready Mixed Enamel Paint in MS Grill gate (5 mx 1.80) two sleevesover the new iron works of approved quality and colour without priming coatincluding the cost all materials etc.,complete, in all Grill Works. 96 Supply, delivery fabrication and placing inposition of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by Departmental Officers. 97 Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Departmental officers. Plain Surface - 0-3.30m 98 3.30m - 4.30m 99 6.30m - 7.30m 100 7.30m - 8.30m 101 10.30m - 11.30m 102 11.30m - 12.30m 103 14.30m - 15.30m 104 15.30m - 16.30m 105 Curved Surface - 0-3.30m 106 3.30m to 4.30 m 107 15.30m to 16.30 m 108 Circular Column 0-3.30m 109 3.30m-4.30m 110 4.30m-5.30m 111 5.30m-6.30m 112 6.30m-7.30m 113 7.30m-8.30m 114 8.30m-9.30m 115 9.30m-10.30m 116 10.30m-11.30m 117 11.30m-12.30m 118 12.30m-13.30m 119 13.30m-14.30m 120 14.30m-15.30m 121 Square Column- 0-3.30m 122 3.30m-4.30m 123 4.30m-5.30m 124 5.30m-6.30m 125 6.30m-7.30m 126 7.30m-8.30m 127 8.30m-9.30m 128 9.30m-10.30m 129 10.30m-11.30m 130 11.30m-12.30m 131 12.30m-13.30m 132 13.30m-14.30m 133 14.30m-15.30m 134 15.30m-16.30m 135 Supply and fixing of CI manhole cover of size 0.60 x 0.60 m with locking arrangements including the cost of RI sheet and fixing at the edges etc. complete and as directed by Department. officers. (heavy type) 136 Supply and fixing of PVC mould CI steps to be embeddedwith vertical clearance of 0.30 m c/c and horizontal clearance of 0.38 mc/c in staggered manner etc. complete and as directed by Departmental officers. 137 ProvidingGIventilating arrangementof size 0.10m and as directed by the Departmental officers Supply and delivery of 100mm GI Pipe nipple - 0.5 mSupply and delivery of 100 mm GI Pipe nipple - 0.30 mSupply and delivery of 100mm GI Tee - 1 NoSupply and delivery of 100 mm GI Bend - 2 No 138 Supplying and filling in foundation andbasement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 139 Refilling the sides of foundation with excavated earth (other than sand) in layersof 15cm thick, wateredwell rammed and consolidated etc.complete complying with standard specification removing and spreading the surplus earth at the placed shownand as directed by the dept officers. 140 Ellis Pattern flooring with 20mm thick in Cement Concrete 1:2:4 Mix using 3 to 10 mm Stone JellyChips and top surfaces rended smooth in Cement – 10m2( no sand to be used ) complete in accordance with the specification and as directed by the Departmental Officers. 141 Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete.Fully panelled double leaf Door - D - 1.00 m x 2.00m 142 Fully panelled double leaf window W1- 0.90 x 1.20m 143 Fully panelled single leaf Ventilator - V -0.45 m x 0.60 m 144 Weathering course with surki concrete by using broken brick jelly 20mm size in pure slaked lime over RCC roof slab, the proportion (being 32:12.5) for required depth of 80mm for giving required slope and thickness to roof as required, well beaten with wooden beaters, including cost of all materials, labour charges, curing etc., complete and as directed by Department Officers. 145 Finishing the top of weathering course with one course of hydraulic machine pressed tiles of size 20cm x 20cm x 2cmof approved quality using CM 1:3 mixed with crude oil 10% by weight of cement using P Sand and pointed with same oiled mortor including cost of all materials, labour charges, curing etc., complete and as directed by Department Officers. 146 Supplying and fixing of cut stones size 0.45x0.45x0.15mfor Overhead Tanks Complete as per standard specifications and as directed by departmental officers 147 Providing and fixing of RCC access ladderin RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lS cm and step slab of 2Smm x 25mm etc., complete and as directed by Deptofficers. RCC Inside Access LadderFor 2.00 LL Proposed Sump - 5.25 m 148 For 2.00 LL Proposed Sump - 2.30 m 149 For 0.60 LL OHT - 2 No - 3.80 m 150 For 1.00 LL OHT - 3.20 m 151 For 2.50 LL OHT - 3.75 m 152 For 3.00 LL OHT - 2 No - 4.25 m 153 For 2.00 LL OHT - 4.25 m 154 Providing RCC ventilator over roof slab and roof domefor Overhead Tanks Complete as per standard specifications and as directed by departmental officers (0.15 m dia) 155 Providing RCC spiral staircase as per approved design for Overhead Tanks Complete as per standard specifications and as directed by departmental officersFor 0.60 LL OHT - 2 No. 156 For 1.00 LL OHT 157 For 2.50 LL OHT 158 For 3.00 LL OHT - 2 No. 159 For 4.00 LL OHT 160 Providing RCC hand rail of 1.2 m height around the top of the roof slab with jolly workfor Overhead Tanks Complete as per standard specifications and as directed by departmental officers RCC POST 161 RCC JOLLY WORK 162 Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading etc., complete as detailed below.0.60 LL OHT - Pipe detailsInlet-∅100mmOutlet -∅125mmScour -∅80mmOverflow-∅100 mm 163 1.00 LL OHT - Pipe detailsInlet-∅125mmOutlet -∅150mmScour -∅80mmOverflow-∅125 mm 164 2.50 LL OHT - Pipe detailsInlet ∅-150mmOutlet ∅-200mmOverflow ∅-150mmScour ∅-100mm 165 3.00 LL OHT - Pipe detailsInlet ∅-200mmOutlet ∅-250mmOverflow ∅-200mmScour ∅-100mm 166 4.00 LL OHT - Pipe detailsInlet ∅-200mmOutlet ∅-250mmOverflow ∅-200mmScour ∅-150mm 167 Labour charges for Painting Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges on the Service Reservoirs. 168 Supply, delivery and fixing of enameled water level indicator of approved design and pattern (graduation in metric system) with required all accessories as directed by Departmental Officers. 169 Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction.The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP , Fully AutomaticAir break Star Delta up to 20 HP and Auto Transformer starter for above 20 HPstarting and for continuous operation, complete as directed by Departmental Officers.605 LPM x 30 M - 5 HP Head for 6 Proposed Infiltration Wells 170 Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPM.complete as directed by Departmental Officers. 2830 LPM x 40 M Head - 33 HP @ Intermediate Sump 171 2830 LPM x 35 M Head - 29 HP @ Vallipuram Headworks 172 Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continous S1 rated, 415 V +/- 10 %, 50 HZ +/- 5%, TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors. 2830 LPM x 40 M Head - 33 HP @ Intermediate Sump 173 2830 LPM x 35 M Head - 29 HP @ Vallipuram Headworks 174 Supply and delivery of Fully Automatic Auto Transformer Starter suitable for the motor offered. Floor mounting type air/ oil cooled Auto Transformer Starter with tapings at 50%, 65%, 80%, housed in robust steel chamber with arc and main contacts confirming to IS 8544 Part IV and as amended therafter for operation in AC three Phase 50 Hz (+/- 5%), 415V (+/- 10%) with the following components, under voltage release with no volt coil, over load relay with dash pot arrangements, single phasing preventor, LED ON/ OFF switches, Mounted Ammeter, Earth leakage relay, contactor assembly suitable for next standard KW rating, in coming and out going cable entry provisions, transformer tank including first filling of oil etc. 2830 LPM x 40 M Head - 33 HP @ Intermediate Sump 175 2830 LPM x 35 M Head - 29 HP @ Vallipuram Headworks 176 Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately). 605 LPM x 30 M - 5 HP Head for 6 Proposed Infiltration Wells 177 Supply and delivery of Power capacitor for power factor improvement with oil filled with discharge resistance 3 phase 415 / 440V 50 HZ conforming to ISS with ISI marking complete as directed by Departmental Officers. 178 Providing TWIN CI EARTHING as per IS 3043/1987 and Latest amendments, complete, as directed by Departmental Officers.For above 25-60 HP installation 179 Supply and delivery of L.T. Cables 1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming toIS 7098 (Part I)/1988with ISI marking, complete and as directed by Departmental OfficersFor Proposed Sump - 2.00 LL at Vallipuram Headworks and Intermediate Location - 2 No.3 Core 4 Sq.mm LT Cable 180 3 Core 16 Sq.mm LT Cable 181 3 Core 70 Sq.mm LT Cable 182 Supply and delivery of PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER complete and as directed by Departmental Officers.3 Core 10 Sq.mm PVC Insulated and Sheathed Cable 183 Laying of Electrical Cables in trenches inside the pump room or in air, complete. and as directed by Departmental Officers. 184 JOINTING OF XLPE INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 AND AS AMENDED THEREAFTER and as directed by Departmental Officers.3 Core 10 Sq.mm PVC Insulated and Sheathed Cable 185 Jointing of L.T.Cables 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Departmental Officers.3 Core 4 Sq.mm LT Cable 186 3 Core 16 Sq.mm LT Cable 187 3 Core 70 Sq.mm LT Cable 188 Labour charges for the erection of submersible pump set in bore well / openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days complete and as directed by DepaUpto 5 HPrtmental Officers. 189 Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports complete and as directed by Departmental Officers.Above 30 HP to 40 HP 190 Above 20 HP to 30 HP 191 Supply and Delivery of Horizontal Three Phase Distribution Board with MCBS 4 way / 6 way / 8 way / 12 wayTPMCB sheet steel distribution boards Flush type / Surface type fitted with Bus bars and Neutral links with single/ three phase MCB outgoings and separate 4 way provision for accommodating one No. 4 pole incoming MCB / Isolator and another separate 4 way provision for accommodating one No. 4 pole ELCB / RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm. completewith Metal door cover with IP 42 protection as directed by TWAD Board Officers - Legrand (MDS)/ HAGER (L&T) -4 ways 3 Phase DB .(TWAD SOR 4.XVIII 1 pg 231)605 LPM x 30 M - 5 HP Head for 6 Proposed Infiltration Wells 192 Supply and delivery of floor mounting type weather, vermin and dust proof powder coated M.V. cubical panel board of 14 SWG M.S. Sheet and MS angle iron frame work with enclosed copper busbar 4 Nos. of required current carrying capacity with all internal wiring as per I.E. Rules,. The design of panel board should facilitate for quick operation of all switches from the front side. The panel board should be completed with all internal wiring including necessary twin copper earthing arrangements and consists of the components for controlling incoming and outgoing supply, complete and as directed by Departmental Officers. 250 Amps MCCB with Thermo Magnetic Release 4 Pole to control the incoming load from EB supply to Panel Board 193 250 AmpsMCCBwith Thermo Magnetic Release 3 Pole to control outgoing supply to the pumpsethead with interlocking 194 MCB 240 V/415 V 50HZ AC SUPPLY Triple Pole 63 A, 10 KA (Higher End ) to control outgoing supply to Vaccuum Pumpset 195 MCB 240 V/415 V 50HZ AC SUPPLY Triple Pole 63 A, 10 KA (Higher End ) to control outgoing supply to capacitor bank 196 MCB 240 V/415 V 50HZ AC SUPPLY Triple Pole 63 A, 10 KA (Higher End ) to control outgoing supply to lighting load 197 Pumproom Wiring Wiring with 1.5sq.mm(22/0.3) PVC INSULATED SINGLE CORE MULTI STRAND FIRE RETARDANT FLEXIBLE COPPER CABLE WITH ISI MARK CONFORMING TO IS 198 Supply and Delivery of BOX TYPE SINGLE FLUORESCENT FITTING WITH COPPER CHOKE AND CONDENSOR COMPLETE WITH ISI MARK- 4 Ft. 40 Watts Box type with Ballast (Philips/Crompton / Wipro / Equivalent) complete and as directed by Departmental Officers. 199 Supply and Delivery of FLUORESCENT TUBULAR LAMPS WITH ISI MARK - Cool Day light 4 Ft. 40 Watts complete and as directed by Departmental Officers. 200 Supply and Delivery of Plug and Sockets- 5 Amps /15 amps.3 pin flush type wall socket only, complete and as directed by Departmental Officers. 201 Supply and Delivery of Plug and Sockets- 15 Amps 3 pin Top, complete and as directed by Departmental Officers. 202 AC Chargeable Emergency Lamp 2 x 11W PL Lamp with all connected accessories 203 Supply and Delivery of Led outdoor fittings -48 Watts LED Focus light with LED fittings, complete and as directed by TWAD Board Officers. 204 Supplyanddeliveryoffollowingsetoftoolsmountedon ateakwoodtoolBoard to befixedonthewall of the pumproom, complete and as directed by Departmental Officers. DE Spanner set 6 to 32 Jhalani Make or equivalent 205 Rings spanner set 6 to 32 Jhalani Make or equivalent 206 200mm Screw Driver 825 Taparia Make or equivalent 207 300mm Screw Driver 829 Taparia Make or equivalent 208 800gm Ball Pane Hammer with Handle Taparia Make 209 Pipe Wrench 14” Jhalani Make or equivalent 210 Pipe Wrench 24” Jhalani Make or equivalent 211 6” Chain wrench best India make or equivalent 212 Supplyanddeliveryoffollowingsafety appliances, complete and as directed by Departmental Officers.Electrical gloves tested to 11 KV /22 KVwith wooden box dusted with french chalk powder 213 Wooden First Aid Box 214 Laminated shock treatment chart 215 Fire Buckets-4 Nos made out of 40 x 40 x 6 mm MS Angle 216 Fire Extinguisher Co2, 4.5 kg. confirming to TAC Norms 217 Supply and delivery of Change over switches complete and as diected by Departmental Officers. 63 Amps 3 phase 500 Volt 4 poleto the pumpset 218 400 Amps 3 phase 500 Volt 4 poleto the pumpset 219 Supply , delivery and fixing of GI/CI D/F pipes and specials for providing pipe connection for the pumpset, complete and as directed by Departmental Officers.100 mm DI D/F Pipe from Suction Side to 100 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 200 mm Outlet with necessary specials and joints For Proposed Infiltration Wells - 6 No.SUCTION SIDE SUCTION SIDE 100 mm X 2 M DI. D/F PIPE- 6 Nos 100 mm DI.D/F 90 DEG BEND- 2 Nos 100 mm X 0.3 M DI. D/F PIPE- 2 Nos DELIVERY SIDE 100 mm DI D/F Gate Valve - 2 Nos 100 mm DI D/F Non - Return Valve - 2 Nos 100 mm X 0.3 M DI. D/F PIPE-2 No.) 100 mm DI.D/F 90 DEG BEND- 1 No 100 mm X 0.3 M DI. D/F PIPE- 1 No.) 100 mm x 100 mm x 100 mm DI.A/F TEE- 1 Nos 100 mm X 1 M DI. D/F PIPE- 1 No. 100 mm DI.D/F 90 DEG BEND- 1 Nos 100 mm X 2.0 M DI. D/F PIPE- 1 Nos 100 mm DI.D/F 90 DEG DUCKFOOT BEND- 2 No 100 mm to 200 mm DI.D/F Eccentric Enlarger - 1 No Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS- 638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100 mm - 24 No. 220 200 mm Inlet, 80mm Overflow, 250 mm DI D/F Pipe from Suction Side to 250 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 300 mm Outlet with necessary specials and joints For Proposed Sump - 2.00 LL at Vallipuram HeadworksInlet Side 200 mm DI. D/F DUCK FOOT BEND- 6 No. 200 mm x 3 M DI. D/F PIPE-6 No. 200 mm DI.D/F 90 DEG BEND- 6No. 200 mm x 1 M DI. D/F PIPE- 6 No. 200 mm DI.D/F 90 DEG BEND- 6No. 200 mm x 5 M DI. D/F PIPE-6 No. (Slotted) 200 mm DI. Bellmouth- 6No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -200 mm - 42 No. Overflow Side 80 mm DI.D/F 90 DEG BEND- 1No. 80 mm x 1 M DI. D/F PIPE- 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 80 mm - 1 No. SUCTION SIDE 300 mm DI.DUCK FOOT BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos 250 mm DI.D/F 90 DEG BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos DELIVERY SIDE 250 mm DI D/F Gate Valve - 2 Nos 250 mm DI D/F Non - Return Valve - 2 Nos 250 mm DI.D/F 90 DEG BEND- 1 No 250 mm X 0.3 M DI. D/F PIPE- 1 No.) 250 mm x 250 mm x 250 mm DI.A/F TEE- 1 Nos 250 mm DI D/F Electomagnetic Flow Meter - 1 Nos 250 mm x 1 M DI. D/F PIPE- 1 No. 250 mm to 300 mm DI. D/F Eccentric Enlarger - 1 No. 300 mm DI Flanged Spigot T.P - 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -250 mm - 16 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 300 mm - 1 No. 221 300 mm Inlet, 80mm Overflow, 250 mm DI D/F Pipe from Suction Side to 250 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 350 mm Outlet with necessary specials and jointsFor Proposed Sump - 2.00 LL at Intermediate Location Inlet Side 300 mm DI. D/F DUCK FOOT BEND- 1 No. 300 mm x 3 M DI. D/F PIPE- 1 No. 300 mm DI.D/F 90 DEG BEND- 1No. 300 mm x 1 M DI. D/F PIPE-1 No. 300 mm DI.D/F 90 DEG BEND- 1No. 300 mm x 5 M DI. D/F PIPE- 1 No. (Slotted) 300 mm DI. Bellmouth-1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -300 mm Overflow Side 80 mm DI.D/F 90 DEG BEND- 1No. 80 mm x 1 M DI. D/F PIPE- 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 80 mm - 1 No. SUCTION SIDE 300 mm DI.DUCK FOOT BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos 250 mm DI.D/F 90 DEG BEND- 2 Nos 250 mm x 5 M DI. D/F PIPE- 2 Nos DELIVERY SIDE 250 mm DI D/F Gate Valve - 2 Nos 250 mm DI D/F Non - Return Valve - 2 Nos 250 mm DI.D/F 90 DEG BEND- 1 No 250 mm X 0.3 M DI. D/F PIPE- 1 No.) 250 mm x 250 mm x 250 mm DI.A/F TEE- 1 Nos 250 mm DI D/F Electomagnetic Flow Meter - 1 Nos 250 mm x 1 M DI. D/F PIPE- 1 No. 250 mm to 350 mm DI. D/F Eccentric Enlarger - 1 No. 350 mm DI Flanged Spigot T.P - 1 No. Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. -250 mm Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 350 mm 222 2T capacity hand operated over head Travelling (HOT) crane suitable for a span upto 6 Mtrs, and travel length upto 10 Mtrs. with clear lift upto 6 Mtrs. including gear type chain pulley block with GI chain and geared Travelling trolley complete with all accessories including girdercomplete as directed by Departmental Officers. 223 Supply and delivery of 150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board) complete as directed by Departmental Officers. 224 Supply and delivery ofLT/LTCT METERING BOX as per IE rules and TANGEDCO norms-Up to 50HP/37 KW (which includes LT meter panel board, 6 Nos. suitable fuse carriers).
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
25.
Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
26.
Power #10211459 Price Bid
Work Erection Of 33Kv Baba Saheb Bhim Rao Ambedkar Bay And Other Associated Works At 220Kv S / S Amethi Under Etd, Sultanpur- 1 The Following Work Is To Be Carried Out For Construction Of New 33 Kv Baba Saheb Bhim Rao Ambedker Bay At 220Kv S / S Amethi. Supply Of Material:- 2 Supply Of Pg Clamp Duly Made Of Lm-6 Aluminium Alloy, Suitable For Tarantulla To Moose Conductor Complete With 4 No. 16X90 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 3 Supply Of Pg Clamp Duly Made Of Lm-6 Aluminium Alloy, Suitable For Moose To Panther Conductor Complete With 4 No. 16X90 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 4 Supply Of Pg Clamp Duly Made Of Lm-6 Aluminium Alloy, Suitable For Tarantulla To Panther Conductor Complete With 4 No. 16X90 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 5 Supply Of Pg Clamp Duly Made Of Lm-6 Aluminium Alloy, Suitable For Panther To Panther Conductor Complete With 4 No. 16X90 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 6 Supply Of 33Kv Ct Bi-Metallic Terminal Connectors Duly Made Of Lm-6 Aluminium Alloy Along With Bi-Metallic Sleeve Plate Suitable For Twin Acsr Panther Conductor With 4 No. 12 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 7 Supply Of 33Kv Isolator Bi-Metallic Terminal Connectors Duly Made Of Lm-6 Aluminium Alloy Along With Bi-Metallic Sleeve Plate Suitable For Twin Acsr Panther Conductor With 4 No. 12 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 8 Supply Of 33Kv Pt Bi-Metallic Terminal Connectors Duly Made Of Lm-6 Aluminium Alloy Along With Bi-Metallic Sleeve Plate Suitable For Twin Acsr Panther Conductor With 4 No. 12 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 9 Supply Of 33Kv Cb Bi-Metallic Terminal Connectors Duly Made Of Lm-6 Aluminium Alloy Along With Bi-Metallic Sleeve Plate Suitable For Twin Acsr Panther Conductor With 4 No. 12 Mm Size Gi Bolts, Nuts, Spring & Plain Washers As Per Technical Specification & Sample 10 Carriage Of Material 11 Sorting, Weighting And Loading Of Galvanized Sub Station Structures On Private Truck At Efu Naini, Prayagraj 12 Safe Transportation Of Galvanized Sub Station Structures By Private Truck Arrangedby The Contractor From Efu Naini, Allahabad To 220Kv S / S Amethi ( 100 Km. Approx. ) Including Toll Charges. 13 Unloading, Sorting & Proper Stacking Of Galvanized Sub Station Structures From Private Truck At Store Yard Of 220Kv S / S Amethi. 14 Carriage Of Misc. Items Like Cts, Pts, Cb, Isolators, Control Cables, Conductors, M.S. Round Bar, M.S. Earthingstrips Etc. From Designated Primary Sub Station Within 80 Km Distance To 220Kv Sub Station Amethi Including Its Loading And Un-Loading. 15 Erection Works 16 Erection Of Following Auxiliary Structure As Per Drawing / Bom Is To Be Carried Out By The Contractor At 132Kv S / S Musafirkhana. The Job Consists Of Shifting Of All Materials I.E. Structure Parts, Nuts, Bolts, Washers Etc. From Store To Site Of Erection, Erection Of Structure As Per Relevant Drawing And Practices Using Flat And Spring Washer With Each Bolt Matching Of Holes, Cutting, Matching Of Members If Required Shall Also Be Done By The Contractor Without Any Extra Cost To Complete The Work Satisfactorily. All Material To Be Erected Shall Be Supplied By Upptcl Free Of Cost But All Men, Material And T&P Required For Satisfactorily Completion Of Work Shall Be Arranged By The Contractor At His Own Cost. Auxiliary Structures: 1. Abl ( 03Set X 0.33766 / Set=1.01298Mt ) 2. Alp ( 09Set X 0.125833 / Set= 1.132497Mt ) 17 Erection Of Following Equipment In Proper Alignment In Switchyard On The Erected Structures As Per Manufactures Drawing Or As Per Direction Of Supervising Engineer, After Leveling Including Shifting The Equipment From Store To Site Of Work Etc. Alongwith Their Junction Boxes, Control Cubicles And Accessories And All Related Works To Complete The Erection Work At 132Kv S / S Musafirkhana. All Labors, T&Ps Etc. Will Be Arranged By The Contractor At His Own Cost. 18 36 Kv Vcb 19 36 Kv Bus Isolator With Other Associated Works 20 36 Kv Line Isolator With E / S With Other Associated Works 21 36 Kv C.T. & 36Kv P.T. 22 36 Kv C.T. & P.T. Junction Box 23 33Kv Feeder Control & Relay Panel 24 Energy Meter Cubical 25 Making Of Jumper Of All Equipment, Jumpering Work Of All Equipment Horizontally From Equipment To Equipment And Vertically From Bus To Equipment With Acsr Moose / Panther Conductor, Fitting Of Suitable Clamps Including Cutting, Bending, Giving Proper Shape. All Required Skilled Labor, T&P Shall Be Arranged By The Contractor For Completion Of Work. Conductor And Clamp Will Be Provided By The Department. 26 Laying Of Following Sizes Control Cables In Cable Trenches From Control & Relay Panels In Control Room To Various Equipments, Junctions Boxes Etc. In Switchyard As Per Cable Schedule Including Shifting Of Cables In Drums From Storage Place At The Sub Station To Erection Site And Shifting Back The Balance Cables To Stores At The Sub Station. 27 2C X 2.5 Sq Mm 28 4C X 2.5 Sq Mm 29 6C X 2.5 Sq Mm 30 Termination Of Both Sides Control Cable On Ct, Pt, Cb And Control & Relay Panel Etc. As Per Drawing Including Cost Of Cable, Glands, Lugs And Ferrules Complete As Per Drawing & Site Requirement 31 Earthing Ofauxiliary Structure, Various Equipments With The Help Of 50X6 Mm & 25X6 Mm Size M.S. Flat For Double Earthing Along With Cutting, Straightening, Bending, Laying As Per Drawing Of Earthing And Standard Practice Including Cost Of All Required Consumable Materials, T&P, Labor Tec. For Proper Completion Of Work ( Ms Flat Will Be Provided By Upptcl ) 32 Earthing Ofcable Trenchwith The Help Of25x6 Mm Ms Flatalongwith Cutting, Straightening, Bending, Laying As Per Drawing Of Earthing And Standard Practice Including Cost Of All Required Consumable Materials, T&P, Labor Tec. For Proper Completion Of Work ( Ms Flat Will Be Provided By Upptcl ) 33 Painting Of M.S. Earthing Strips By Rubbing With Sand Paper & Wire Brush, Then Painting With 1 Coat Of Red Oxide Primer & 2 Coats ( The 2Nd Coat Of Paint Shall Be Applied At The Gap Of 48 Hrs. When 1St Coat Of Paint Is Done &.Checked By Concerneds.D.O.. / J.E. ) Of .1St Qualitysyntheticenamelpaintofasian / Berger / Nerolacmakeinbusgreen / Black Colour As Per Details Below: 34 50 X 6 Mm Size M.S. Earthing Strip In Bus Green Colour. 35 25 X 6 Mm / 25 X 5 Mm Size M.S. Earthing Strip In Black Colour. 36 Providing Of Junction Box Of.Size 280 X225x150 Mm Duly Made Of 16 Swg Sheet And Painted With Smoke Grey Colour Synthetic Enamel Paint And Fitted With 1 No. 6 Amp. Sp Mcb On Anodizedm.S. Channel, 1 No. Bakelite Fuse Fitting With 6 Amp. Ns 6 Type Hrc Fuse, 1 No. Copper Neutral Link, Bakelite Terminal Block Of 4 Terminals, Cable Glands Suitable For 2C / 4C X2.5 Sq.Mm Size Incoming / Outgoing Control Cables Etc., Then Installation Of Junction Box On G.I. Column Structures At Designated Height With The Help Of Suitable M.S. Clamps Alongwith Earthing Of The Junction Box With 12 Swg G.I. Wire Including Cable Termination With Satisfactory Testing & Commissioning. 37 Providing & Fixing Of G.I. Pole Bracket Duly Made Of 40 Mm Dia. 1.2 Meter Long B Class Pipe And Bent At One End By Quarter Circle In 1.0 Meter At An Angle Of 30 Degree For Fixing Of 125 Watt Led Street Light Luminaries Fitting On G.I. Column Structure With The Help Of M.S.Clamps. 38 Providing & Fixing Of 125 Watt L.E.D. Street Light Luminaries Fitting Of Philips / Crompton Greaves / Havells Make In Single Piece Die Cast Aluminium Alloy Housing With Pot Optics Reflector & Toughened Clear Glass Cover With Frame For Lamp Compartment Inlcuding Cable Terminations. 39 Laying Of 2C X 2.5Sq.Mm. Size Control Cables Form Junction Box To Led Street Light Luminaries Fittings Through Inside The M.S. Pole / Gi Stricture Including Necessary Fixing Of Cable On Gi Structure.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Uttar Pradesh View Result →
27.
Power #10211450 Price Bid
Work Centrifuging Of Transformer Oil Including Other Associated Works Of 50Mvar Reactor Of 400Kv Obra Line At 400Kv S / S Sultanpur Under Electy. 400Kv S / S Division, Sultanpur- 1 Safe loading of Transformer oil Drum (50KL) on truck/trailers at 400KV S/S Sarojninagar, Lucknow and carriage to 400KV S/S Sultanpur and its unloading and stacking work. Distance approx 150KM 2 Drain out of complete oil from 50 MVARObra Line Reactor in 209 Ltr. Capacity Oil drums and their shifting to storage place 3 Complete evacuation of air of the 50 MVAR reactor main tank and filling Dry Air of deo point -50°C are better in vacuum up to pressure of 0.25Kg/Cm2 and the again evacuating the Transformer tank after required time interval (approx. 12/24 Hrs) and filling of dry Air of due point -50°C are better dry air cycle. The work shall including connecting pipe of machine as required measuring due point values of Dry Air after every cycle till the required value is achieved. (Dry air plant and other related equipments to be provided by the contractor including its to and fro transportation) 4 Create the vaccum inside the 50MVAR Reactor before filling the transformer oil and maintain it for 24 Hrs. filling the oil step by step in 50MVAR reactor. 5 Filling the Transformer oil in oil tank its centrifuging up to required BDV. 6 Centrifuging of transformer oil of main tank, Radiator tank, Conservator tank, taking IR value at a period of 4 hrs. with BDV value at a period of 12 hrs. till satisfactory results are obtained. Labour, T&P, Centrifuging Technician and Centrifuging machine shall be provided by contactor at his own cost. However Electricity supply for the centrifuging machine shall be provided by M/s UPPTCL free of cost. 7 Testing of Centrifuged T/F oil from Govt. approved Laboratery,of 50MVAR Reactor including collection of oil sample from site with all necessary labour and T&P before & after centrifuging of T/F oil. 8 B.D.V 9 Water Content 10 D.G.A 11 Dielectric Dissipation Factor.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 4
Uttar Pradesh View Result →
28.
Shipping #10195050 Price Bid
Dredge Equipment Jobs Dredge Equipment Oh Related Job For Dci Dredge Xxi At Cksru, Kolkata - Draghead And Intermediate Gantry ( Port & Stbd ) :***All Spares Owner Supply 2 ( I ) Greasing Line To Be Freed, Renewed Wherever Required, Nipples To Be Fixed Wherever Required And Satisfactory Operation To Be Shown. 3 ( Ii ) Renewal Of Grease Lines - Up To 25 Mm Dia. Material Contractor Supply. 4 ( Iv ) Wooden Fender Brackets To Be Renewed And Wooden Block To Be Fitted On The Chocks. Material Contractor Supply. 5 ( Vi ) Wooden Fender Renewal ( Size: 100X150x1400 Mm ) . Material Contractor Supply. 6 Gantries Heel Pin & Bush Clearance Checking 7 ( Iv ) Gantries Steel Renewal To Be Done As Per Utg Report. Material Contractor Supply. 8 Suction Tube On Deck 9 Removing Old Draghead From The Pipe, Transport To Workshop And After Repairs, Shift Back To Vesssel And Refit Reconditioned Draghead With New Bolts And Nuts To Suction Tube. 10 ( I ) Dismantling And Removing The 700 Nb Pipes ( 22000 Mm Long Approx ) Suction Tubes From Position With 2500X2500 Gimble Ring And 7000 Long Hose, Fork Arms, Jet Pipes And Suction & Jet Hose Etc. From The Suction Bend Fork And To Be Kept On Deck Side / Transported To Workshop. 11 ( Ii ) After Repairs ( To Various Items ) To Be Fitted To Original Position On Deck Including Pipe Sections, Suction Pipe To Be Assembled With Turning Gland, Gimble Ring, Fork Arms, Flexible Hoses Etc 12 Overhauling Of Gimble Ring Assembly ( Gimble Ring With 2 Fork Arms ) , Housing Of Bushes To Be Built Up And Machined, If Enlarged. 13 ( I ) Overhauling 14 ( Ii ) Build Up 15 ( Iii ) Line Boring To Be Carried Out As Required 16 Pins & Bushes Of Gimble Ring Assembly To Be Renewed, Assemble Back And Locking Plates To Be Renewed. 17 ( I ) Pins Renewal 18 ( Ii ) Bushes Renewal 19 ( Iii ) Renewal Of Locking Plate. Material Contractor Supply. 20 Suction Bend With Fork Arm - Housing Of Bushes To Be Built Up And Machined, If Enlarged. 21 Pins & Bushes Of Suction Bend With Fork Arm To Be Renewed, Assemble Back And Locking Plates To Be Renewed. 22 ( I ) Pins Renewal 23 ( Ii ) Bushes Renewal 24 ( Iii ) Renewal Of Locking Plate. Material Contractor Supply. 25 ( I ) Thinned Down, Wasted And Corroded Portion Of The Fork Arms To Be Cropped And Renewed As Per Drawing. Material Contractor Supply. 26 ( Iii ) Building Up And Grinding Worn Out Portion Of The Turning Gland Ring – Cs. Rate Including Cost Of Electrodes Esab – Terro Weld Dbl / Dms Or Equivalent. 27 ( Ii ) Fabrication Of Suction Pipe To The Required Length, And Welding Butt Joint And Making Suction Tube As Per Sample With Existing Flange Out Of 16 Mm Thick Lloyds Gr.A Steel Plate Including New Packing, New Bolts & Nuts & Removal & Fittment Of Other Fittings. Dia Of Pipe - 700 Mm. Size Of Pipe Renewal To Be Clearly Mentioned In Workdone Certificate. Suction Pipe & Flange - Ship Supply. 28 ( Iv ) Channel For Depth Indicator Air Pipe Of Size 100 X 50 Mm To Be Cropped And Renewed Including Fabrication Of Channel. Material Contractor Supply. 29 ( V ) Jet Pipe Ms Box & Supports, Long Jet Hose Supporting Beams To Be Renewed. Material Contractor Supply. 30 ( Vi ) Opening, Overhauling & Fitting Back Of Junction Box For Suction Tube. 31 ( Vii ) Port Suction Bend Pipe To Be Renewed With The New Bend Pipe With Arms, With Nuts And Bolts. Bend - Ship Supply. 32 ( Viii ) The Ship Side Wedges To Be Built Up And Ground Smooth. 33 Suction Bend Trunion Assembly***All Spares Owner Supply 34 Support To Be Provided To The Suction Bend Trunion Assembly And The Fork Arm, To Secure The Suction Slide Assembly In Position. Removing 28 Nos. Holding Down Nuts Of The Bend With Slide. Dismantle And Remove The Split Rings ( Size: 1095 Mm Od X 1045 Mm Id X 125 Mm Thick – Approx ) In Two Halves And The Wear Plate ( Size: 1405 Mm Od & 1095 Mm Id X 25 Mm Thick ) From Position And Taken To The Workshop Or Dockside. The Suction Bend With Fork Is To Be Removed And Shifted To Theshore. 35 The Suction Slide Is To Be Removed From Channel And Same To Be Taken To Shore. 36 Building Up The Worn Out Portion Of The Suction Bend Collar Guide Etc. & Slide Body ( L-Ring Housing Area & Jet Manchet Housing Area To Build Up & Grind To Bring The Clearance To Minimum Requirement. 37 Renewal Of The Damaged Or Worn Out “L” Ring Of The Suction Slide ( “L” Ring - Ship Supply ) 38 Renew Two Wedges In The Slide With Adjusting Rod Of 25 Dia X 1200Mm Long With 3 Nuts To Adjust The Suction Slide Position With Suction Mouth. Wedges - Ship Supply. 39 After Completion Of Repair As Expressed Above, All Parts Of The Slide To Be Assembled And Brought Back To Vessel And Same To Be Slide On The Ship’S Rails For Checking The Alignment Of Slide With Ship’S Suctionmouth. 40 Build Up Shipside Guide Rails, Wherever Required With Terro-Weld Dms Welding Electrodes Or Equivalent, After Pre-Heating The Rails And Ground Surface. 41 Port & Stbd Service Frame***All Spares Owner Supply 42 ( I ) 6 Mm U-Channel To Fabricate And Weld Wherever Damaged. Service Frame Eyes To Be Cropped And Renewed, Pins And Bushes To Renew ( Pins And Bushes - Ship Supply ) . Alignment Of Service Frame To Be Carried Out As Per Ship Staff Instructions / Drawings & Offer Satisfactory Trials On Completion Of Repairs. Steel - Contractor Supply. 43 ( Ii ) Remove, Refit, Transportation And Overhauling Of Service Frame. Approximate Weight Of Service Frame Is 2 Tons With Pins & Bushes. 44 ( Iii ) Line Boring On Pin Housing 45 Dragheads***All Spares Owner Supply 46 Draghead To Be Dismantled Completely At Ashore. All Parts Are To Be Chipped And Cleaned For Inspection. After Inspection And Repair, Same To Be Assembled With New / Reconditioned Pins And New Bushes ( Pins And Bushes - Ship Supply ) 47 Gantry Pulleys***All Spares Owner Supply 48 Following Pulleys Are To Be Removedfrom The Place, After Removing Locking Plate. Complete Pulleys Are To Be Thouroughly, Inspected, Cleaned And Overhauled. Pins And Bushes Are To Be Removed. After Inspection And Overhauling, The Pin & Bush, Pulleys Are To Be Fitted Back With New / Reconditioned Pin And Bushes. Locking Plate To Be Welded. Greasing Lines / Passages To Be Cleaned And Made Good. ( Pins & Bushes - Ship Supply ) 49 ( I ) Draghead Sheave Dia 710Mm X D36 Mm 50 ( Ii ) Intermediate Sheave Dia 800 Mm X D 40 Mm 51 ( Iii ) Suction Bend Sheave Dia 450 Mm X D22 Mm
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 2
West Bengal View Result →
29.
Educational and Research Institute #10163704 Price Bid
Supply Of Library Books And Journals , Medical Education Unit , Books Name : Communication Skills In Clinical Practice ( Doctor Patient Communication ) Publisher / Writer : Sethuraman K.R , Books Name : Reflective Teaching And Learning In The Health Professions Publisher / Writer : Kember , Books Name : Medical Education In India Today Publisher / Writer : Ima , Books Name : The Evaluation Teaching In Medical Schools Publisher / Writer : Rippey Robert , Books Name : How To Design A Problem Based Curriculum Publisher / Writer : Barrowsowards , Books Name : Assessment In Medical Education Publisher / Writer : Sood Rita , Books Name : Implementing Problem-Based Medical Education Publisher / Writer : Kaufman Arthur , Books Name : The Medial Teacher Publisher / Writer : Cox Kenneth R , Books Name : A Practical Guide For Medical Teacher Publisher / Writer : Dent John A , Books Name : Basic In Medical Education Publisher / Writer : Amin Zubair , Radiotherapy , Books Name : Principles And Practices Of Radiation Oncology ( 7Th Edition ) Publisher / Writer : Perez And Brady , Books Name : Devita, Hellman, And Roseberg’S Cancer Principles And Practice Of Oncology ( Vol-1 And Vol-2 ) 8Thedition. Publisher / Writer : Devita, Hellman, And Roseberg , Community Medicine , Book Name : Public Health And Preventive Medicine - The Red Book, Author: Rajvir Bhalwar Publisher :Afmc, Pune In Collaboration With Who India Office, New Delhi Edition : Latest , Book Name : Textbook Of Community Medicine Author: Rajvir Bhalwar Publisher :Wolters Kluwer Edition : 2Nd , Book Name : Parks Text Book Of Preventive & Social Medicine Author: K. Park Publisher :Banarsidas Bhanot Edition : Latest , Book Name : Textbook Of Community Medicine: Preventive And Social Medicine Author: Sunder Lal Publisher :Cbs Publishers & Distributors Edition : Latest , Book Name : Community Medicine With Recent Advances Author: Ah Suryakantha Publisher :Jaypee Medical Edition : Latest , Book Name : Maxey-Rosenau-Last Public Health And Preventive Medicine Author: Robert B. Wallace Publisher :Jaypee Medical Edition : Latest , Book Name : Oxford Textbook Of Public Health Author: Roger Detels Publisher :Oxford University Press, Usa Edition : 5Th , Book Name : The Theory And Practice Of Public Health Author: William Hobson Publisher :Oxford Med. Publication Edition : 5Th , Book Name : Mahajan & Gupta Textbook Of Preventive And Social Medicine Author: Mahajan B K And M.C. Gupta Publisher :Jaypee Edition : Latest , Book Name : Textbook Of Community Medicine ( Preventive & Social Medicine ) Author: Piyush Gupta Publisher :Cbs Publishers & Distributors Edition : Latest , Book Name : Foundations Of Community Medicine Author: G. M. Dhaar Publisher :Elsevier India Edition : Latest , Book Name : A Comprehensive Textbook Of Community Medicine: Preventive And Social Medicine Author: J S Mathur Publisher :Cbs Edition : Latest , Book Name : Principles & Practice Of Community Medicine Author: Asma Rahim Publisher :Jaypee Brothers Medical Publishers Edition : 2Nd , Book Name : Mcwhinneys Textbook Of Family Medicine Author: Thomas R. Freeman Publisher :Oxford Edition : 4Th , Book Name : Textbook Of Community And Social Pediatrics Author: Sr Banerjee Publisher :Jaypee Brothers Medical Publishers Edition : Latest , Book Name : Epidemiology-Principles And Methods Author: Brian Macmahon Publisher :Lippincott Williams And Wilkins Edition : Latest , Book Name : Gordis Epidemiology Author: David D Celentano, Moyses Szklo Publisher :Elsevier Edition : 6Th / Latest , Book Name : Epidemiology: Concepts And Methods Author: William A. Oleckno Publisher :Waveland Press Edition : Latest , Book Name : Basic Epidemiology Author: Beaglehole R, Bonita R Publisher :World Health Organization, Geneva Edition : Latest , Book Name : A Dictionary Of Epidemiology Author: Miquel Porta Publisher :Oxford University Press Edition : 6Th , Book Name : Medical Epidemiology ( Lange Basic Science ) Author: Author: Author: Raymond Greenberg Publisher :Mcgraw-Hill Medical Edition : Latest , Book Name : Modern Epidemiology Author: Rothman, Kenneth J Publisher :Lippincott Williams & Wilkins Edition : 3Rd / Latest , Book Name : Epidemiology: An Introduction Author: Kenneth J. Rothman Publisher :Oxford University Press Edition : 2Nd / Latest , Book Name : Modern Infectious Disease Epidemiology Author: Johan Giesecke Publisher :Crc Press Edition : 3Rd , Book Name : Hospital Epidemiology & Infection Control Author: C. 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Rand Allingham , Book Name :- A Manual Of Systematic Eyelid Surgery Edition / Publisher: 3Rd Author: J.R.O Collin , Book Name :- Recent Advances In Ophthalmology Edition / Publisher: 12Th Author: H.V Neema & Nitin Neema , Book Name :- Recent Advances In Ophthalmology Edition / Publisher: 13Th Author: H.V Neema & Nitin Neema , Book Name :- Recent Advances In Ophthalmology Edition / Publisher: 14Th Author: H.V Neema & Nitin Neema , Book Name :- Recent Advances In Ophthalmology Edition / Publisher: 15Th Author: H.V Neema & Nitin Neema , Book Name :- Springer Cataract & Refractive Surgery Edition / Publisher: Author: Thomas Khonen , Book Name :- Practical Handbook Of Oct Edition / Publisher: 3Rd Author: Bruno Lumbroso & Marco Rispoli , Book Name :- The Lacrimal System Edition / Publisher: 2Nd Author: Adam J., Cohen, Brain & Brazzo , Book Name :- Colour Atlas & Synopsis Of Clinical Ophthalmology ( Retina ) Edition / Publisher: 3Rd Author: Mitchell S Fineman & Allen C. Ho , Book Name :- Theory And Practice Of Optics & Refraction Edition / Publisher: 4Th Author: Ak Khurana & Indu Khurana , Book Name :- Anatomy & Physiology Of Eye Edition / Publisher: 3Rd Author: Ak Khurana & Indu Khurana , Book Name :- Yonoff Of Ophthalmology Edition / Publisher: 5Thauthor: Myron Yanoff & J.S Duker , Book Name :- Peyman’S Principles & Practice Of Ophthalmology Edition / Publisher: 2Nd Author: N.Venkatesh Prajna , Book Name :- Duke Elder’S Practice Of Refraction Edition / Publisher: 10Th Author: David Abrams , Book Name :- Post Graduate Ophthalmology Edition / Publisher: Vol. 2 Author: Zia Chaudhuri & M. Vanathi , Book Name :- Handbook Of Ophthalmology, 6E Edition / Publisher: Cbs Author: Chatterjee B.M. , Book Name :- Surgical Ophthalmic Oncology ( Hb ) Edition / Publisher: Springer Author: Chaugule , Book Name :- Handbook Of Emergency Ophthalmology ( Pb ) Edition / Publisher: Springer Author: Long , Book Name :- Surgical Techniques In Ophthalmology Oculoplastic Surgery ( Hb ) Edition / Publisher: Elsevier Science ( Medical ) Author: Long , Book Name :- Ophthalmology: Oral Board Review ( Pb ) Edition / Publisher: Lippincott Author: Luviano , Book Name :- Rapid Diagnosis In Ophthalmology Series: Anterior Segment ( Pb ) Edition / Publisher: Elsevier Science ( Medical ) Author: Macsai , Book Name :- Clinical Techniques In Ophthalmology ( Hb ) Edition / Publisher: Elsevier Science ( Medical ) Author: Madge , Book Name :- Wills Eye Institute 5 Minute Ophthalmology Consult ( Hb ) Edition / Publisher: Lippincott Author: Maguire J I , Microbiology , Title / Book Name :- Parasitology : Protozoology And Helminthology Author:Chatterjee Publisher: Cbs , Title / Book Name :- Practical Microbiology For Under Graduate Medical Students Author:Parija Publisher: Ahuja , Title / Book Name :- Practical And Viva In Medical Microbiology Author:Randhawa Publisher: R.E , Title / Book Name :- Textbook Of Medical Mycology Author:Chander Jagdish Publisher: Jaypee , Title / Book Name :- Textbook Of Medical Parasitology Protozoology And Helimthology Author:Parija Publisher: Aipd , Title / Book Name :- Textbook Of Medical Parasitology Author:Chakraborty Publisher: Ncba , Title / Book Name :- Topley And Wilson’S Microbiology And Microbial Infections Author:Topley Publisher: Wiley , Title / Book Name :- A Text Book Of Microbiology Author:Chakraborty Publisher: Ncba , Title / Book Name :- Ananthanarayan And Paniker’S Text Book Of Microbiology Author:Kanungo Publisher: University Press , Title / Book Name :- Antibiotic Manual : A Guide To Commonly Used Antimicrobials Author:Schlosseberg Publisher: Pmph , Title / Book Name :- Dengue Virus ( Current Topics In Microbiology And Immunology ) Author:Publisher: Springer , Title / Book Name :- Ebola Virus Diseases From Origin To Outbreak Author:A Qureshi Publisher: Ap , Title / Book Name :- Emergency Management Of Infection Diseases, 2 / Ed ( Excel. Abc ) Author:Chin Publisher: Cambridge , Title / Book Name :- Essential Of Medical Microbiology 2 / Ed Author:Sastry & Bhat Publisher: Jaypee , Title / Book Name :- Essential Of Microbiology And Immunology Author:Mohanty Publisher: Paras , Title / Book Name :- Fever Of Unkonwn Origin ( Infection Diseases And Therapy ) Author:Kevin Parker Publisher: Callisto , Title / Book Name :- Food Borne Viruses: Progress And Challenges ( Hb ) Author:Koopmans Publisher: Asm , Title / Book Name :- Immunology For Medical Students Author:Helbert Publisher: Elsevier , Title / Book Name :- Infection Control Handbook Author:Tyler Smith Publisher: Hayle , Title / Book Name :- Infection Prevention And Control Author:Elliott Publisher: Radcliffe , Title / Book Name :- Mackie & Mccartney Practical Medical Microbiology Author:Collee Publisher: R.E , Title / Book Name :- Mannual Of Clinical Microbiology Author:Murray Publisher: Asm , Title / Book Name :- Essentials Of Microbiology, 2E ( Pb ) Author:Anuradha De Publisher: Cbs ( National ) , Title / Book Name :- Practical And Applied Microbiology, 5E ( Pb ) Author:Anuradha De Publisher: Cbs ( National ) , Title / Book Name :- Advances In Microbiology, Infectious Diseases And Public Health, Vol.1 ( Hb ) Author:Donelli Publisher: Springer , Title / Book Name :- Advances In Microbiology, Infectious Diseases And Public Health, Vol.2 ( Hb ) Author:Donelli Publisher: Springer , Title / Book Name :- Advances In Microbiology, Infectious Diseases And Public Health, Vol.4 ( Hb ) Author:Donelli Publisher: Springer , Ent , Author:- Donald Murphy Title: A Clinician*S Guide To Otolaryngology Publisher: Foster , Author:- Parker Title: Allergic Rhinitis Publisher: Hayle , Author:- Lore Title: An Atlas Of Head And Neck Surgery, 4E ( Cbs Ex. ) Publisher: Elsevier , Author:- Staloff Title: Atlas Of Endoscopic Laryngeal Surgery Publisher: Jaypee , Author:- Ulug Title: Atlas Of Temporal Bone Surgery Publisher: Thieme , Author:- Yoshioka Title: Atlas Of The Facial Nerve And Related Structures.1 / E Publisher: Thieme , Author:- Michael Title: Audiology Treatment Publisher: Thieme , Author:- Roudolfprobst Title: Basic Otorhinolarygology A Step By Step Learning Guide Publisher: Thieme , Author:- Malhotra Title: Challengs In Otorhinolaryngology Publisher: Jaypee , Author:- Davidson Title: Clinical Manual Of Otolaryngologyy Publisher: Jaypee , Author:- Soni Title: Clinical Cases In Otolaryngology Publisher: Japee , Author:- Hughes Title: Clinical Otology Publisher: Thieme , Author:- Adambachman Title: Clinical Research In Rhinoplasty Publisher: Foster , Author:- Waltzman Title: Cochlear Implants 3 / Ed Publisher: Thieme , Author:- Bernal Sprekelsen Title: Complication In Otololary Geology Head And Neck Surgery 1 / E Publisher: Thieme , Author:- Pensak Title: Contraversies In Otolaryngolog Publisher: Thieme , Author:- Flint Title: Cummings Otolarybgology Head And Neck Surgery 3 Volume Set International Edition 7E Publisher: Elsevier , Author:- Sun Title: Diagonosis And Management Of Head And Face Pain A Practical Approach Publisher: Springer , Author:- Kanegaonkartitle: Dizziness And Vertigo An Intoduction And Practic Al Guide Publisher: Crc , Author:- Groher Title: Dysphagia Clinical Management In Adult And Childern And 2E Publisher: Mosby , Author:- Sahoo Title: Emergencies In Otorhinolarygology Publisher: Jaypee , Author:- Casiano Title: Endoscopic Sinonasal Dissection Guide / 1E Publisher: Thieme , Author:- Wormald Title: Endoscopic Sinus Surgery Publisher: Thieme , Author:- Chaddowns Title: Essential Otolaryngology Publisher: Foster , Author:- Behrbohm Title: Essential Of Septrohinoelasty Philosophy Approach Technique Publisher: Thee , Author:- Gavilan Title: Functional And Slective Neck Dissection Publisher: Thee , Author:- Schkrtz Title: Hand Book Of Child Language Disorder Publisher: Psychology Press , Author:- Katz Title: Hand Book Of Clinical Audiology 7Ed Publisher: Lww , Author:- Shahjatin Title: Jatin Shah Head And Neck Surgery And Oncology 5 / Ed Publisher: Elsevier , Author:- Kendall Title: Laryngeal Evaluation ( Excl Abc ) Publisher: Thieme , Author:- Dhingra Title: Disease Of Ear Nose And Throat Head And Neck Surgery 7E Publisher: Elsevier , Author:- Brennan Title: Maxillofacial Surgery 3 / Ed Two Volumes Publisher: Elsevier , Author:- Roland Title: Ototoxicity Publisher: Bc Decker , Author:- Kirtane Title: Pediatric Otorhinolartngology Diagnosis And Treatment: Otolaryngology – Head And Neck Surgery Series ( Excl.Abc ) Publisher: Thieme , Author:- Schnorrenbeger Title: Pocket Atlas Of Tongue Diagnosis Publisher: Thieme , Author:- Swan Title: Practical E.N.T ( Pb ) ( * ) Publisher: Aitbs , Author:- Prabhat Title: Practical E.N.T, 10E ( Pb ) Publisher: Cbs , Author:- Vasan Title: Surgery With Dvd-Rom Publisher: Jaypee , Author:- Myers Title: Slivary Gland Disorders Publisher: Springer , Author:- Watkinson Title: Scott-Browns’S Otorhinolaryngology And Head And Neck Surgery 8 / Ed, 3 Vols Set Publisher: T & F , Author:- Hormann Title: Surgery For Sleep Disordered Breathing With Dvd-Video Publisher: Springer , Author:- Dispenza Title: Textbook Of Vertigo Diagnosis And Management Publisher: Jaypee , Author:- Peterson-Falzone Title: The Clinician’S Guide To Treating Cleft Plate Speech, 2 / Ed Publisher: Springer , Author:- Bagulery Title: Tinnitus: A Multidisciplinary Approach, 2Ed Publisher: Springer , Author:- Barnes Title: Surgical Pathology Of The Head & Neck, 3E, 3 Vol. Set ( Hb ) Publisher: Taylor & Francis ( Informa ) , Author:- Bass Title: Hearing And Hormones ( Hb ) Publisher: Springer , Author:- Batra Title: Practical Medical And Surgical Management Of Chronic Rhinosinusitis ( Hb ) Publisher: Springer , Author:- Battle Title: Communication Disorders In Multicultural And International Populations, 4E ( Hb ) Publisher: Elsevier Science ( Medical ) , Author:- Behrbohm Title: Essentials Of Septorhinoplasty, 2E ( Hb ) Publisher: Thieme , Author:- Behrbohm Title: The Nose-Revision & Reconstruction: A Manual And Casebook ( Hb ) Publisher: Thieme , Author:- Bell Title: Oral, Head And Neck Oncology And Reconstructive Surgery ( Hb ) Publisher: Elsevier Science ( Medical ) , Author:- Berkovitz Title: Head & Neck Anatomy: A Clinical Reference ( Hb ) Publisher: Taylor & Francis ( Informa ) , Author:- Bernal-Sprekelsen Title: Endoscopic Approaches To The Paranasal Sinuses And Skull Base ( Hb ) Publisher: Thieme , Author:- Bernal-Sprekelsen Title: Transoral Laser Microsurgery Of Benign And Malignant Lesions ( Hb ) Publisher: Thieme , Anesthesiology , Author Keithg.Allman & Lain H. Willson Title Oxford Handbook Of Anesthesia Publisher Oxford University Press , Author Morgan & Mikhail’S Title: Anesthesiology Cases Publisher:- Mc Graw-Hill , Author Michael A. Gropper Title: Miller’S Anesthesia Publisher:- Elsevier , Author Wylie And Churchill-Davidson’S Title: A Practice Of Anesthesia Publisher:- Crc Press , Author Paul G. Barash, Cullen, Christine Stock & Others Title: Clinical Anesthesia Publisher:- Walter’S Kluwer , Author Paul Marino’S Title: The Icu Book Publisher:- Walter’S Kluwer , Author Jameson, Fauci & Others Title: Harrison’S Principle’S Of Internal Medicine Publisher:- Mc Graw-Hill , Author Ajay Yadav Title: Short Text Book Of Anesthesia Publisher:- Jay Pee Publishers , Author Yao & Artusi Title: Anesthesiology Problem Oriented Patient Management Publisher:- Walter’S Kluwer , Author John R.Hampton Title: The Ecg Made Easy Publisher:- Elsevier , Author Roberta L. Hines & Katherin E. Marschall Title: Stoelting Anesthesia And Co-Existing Disease Publisher:- Elsevier , Author Arthurs Title: Anesthesia A Concise Handbook ( Excl .Abc ) Publisher:- Gmm , Author Yentis Title: Anesthesia And Intensive Care A-Z; An Encyclopedia Of Principles And Practice, Six / Ed Publisher:- Elsevier , Author Longnecker Title: Anesthesiology 3 / Ed Publisher:- Mgh , Author Fischer Title: Atlas Of Injection Thearpy In Pain Management Publisher:- Theime , Author Chestnutt Title: Chestnutt’S Obstereics Anesthesia Principles And Practice 6 / Ed Publisher:- Elesvier , Author Barash Title: Clinical Aneshteisa Fundamentals Publisher:- W.K , Author Solh Title: Critical Care Management Of The Obese Patient ( Hb ) Publisher:- Wiley , Author Paul Title: Drugs And Equipments In Anesthetic Practice, 6E Publisher:- R.E , Author Na Title: Emergency Airway Management Publisher:- Cambridge , Author Schmidt Title: Encyclopedia Of Pain, Volume 3 Publisher:- Springer , Author Collier Title: Epidural Anesthesia Images, Problems And Solutions Publisher:- Hodder , Author Mccann Title: Essentials Of Anesthesia For Infants And Neonates Publisher:- Cambridge , Author Prabhakar Title: Essentials Of Geriatric Neuro Anesthesia Publisher:- Crc , Author Kaplan Title: Kaplan’S Essentials Of Cardiac Anesthesia, 2 / Ed Publisher:- Elsevier , Author Langford Title: Key Clinical Topics In Anesthesia Publisher:- Jaypee , Author Cashman Title: Lee’S Synopsis Of Anesthesia, 14E Publisher:- R.E , Author Marino Title: Marino’S The Icu Book 4Ed Publisher:- W.K , Author Miller Title: Miller’S Anestheisa, 9 / Ed, Volume 2, ( Ie ) Publisher:- Elsevier , Author Evan Short Title: Monitoring In Anesthesia And Critical Care Publisher:- Foster , Author Singer Title: Oxfordhandbook Of Critical Care , 3Ed Publisher:- Oxford , Author Lit Man Title: Pediatric Anesthesia Paractice.. Pocket Clinician Publisher:- Cambridge , Author Fuhrman Title: Pediatric Critical Care , 5E Publisher:- Elsevier , Author Reach Title: Perioperative Pain Management For Orthopaedics And Spine Surgery Publisher:- Oxford , Author Edited By Johan Raeder, Richard D Urman Title: Practical Ambulatory Anesthesia Publisher:- Cup , Author Chaney Title: Regional Anesthesia For Cardiothoracic Surgery Publisher:- Lww , Author Jeff Gadsden Title: Regional Anesthesia In Trauma Publisher:- Cup , Author Pamela Flood Title: Stoelting’S Pharmacology And Physiology In Anesthetic Practice, 5 / E Publisher:- W.K , Author Jacob Title: Understanding Pediatrics Anesthesia, 3 / E Publisher:- W.K , Author Healy Title: Wylie And Churchill Davidson’S ..A Practice Of Anesthesia, 7 / Ed Publisher:- Hodder , Author Yao Title: Yao And Artusio’S Anesthesiology, 8 / Ed Publisher:- W.K , Radiology , Title / Book Name Imaging Of Fetal Brain And Spine Author Rama Murthy Edition & Publisher / Year Latest Edition 2019 , Title / Book Name First Trimester Ultrasound Diagnosis Of Fetal Abnormalities Author Rabih Chaoui / Abuhamad Edition & Publisher / Year Latest Edition, 2018 , Title / Book Name A Practical Guide To Fetal Echocardiography Normal And Abnormal Hearts Author Rabih Chaoui / Abuhamad Edition & Publisher / Year 3Rd 2016 , Title / Book Name 3D Ultrasound In Prenatal Diagnosis A Practical Approach Author Rabih Chaoui Edition & Publisher / Year 2016 , Title / Book Name Obstetric Imaging: Fetal Diagnosis And Care Author Copel Edition & Publisher / Year 2Nd 2017 , Title / Book Name Ultrasound Of Congenital Fetal Anomalies Author Paladini Edition & Publisher / Year 2Nd 2019 , Title / Book Name Ultrasonography Of The Prenatal Brain Author Timor- Tristch, Monteagudo. Piu, Malinger Edition & Publisher / Year 3Rd , Title / Book Name Isuogjournal Author Edition & Publisher / Year Latest Edition , Title / Book Name Diagnostic Imaging Series Gynaecology, Genitourinary, Oral, Maxillofacial, Head , Neck, Musculoskeletal, Chest Radiography Author Elsevier Edition & Publisher / Year Latest Edition , Title / Book Name Callen’S Ultrasound In Obstetrics And Gynaecology Author Norton Edition & Publisher / Year 2017 , Title / Book Name 3D Ultrasound In Prenatal Diagnosis A Practical Approach Author Chaoui Edition & Publisher / Year 2016 , Title / Book Name Ultrasound Diagnosis Offetal Anomalies Author Entezami Edition & Publisher / Year 2004 , Title / Book Name Ct Andmri Of The Whole Body Author Haaga Edition & Publisher / Year 6Th 2-Volumes Set 2016 , Title / Book Name Diagnostic Breast Imaging Author Heywang Edition & Publisher / Year 3Rd 2014 , Title / Book Name Pediatric Imaging / Doppler Ultrasound Of The Chest Author Hutha Edition & Publisher / Year 1986 , Title / Book Name Diagnostic Imaging Ultrasound Author Jackson Edition & Publisher / Year 2017 , Title / Book Name Breast Imaging Author Maidment Edition & Publisher / Year 2012 , Title / Book Name Fetal Medicine: Basic Science And Clinical Practice Author Pandya Edition & Publisher / Year 3Rd Hb 2020 , Title / Book Name Diagnostic Ultrasound Author Rumack C.M. Edition & Publisher / Year 5Th , 2 Vol Sets, 2018 , Title / Book Name Fetal And Neonatal Brain Injury Author Stevenson Edition & Publisher / Year 4Th 2009 , Title / Book Name Ultrasound Scanning Principles And Protocols Author Tempkin Edition & Publisher / Year 3Rd 2009 , Department Of Hospital Management , Title / Book Name Hotel, Hostel And Housekeeping Author Edition5th , Title / Book Name Textbook Of Hospital Housekeeping Author Edition Latest Edition , Title / Book Name A Handbook On Housekeeping And Disinfection Practices For Healthcare Facilities Author Shakti Kumar Gupta, Sunil Kant, P Kumar Edition 50Th , Title / Book Name Introduction To Fire Safety Management Author Andrew, Martin Edition Latest Edition , Title / Book Name Fire Safety Plan For Hospitals Author Dr Mani Kumar Editionlatest Edition , Title / Book Name Hospital Waste Management And Its Monitoring Author Madhuri Sharma Edition 2Nd , Title / Book Name Manual Of Fire Safety Author Edition Latest Edition , Title / Book Name Mcq’S In Management And Hospital Administration Author Shakti Kumar Gupta, Sunil Kant Edition Latest Edition , Title / Book Name Hospital Administration Principles 7 Practice Author Yashpal Sharma Edition Latest Edition , Title / Book Name Hospital Administration & Human Resource Management Author D K Sharma R C Goyal Editionlatest Edition , Title / Book Namenursing Services And Administration Authorneelam Kumara, Madhu Sharma Edition Latest Edition , Title / Book Name A Textbook Of Administration And Ward Management Authorneelak Kumari, Madhu Sharma Edition Latest Edition , Title / Book Name Nursing Research & Statistics Author Suresh K. 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Olson Edition 3Rd , Title / Book Name Management Of Hospitals: A Handbook For Understanding Hospital Services Authorritesth Mishra, Hitesh Mishra Edition Latest Edition , Title / Book Name Hospital And Health Services Administration: Principles & Practice Author Syed Amin Tabish Edition Latest Edition , Title / Book Name Hospital Administration And Management A Comprehensive Guide Author Joydeep Das Gupta Edition 2Nd , Title / Book Name Principles Of Hospital Administration And Planning Author Bm Sakharkar Edition 2Nd , Title / Book Name Hospital Administration Authordc Joshi, Mamta Joshi Edition Latest Edition , Title / Book Name Mcq’S In Management & Hospital Adminstration Author Shakti Kumar Gupta , Sunil Kant Edition Latest Edition , Title / Book Name J&K Csr Author Edition Vol-1 & 2 , Title / Book Name J&K Financial Code Author Edition Latest Edition , Title / Book Name General Financial Rules 2021 Author Edition Latest Edition , Title / Book Name J&K ( Gazetted ) Service Recruitment Rules Author Edition Latest Edition , Psychiatrist , Book Nameself Assessment & Review Of Psychiatry Author Agarwal Edition / Publisher / Year 2Nd2022 , Book Namepsychopharmacology Treatment Of Psychiatric Disorders Author Ananth Edition / Publisher / Year 1St 2007 , Book Namepsychiatry Made Easy Author Anbu Edition / Publisher / Year 1St 2014 , Book Name Psychiatry ( Pocket Tutor ) Author Bajorek Edition / Publisher / Year 2Nd 2018 , Book Name Psychiatry Made Easy ( General & Educational Psychology ) Author Anthikad Edition / Publisher / Year 5Th 2014 , Book Name Approach To Geriatric Neuropsychiatric Problems Author Banerjee Edition / Publisher / Year 1St 2012 , Book Name Social Psychiatry: Principles & Clinical Perspectives Author Chadda Edition / Publisher / Year 1St 2019 , Book Name A Short Textbook Of Psychiatry Author Ahuja Edition / Publisher / Year 7Th 2011 , Book Name Community Mental Health In India Author Chavan Edition / Publisher / Year 1St 2012 , Book Name Behavioural Problems In Children And Adolescents Author Chowdhury Edition / Publisher / Year 1St 2014 , Book Name Bedside Psychiatry ( Indian Psychiatric Society Publication ) Author Chowdhury Edition / Publisher / Year 1St 2019 , Book Name Psychiatric Drug Handbook Author Chowdhury Edition / Publisher / Year 1St2018 , Book Name A Primer Of Research, Publicationand Presentation Author Grover Edition / Publisher / Year 1St2018 , Book Name Forensic Psychiatry: An Indian Sexual Medicine Author Jiloha Edition / Publisher / Year 1St2019 , Book Name Comprehensive Textbook Of Sexual Medicine Author Kar Edition / Publisher / Year 2Nd2014 , Book Name Essentials Of Psychiatry For Obgpractitioners Author Kulkarni Edition / Publisher / Year 1St2015 , Book Name Behavioural Sciences In Medical Practice Author Mehta Edition / Publisher / Year 2Nd 2009 , Book Name Forensic Psychiatry ( Psychiatry And Law ) Author Nambi Edition / Publisher / Year 1St 2013 , Book Name Psychiatry Question Bank For Pg Entrance Exams With Explanatory Ans. Author Raguraman Edition / Publisher / Year 1St2006 , Book Name Drug Therapy For Psychiatric Disorders Author Sagar Edition / Publisher / Year 1St 2020 , Book Name Advancing Frontiers Of Psychiatry Therapeutics Author Singh Edition / Publisher / Year 1St 2020 , Book Name Ips Textbook Of Ug Psychiatry Author Singh Edition / Publisher / Year 1St 2020 , Book Name Culture, Personality And Mental Illness: A Perspective Of Traditional Societies Author Varma Edition / Publisher / Year 1St 2009 , Book Name The Science & Art Of Yoga In Mental & Neurological Healthcare Author S. Varambally Edition / Publisher / Year 1St 2021 , Book Name Advancing Frontiers Of Psychiatry Author Pk Singh Edition / Publisher / Year 1St 2021 , Book Name Ips Textbook Of Undergraduate Psychiatry Author Pk Singh Edition / Publisher / Year 1St2020 , Book Name Social Psychiatry: Principles And Clinical Perspectives Author R. Chadda Edition / Publisher / Year 1St 2019 , Book Name Principles & Practice Of Geriatric Psychiatry, 3E ( Hb ) Author Abou-Saleh Edition / Publisher / Year John Wiley Blackwell 2011 , Book Name Principles & Practice Of Geriatric Psychiatry, 2E ( Hb ) Author Agronin M.E. Edition / Publisher / Year Lippincott 2011 , Book Name Bipolar Psychopharmacotherapy: Caring For The Patient, 2E ( Hb ) Author Akiskal Edition / Publisher / Year John Wiley Blackwell 2011 , Book Name Dyslexia & Mental Health: Investigations From Differing Perspectives ( Hb ) Author Alexander-Passe Edition / Publisher / Yearcbs ( Nova ) 2013 , Book Name Problem-Based Behavioral Science And Psychiatry, 2E ( Hb ) Author Alicata Edition / Publisher / Year Springer 2016 , Book Name Mentalizing In Clinical Practice ( Pb ) Author Allen J.G. Edition / Publisher / Year Apap 2008 , Book Name Trusting In Psychotherapy ( Pb ) Author Allen J.G. Edition / Publisher / Year American Psychiatric Association Publishing 2022 , Book Name Clinical Cases In Psychiatry: Integrating Translational Neuroscience Approaches ( Pb ) Author Altamura Edition / Publisher / Year Springer 2019 , Book Name Dementia, 5E ( Hb ) Author Ames Edition / Publisher / Year Taylor & Francis ( Crc ) 2017 , Book Name Handbook Of Clinical Neurology: Neurobiology Of Psychiatric Disorders ( Hb ) Author Aminoff Edition / Publisher / Year Elsevier Science ( Medical ) 2012 , Book Name Fundamentals Of Clinical Psychopharmacology, 4E ( Pb ) Author Anderson Edition / Publisher / Year Taylor & Francis ( Crc ) 2016 , Book Name Desk Reference To The Diagnostic Criteria From Dsm 5 Spl Edition Author Apa Edition / Publisher / Year Cbs ( App ) 2017 , Book Name Desk Reference To The Diagnostic Criteria From Dsm 5 Tr ( Pb 2022 ) Author Apa Edition / Publisher / Year Apap 2022 , Anatomy , Book Name : Book Of Histological Techniques Author: D R Singh Edition / Publisher: Latest Edition , Book Name : Human Osteology; Latest Edition Author: Nafis Ahmad Faruqi Edition / Publisher Latest Edition , Book Name : Manual Of Human Anatomy Dissection Author: Krishna Garg & Medha Joshi Edition / Publisher Latest Edition , Book Name : Textbook Of Human Embryology; Author Yogesh Sontakke Edition / Publisher 2Nd Edition , Book Name : Textbook Of Human Histology; Author Yogesh Sontakke Edition / Publisher Latest Edition , Book Name : Inderbir Singh’S Textbook Of Anatomy; Author V Subhadra Devi Edition / Publisher 7Th Edition Vol.1 , Book Name : Inderbir Singh’S Textbook Of Anatomy; Author:- V Subhadra Devi Edition / Publisher 7Th Edition Vol.2 , Book Name : Inderbir Singh’S Textbook Of Anatomy; Author:- V Subhadra Devi Edition / Publisher 7Th Edition Vol.3 , Book Name : Abrahams And Mcminns Clinical Atlas Of Human Anatomy, 8E ( Pb ) Author:- Abrahams Edition / Publisher Elsevier Science ( Medical ) , Book Name : Abrahams And Mcminns Clinical Atlas Of Human Anatomy, 8E ( Pb ) ( Ie ) Author:- Abrahams Edition / Publisher Elsevier Science ( Ise & Reprint Medical ) , Book Name Mcminn & Abrahams Clinical Atlas Of Human Anatomy, 7E ( Ie ) ( Pb ) Author:- Abrahams Edition / Publisher Elsevier Science ( Ise & Reprint Medical ) , Book Name Classic Anthology Of Anatomical Charts, 8E, 2 Vols. Set ( Hb ) Author:- Acc Edition / Publisher Lippincott , Book Name Diseases & Disorders: The Worlds Best Anatomical Charts, 4E ( Pb ) Author:- Acc Edition / Publisher Lippincott , Book Name The Musculoskeletal System ( Pb ) Author:- Adds Edition / Publisher Taylor & Francis ( Informa ) , Book Name Anatomy, Physiology And Health Education Author:- Agrawal Edition / Publisher Cbs , Book Name Grants Atlas Of Anatomy, 14E ( Pb ) Author:- Agur Edition / Publisher Lippincott , Book Name Moores Essential Clinical Anatomy, 6E ( Pb ) ( Ie ) Author:- Agur Edition / Publisher Lippincott , Book Name The Hand: Anatomy, Examination, And Diagnosis, 4E ( Pb ) Author:- Akelman Edition / Publisher Lippincott , Book Name Surgical And Radiologic Anatomy For Oral Implantology ( Hb ) Author:- Al-Faraje Edition / Publisher Quintessence Publishing , Book Name Anatomy And Physiology A Lab Manual ( Ie ) Author:- Amitrano R.J Edition / Publisher Cengage , Book Name Atlas Human Anatomy, 3 Vols. 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Publisher:Crc Press , Author:- R.M Kirk Title : Basic Surgical Techniques Publisher:Elsevier , Author:- M.L Saha Title : Bedside Clinics In Surgery ( 3Rd Editions ) Publisher:Jaypee , Author:- Mary E Klingen Smith Title : Washington Manual Of Surgery Publisher:Wolter’S Kluwer , Author:- Peter J Morris & William C Wood Title : Textbook Of Surgery Publisher:Oxford , Author:- Srb Title : Manual Of Surgery Publisher:Jaypee , Author:- Srb Title : Clinical Surgery Publisher:Jaypee , Author:- K Rajgopal Shenoy Title : Manual Of Surgery Publisher:Cbs , Author:- Gerard M Doherty Title : Csdt ( 2021 & 2022 ) Publisher:Mcgraw-Hills , Author:- Norman’S Williams Title : Bailey & Love’S Surgery Publisher:Crc Press , Author:- Al-Salem Title : An Illustrated Guide To Pediatric Urology ( Hb ) Publisher:Springer , Author:- Al-Salem Title : Atlas Of Pedaitric Surgery: Principles And Treatment ( Hb ) Publisher:Springer , Author:- Al-Salem Title : Medical And Surgical Complications Of Sickle Cell Anemia ( Hb ) Publisher:Springer , Author:- Al-Salem A.H. 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Trimble Title Of Book:Epilepsy Behavior And Cognitive Function Edition :Latest Edition , Author : Margaret Cameron & Yngve Hofvander Title Of Book:Manual On Feeding Infants And Young Children Edition :Latest Edition , Author : A K Patwari, H P S Sachdev Title Of Book:Frontiers In Social Pediatrics Edition :Latest Edition , Author : Waba & Cefemina Title Of Book:Against All Odds Gendered Challeges To Breastfeeding Edition :Latest Edition , Author : Aap / Acog Title Of Book:Guidelines For Perinatal Care Edition :Latest Edition , Author : Carol K, Taketoma, Title Of Book:Pediatric Dosage Handbook, Edition :Latest Edition , Author : John P Cloherty, Hansen, Stark Title Of Book:Manual Of Neonatal Care Edition :Latest Edition , Author : S Kamath, Bhave, Nair Title Of Book:Guidelines On Management Of Common Pediatric Problems Edition :Latest Edition , Author : Dr. Nalini Shah, Dr. Sudha Title Of Book:Iap Specialty Series On Pediatric Endocrinology Edition :Latest Edition , Author : Title Of Book:Nutritive Value Of Indian Foods Edition :Latest Edition , Author : Title Of Book:Immunization Essentials A Practical Field Guide Edition :Latest Edition , Author : Claudine Amiel Title Of Book:Neurological Development From Birth To Six Years Edition :Latest Edition , Author : Dr. Ira Shah Title Of Book:Management Of Pediatric Hiv Edition :Latest Edition , Author : Dr. Vijay, Dr. Panna, Dr. Naveen Title Of Book:Iap Guide Book On Immunization 2009-11 Edition :Latest Edition , Author : Singh, Shah, Gupta Title Of Book:Principles Of Thesis Writting Edition :Latest Edition , Author : Meherban Singh Title Of Book:Paediatric Clinical Methods Edition: 6Th , Author : Meherban Singh Title Of Book:Care Of The New-Born Edition :Revised 8Th , Author : Meherban Singh Title Of Book:Medical Emergencies In Children Edition: Revised 5Th , Author : A.Parthasarathy Title Of Book:Iap Textbook Of Paediatrics Edition: 7Th , Author : E.P.Garza K.C.James Title Of Book:Fenichel’S Clinical Pediatric Neurology Edition: 8Th South Asia Edition , Author : R.N.Srivastava Arvind Bhagga Title Of Book:Paediatric Nephrology Edition: 6Th , Author : Anoop Verma Pam Kunju Title Of Book:Iap Textbook Of Pediatric Neurology Edition: 2Nd , Author : Richard Martin A.A.Fanaroff Mc Walsh Title Of Book:Neonatal – Perinatal Medicine Edition: 11Th , Author : Kleigman Schor Stanton Title Of Book:Nelson’S Textbook Of Paediatrics - , Author : Cloherty & Stark Title Of Book:Manual Of Neonatal Care Edition: South Asia Edition , Author : M. Glynn William Drake Title Of Book:Hutchinson’S Clinical Methods Edition: 24Th , Author : S. 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Last , Grays Anatomy: The Anatomical Basis Of Clinical Practice , Netters Concise Orthopaedic Anatomy Book By Jon C. Thompson , Grants Atlas Of Anatomy, 14 / E , Tuberculosis Of The Skeletal Systemby Sm Tuli , Practical Orthopedic Examination Made Easy Manish Kumar Varshney , Essential Orthopedics Principles & Practice ( 2Vols ) By Manish Kumar Varshney , Postgraduate Orthopedics: An Exam Preparatory Manual By Manish Kumar Varshney , Elements Bd Chaurasias Handbook Of General Anatomy , Bailey & Loves Short Practice Of Surgery Book By Henry Hamilton Bailey , Knee Arthroscopy : Brian P. Mckeon , Tuberculosis Of Skeletal System By A. K Jain 1St Edition , Macnabs Backache Book By David A. Wong And Ensor Transfeldt 4 / E , Essential Orthopaedics: Including Clinical Methods Book By J. Maheshwari And Vikram A Mhaskar 6 / E , Basic Knee And Hip Arthroplasty By Shrinand V. Vaidya 2 / E , Decision Making In Orthopaedic Trauma By Meir T. Marmor , Tachdjians Pediatric Orthopaedics: From The Texas Scottish Rite Hospital For Children , Hip Fractures: A Practical Guide To Management Book By Joseph D. Zuckerman And Kenneth J Koval , How To Unleash Your Potential And Achieve Success - The Key Soft Skills By Abdul Ghani , Total Knee Arthroplasty Book By Richard D. Scott , Millers Review Of Orthopaedics By Mark D Miller , Textbook Of Orthopaedics Textbook By John Ebnezar , Bridwell And Dewalds Textbook Of Spinal Surgery , Mercers Textbook Of Orthopaedics And Trauma , Management Of Orthopaedic Infections: A Practical Guide: Chen, Antonia , Greens Operative Hand Surgery- 7Th Edition , K-Wiring : Principles And Techniques By C. Rex , Fracture Reduction And Fixation Techniques By Pv Giannoudis , Atlas Of Orthopaedic Surgical Exposures Book By Christopher Jordan , Principles Of Deformity Correction Book By Dror Paley , Limb Lengthening And Reconstruction Surgery By Robert Rozbruch , Chapmans Comprehensive Orthopaedic Surgery , Textbook Of Orthopedics And Trauma ( 4 Volumes ) Textbook By G. S. Kulkarni , Coughlin And Manns Surgery Of The Foot And Ankle10th Edition , Congenital Clubfoot: Fundamentals For Treatment By Ignacio Ponseti , Manual Of Arthroscopic Surgery Book By Michael Strobel , Arthroscopy By Pietro Randelli , Dorfman And Czerniaks Bone Tumors - 2Nd Edition
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
Jammu And Kashmir View Result →
30.
Public Administrative Department #10050393 Price Bid
Tender For Material Supply Work In Panchayat Samiti Chhotisadri District- Pratapgarh - 1 Description2 Ghadla/Kankar/Jhajhra3 Mortar-Mitti/Mud Masala4 Porcelain Black Kiln Powder56 P.P.C.7 White aggregates8 Fine aggregates9 Sand/gravels10 Gravel - local/local11 Rakhis (Fly ash)12 Surkhi13 Stone chips (in sugar works)14 Ballast stone/brick (for other than road works)15 Stone 40mm measured (Hand broken grit)(Worades 1/11)16 Stone 40mm grit (crusher broken)(Worades 1/11)17 Stone 20mm grit (crusher broken)18 Stone 12/10/6mm grit (crusher broken)19 Ballast for assembly20 Road work material (including 5 Km. lead)21 63-40mm Crusher orchestra stone roadie(Worades stone). 1/11)22 63-40mm Hand Orchestra Stone Crumbs (Vöredes 1/11)23 90-45mm. Hand Stone Aggregate24 Lacquered Rubies (Vorites 1/6)25 Gravel (Vorites 1/6)26 Kankar27 Bedding Material (PI 4-6) (Vorites 1/6)28 Agglomerates (22.5 X 11 X 7.50 cm)29 First Class (First Class)30 Second Class (Second Class)31 Soling / Kharanja / Chinese Stone32 Chinese Berada (RR)33 Chinese Cancellation (CR)34 Step Soling (15 cm to reach interest rate)35 Kranja Soling (23 cm Brokerage Road / Kranja Activities)36 Jodhpuri Type Stone Strips / Arches / Cutlery Pieces (Length 2-3, Width 10-12, Thickness 2.5-3.5)37 Stone Chips (Flaked Material (3-4 thick and length and width 1-2)38 Sandstone (DPC, Sill, Coping, Lintel, Tand, Cupboard etc.)39 25mm40 25-40mm41 40-50mm42 50-75mm43 75-100mm44 100-150mm45 Resham/Patti Patan Katala Stone46 Pieces upto 35mm thickness, min. 3 sq. ft. or more area47 Katala for Pattis 60-75mm, min. 3 sq. ft. or more area48 Unpolished Rough Kota Stockton49 Upto 900 sq. cm.50 901 to 2300 sq. cm.51 More than 2300 sq. cm.52 Seaside Sunset53 900 sq. cm. Upto 901 to 2300 sq. cm.55 Above 2300 sq. cm.56 Marble Stone (Makrana Adanga 20 mm Thick)57 Upto 900 sq. cm.58 Above 901 to 2300 sq. cm.59 Above 2300 sq. cm.60 Marble Choice61 Marble Powder62 Marble Stone (Rajnagar II Quality/Local 20 mm Thick)63 Upto 900 sq. cm.64 Above 901 to 2300 sq. cm.65 Above 2300 sq. cm.66 Stone Frame67 Single Pattom Size 100 X 75 mm.68 Double Pattom Fold 125 X 75 mm.69 Stone slabs70 Length upto 1.5 mtr, minimum 40 mm thick71 1.5 mtr to 2.40 mtr, minimum 50 mm thick72 2.4 mtr to 3.0 mtr, minimum 65 mm thick73 Length more than 3.0 mtr, minimum 75 mm thick74 Precast tiles/blocks 75 Glazed size-30X45 cm76 Mosaic size-40 mm thick77 Vitrified size-60X60 cm78 Interlock tiles/bricks/blocks for road works79 Cement interlocking block M-30 grade, 60 mm thick80 Cement interlocking block M-30 grade, 80 mm thick81 Cement interlocking block M-30 grade, 100 mm thick82 FR Integrated Insulated Copper Single Core Cable ISI Mark83 1.50 sq.m.84 2.50 sq. mm.85 0.50 sq. mm.86 1.00 sq. mm.87 4.00 sq. mm.88 6.00 sq. mm.89 Local wood factories (for doors,window furniture)90 AM91 Acacia92 Others93 Factory made doors (30mm thick, solid core single pane)94 Miracle Architectural Statue95 Iron (Tor Steel FE 415/500 Renovation Tools)96 Wedding Wires 18 Treasury97 Iron guards98 Conia Iron/Chokor Sariya/Patti/Angle Iron99 Inch wire (size 12 gauge wire & 12 gauge wire/12 gauge wire & 14 gauge wire & 14 gauge wire)100 Fake101 Iron mesh (24 stories, 14 mesh)102 Approximate fake sky pataal 40mm thick103 Cuquilas104 3mm Thick Automobiles105 Paints106 Auxiliary Pen Flat107 Distension (Water bound)108 Rock Paint (Saw / Black)109 Primer (for Iron / Wood)110 Auxiliary Materials111 Engine HSD112 Movil Oil113 Bitumen Shalitai Japanese Board (25 mm Thick)114 Plain Shaker115 G.I. Chadar 22 Movie (0.80 mm)116 G.I. Chandra 24 Graphics (0.63 mm)117 M.S.C. Sheet 22 Gadget (0.80 mm)118 M.S.C. Sheet 24 Gadget (0.63 mm)119 Corrugated Sheet120 G.I. Sheet 1 mm thick121 GI Sheet 22 Library(0.80 mm)122 Ace Stars Skateboarder 6mm(2.5/2.75X1m)123 Other Chapters124 PVC Sheet 1mm thick (coloured/plain)125 Green Yellow Litroof A Conclusion Sheet(183X90)126 Pipe127 GI 15mm Diameter(B Class)128 GI 20mm Diameter(B Class)129 GI 25mm Diameter(B Class)130 AC 75 Miami Assets131 EC 100mm Asset132 PVC 90mm Diameter(with View)133 PVC 110mm Diameter (with rod)134 PVC 140 mm Diameter (with rod)135 PVC 110 mm (2.5 kg/sq.cm) mm136 Sanitary137 Indian W.C.138 Orissa W.C.139 European W.C.140 Footrest 141 Porcelain Urinal 430*350*300mm with coupler, bracket and PVC waste pipe142 Wash-Basin 450*300mm with coupler, bracket and PVC waste pipe143 Stone S.W. pipe 100 mm diameter, 0.6 m long144 C.P. Pillar cock (dia 15 mm) (IS Mark)145 C.P. Bib cock (dia 15 mm) (IS Mark)146 C.P. Grating of 125 mm diameter147 R.C.C. NP3 Hume Pipe with Collar148 1200mm diameter149 1000mm diameter150 750mm diameter151 600mm diameter152 450mm diameter153 300mm diameter154 Steel Conduit ISI Marked155 20 mm Diameter156 25 mm Diameter157 charcoal158 P.V.C. Water Tank with Cover (Conforming to IS:12701-1989)159 13/0.20 mm Twin core PVC sheathed, flat flexible copper cable160 Steel fasteners 6 mm x 75 mm161 PVC Conduit ISI Marked162 25 mm Diameter163 20 mm Diameter164 Junction Box165 20 mm Two way166 20 mm, One way167 25 mm Two way168 20 mm One way (PVC)169 Module GI Box170 For 3 Modules171 For 2 Modules172 Module Base & Cover Plate173 For 2 Modules174 3 for Module175 Modular Switch One Way, ISI Marked176 SP 15/16 Ampere177 SP 5/6 Ampere178 Modular Socket Outlet, ISI Marked179 3 Pin 5/6 Ampere180 6 Pin 15/16 Ampere181 MCB DB182 2+2 Way, SPN, Single Door183 2+4 Way, SPN, Single Door184 2+6 Way, SPN, Single Door185 GI Pipe (Medium Grade)186 15.00 mm Diameter187 40.00 mm Diameter188 Copper Wire 8 SWG (4.00 mm Diameter) (0.117 Kg/m)189 CI/MS Cover Plate, Frame with Locking Arrangement Related to190 Approved equipment hire rate (including POL and driver)191 Supply of polythene bags for plant preparation.192 Supply of decomposed cow dung manure including transportation, loading, carrying distance 5-10 km.193 Supply of silt soil for plantation preparation including filling and emptying along with transportation194 Vermi Compost Manure195 Tree guards of iron (weight 15 Kg)196 Tree guards (made of bamboo)197 M-sand198 75mm PVC pipe (6kg/cm2)199 Fly ash Bricks200 AAC Block 24*8*4 inch201 AAC Block 24*8*6 inch202 FLORY DIESEL ENGINE SELF LODING CONCRETE MIXER MACHINE CAPCITY 4000 LTR ( Driver with Operator)203 Item Description204 P/Laying ISI marked P.V.C. insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required. 205 4.0 Sq.mm 3 core flat / Round206 6.0 Sq.mm 3 core flat / Round207 10.0 Sq.mm 3 core flat / Round208 Providing of synthetic rope for submersible pump ISI marked (IS:5175) of following sizes.209 12mm (suitable up to 50 mm OD pipe)210 16mm (suitable above 50mm & up to 75mm OD pipe)211 20mm (suitable for 90 mm OD pipe)212 Providing & Fixing of HDPE pipe ISI mark (IS:4984/95) for water supply (suitable for submersible & jet pump) with required fittings213 for vertical installation214 40 mm OD6 kg/cm2215 32 mm OD6 kg/cm2216 40 mm OD8 kg/cm2217 40 mm OD10 kg/cm2218 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the center of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.219 150 mm dia220 200 mm dia221 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B” class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.222 32 mm dia223 50 mm dia224 65 mm dia225 80mm dia226 Supply of PVC water storage Tank with cover227 Fitting Accessories for PVC Tank (UPVC, Tee, elbow, FTA, Tab, Tank Connector and solvent etc.)228 Fitting Accessories for submersible motor pump set (adoptor, elbow, nipple hose etc.)229 Fabrication & Fixing M.S. stand of specified class of angle iron L-shaped of 50mm size with four legs grouted by 300*300*300mm CC Block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000 Ltr./2000 Ltr. PVC tank complete in all respect.230 Aluminum connection cable 10mm 2 core.231 SITC of radial / mixed flow submersible motor pump sets ISI marked (IS:8034-1989) of approved make with required accessories including making connection suitable for T.W./ D.C.B./ Open well. The job includes lowering ofriser pipe, G.I./H.D.P.E. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. All labor for testing of submersible pumps set and supply of water to water mains, complete in all respect.232 100 mm diameter Submersible pump shall have following HP Rating, phase, Head, minimum Discharge respectively. 233 1.0 HP, 1-ø, (10 - 83)Mtr, (40- 10) LPM 234 1.5HP, 1-ø, (11 - 94)Mtr, (40 - 10) LPM 235 2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM 236 3.0 HP, 1-ø, (40 -170)Mtr, (60- 20) LPM 237 5.0 HP, 1-ø, (56 - 236)Mtr, (90 - 25) LPM 238 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head, minimum Discharge respectively. 239 3.0 HP, 3-ø, (54 -95)Mtr, (250-50) LPM 240 5.0 HP, 3-ø, (68 - 102)Mtr, (225-85) LPM 241 7.5 HP, 3-ø, (76 - 96)Mtr, (285-180) LPM 242 10.0 HP, 3-ø, (91 - 115)Mtr, (285-180) LPM 243 12.5 HP, 3-ø, (78 - 126)Mtr, (395-245) LPM 244 15.0 HP, 3-ø, (80 - 123)Mtr, (465-305) LPM 245 Note - Add 750/-Rs. For extra stage in single phase motor and Rs. 1500/-Rs. For extra stage in three phase motor. 246 Supply and fixing of Oil / Air break Starter panel made out of sheet steelpowder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFFpush buttons, ammeter, voltmeter, indicating lamps etc. complete in all respects suitable for following rating motors. 247 For single phase Submersible/Monoblockpump 248 0.5 HP to 3.0 HP 249 For Three phase Submersible / Mono block pump 250 3.0 HP to 10.0 HP ( DOL ) 251 3.0 HP to 10.0 HP ( Star / Delta ) 252 12.5 HP to 17.5 HP ( Star / Delta ) 253 20.0 HP to 25.0 HP ( Star / Delta ) 254 30.0 HP to 35.0 HP ( Star / Delta ) 255 40.0 HP to 50.0 HP ( Star / Delta ) 256 Labor charges for installation of submersible motor pump set including lowering/ delowering of pipes, cables, accessories etc. in tube-well/ open well complete including T&P, transportation of tripod, chain pulley block & any other material required for this purpose. 257 lowering only 258 only 259 Delowering and Lowering 260 Supply & installation of GI pipe 32 mm medium class “B” with pipe sockets (heavy duty). 261 Supply and installation of ISI marked India Mark II Hand pump set complete with cylinder & 15 connecting rods. 262 Supply and installation of ISI Marked India Mark II Hand pump set Extra-Deep (EDW) completewith cylinder and connecting rods. 263 EDWHP + 20 Connecting rod. 264 EDWHP + 23 Connecting rod + 1 Weight. 265 EDWHP + 26 Connecting rod + 2 Weight. 266 EDWHP + 30 Connecting rod + 3 Weight. 267 Supply and installation of ISI marked connecting rod as per departmental specifications. of 3 meter length. 268 Installation of India Mark II/III E.D. I & II hand pump set complete on existing platform. 269 ​​Construction of 185 cm. dia platform as per approved design & drawing of UNICEF. 270 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 271 Column pipe 32mm dia with 28 kg/cm2 3mtr in length for vertical installation 272 Column pipe 40mm dia with 28 kg/cm2 3mtr in length for vertical installation
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
32.
Petroleum and Natural Gas #9958816 AOC
Senior Flexonics Make Expansion Bellow , List Of Item(S) / Work(S) As Per Tender Documents , Expansion Bellow202-R-1,2,3,4 ; Columns Reactors & Pressure Vessels Equipment : Vessel Tag Number : 202-R1/R2/R3/R4 Service: Reactors Make : M/S Larsen & Toubro Limited ; Exp.Bellow,2P-1314-119(J77990-1),Pathway ; Ignore Make In Header Text. (I)Scope Of Supply Will Include Procurement Of Raw Material, Fabrication, Inspection And Testing, Packing & Forwarding And Supply Of Expansion Joint As Per Drawing Nos: J77990-1 Rev.03 And Sl. No.: J77990-1-1 Thru-1-4 . (Ii)Bellow Should Confirm To The Latest Edition Of Asme B31.3 And Ejma. (Iii)Bellow Should Be Of Universal Design As Per Latest Edition Of Asme B31.3 And Ejma. However Said Drawings May Be Considered As Minimum Basic Requirements. (Iv)Good Quality Packing Shall Be Ensured To Avoid Any Damage During Transportation. (V)Expansion Bellows Are For Reactors 202-R-01/02/03/04. 1 Ea Represents 1 Bellow For Each Reactor. , Expert Supervision For Installation Of Item Sr. No. 10 ;;; Scope: 1.Per Diem Charges Of 01 No. Expert For 08 Hours Working On Normal Working Days (From Monday To Saturday). Ea Species Manday 2. Boarding , Lodging And Ineternal Transportaion Shall Be In Scope Of Vendor.Vendor To Quote Accordingly. 3. Submission Of Post Installation Report. Note : 1.,,This Line Item Only Pertains To Supervision During Installation Of Procured Material At Iocl Refinery Site And Accordingly Engineering Days Shall Be Reckoned From The Date Of Handover Of Equipment For Supervision Job . Payment Shall Be Made As Per Daily Log Sheet Signed By Iocl Site Engineer. 2.,,Completion Period For Work Order Shall Be 2 Years From Cdd Of Respective Material. In Case Iocl Is Not Able To Handover The Site Within Period Of 2 Years From Material Cdd Due To Iocl Site Exigencies , Then Time Extension Shall Be Granted By Iocl To Vendor And Accordingly The Vendor Shall Provide The Supervision Services For Installation . 3.,,All Expenses Related To Travel , Lodgings , Boarding & Fooding Shall Be In Scope Of Vendor . 4.,,Ifr Suit Is Compulsory In Iocl Battery Limit . Job Shall Be Executed As Per Prevailing Safety Guidelines At Iocl . Eic / Iocl Site Engineer Decision Shall Be Final In This Regard. , Metallic Expansion Joint,Ejsc ; Expansion Joints,Mettalic Material Specification : Ss 304 Standard Size Overall Lengthmmmm ; Metallic Expansion Joint,Ejsc ; (I)Scope Of Supply Will Include Procurement Of Raw Material, Fabrication, Testing And Supplying Of Complete Assembly Of Expansion Jo Int As Per Drawing Nos: B-02-G2398 Rev B Sheet 1 Of 10 To Sheet 10 Of 10 Attached As Annexure-I. (Ii)Bellow Should Confirm To The Latest Edition Of Ejma. (Iii)Bellow Should Be Of Universal Design As Per Latest Edition Of Ejma. However Said Drawings May Be Considered As Minimum Basic Requirements. (Iv)Good Quality Packing Shall Be Ensured To Avoid Any Damage During Transportation. , Bellow,Expansion,Ej-1,Regenerator ; Regenerator Cylone Seperator Tag Number: 08-Rb-301 [F/ Mathura] ; Bellow,Expansion,Ej-1 ; (I)Scope Of Supply Will Include Procurement Of Raw Material, Fabrication, Testing And Supplying Of Complete Assembly Of Expansion Jo Int As Per Drawing Nos: B-01-G2398 Rev B Sheet 1 Of 4 To Sheet 4 Of 4. (Ii)Bellow Should Confirm To The Latest Edition Of Ejma. (Iii)Bellow Should Be Of Universal Design As Per Latest Edition Of Ejma. However Said Drawings May Be Considered As Minimum Basic Requirements. (Iv)Good Quality Packing Shall Be Ensured To Avoid Any Damage During Transportation. , Expert Supervision For Installation Of Item Sr. No. 30 & 40;;; Scope: 1. Per Diem Charges Of 01 No. Expert For 08 Hours Working On Normal Working Days (From Monday To Saturday). Ea Species Manday 2. Boarding , Lodging And Ineternal Transportaion Shall Be In Scope Of Vendor.Vendor To Quote Accordingly. 3. Submission Of Post Installation Report. Note : 1.,,This Line Item Only Pertains To Supervision During Installation Of Procured Material At Iocl Refinery Site And Accordingly Engineering Days Shall Be Reckoned From The Date Of Handover Of Equipment For Supervision Job . Payment Shall Be Made As Per Daily Log Sheet Signed By Iocl Site Engineer. 2.,,Completion Period For Work Order Shall Be 2 Years From Cdd Of Respective Material. In Case Iocl Is Not Able To Handover The Site Within Period Of 2 Years From Material Cdd Due To Iocl Site Exigencies , Then Time Extension Shall Be Granted By Iocl To Vendor And Accordingly The Vendor Shall Provide The Supervision Services For Installation . 3.,,All Expenses Related To Travel , Lodgings , Boarding & Fooding Shall Be In Scope Of Vendor . 4.,,Ifr Suit Is Compulsory In Iocl Battery Limit . Job Shall Be Executed As Per Prevailing Safety Guidelines At Iocl . Eic / Iocl Site Engineer Decision Shall Be Final In This Regard.
Contract Date: Apr 08, 2026 Contract Value : 4.08 Lakh
Boards / Undertakings / PSU No of Bidders 1
33.
Youth Affairs and Sports and Culture #9948412 AOC
Work Related To The Selection Of Durga Pujas Under Biswa Bangla Sharad Samman 2025- 1 Arrangements for Opening Press Conference : 2 Hiring, Fitting, Fixing, Transportation and Dismantling of Flex Back Drop 10x5 with Iron Stand 3 Arrangement of auditorium Light (LED Par) 4 Sound Arrangements for Opening Press Conference: 5 Hiring, fitting, fixing and transportation of SoundBox with stand 6 Cordless MIC 7 Hiring, fitting, fixing and transportation of Plasma T.V with stand 8 AV for BBSS 2025 9 Furniture for Opening Press Conference: 10 Hiring, fitting, fixing and transportation of 5x3 Table with frill 11 Hiring, fitting, fixing and transportation of BanquetChair 12 Venue Branding for Opening Press Conference: 13 Hiring, Fitting, Fixing, Transportation andDismantling of 8x4 iron standee with black back 14 Hiring, Fitting, Fixing, Transportation andDismantling of 10x8 hoarding 15 Dummy Form 16 F&B Services for Opening Press Conference : 17 Arrangement of tea-biscuits @Rs 20/- 18 Arrangement of packaged drinking water @ Rs 12/- 19 Food packets for media personnel to the tune of Rs. 160/- 20 Food packets for officials and others to the tune of Rs. 160/- 21 Manpower for Opening Press Conference: 22 Ushers with proper costume 23 Supervisors 24 Event Co-ordinator 25 Connectivity for Opening Press Conference: 26 Walky-Talky Connectivity 27 Arrangements for Press conference on Declaration of Winners: 28 Hiring, Fitting, Fixing, Transportation and Dismantling of Flex Back Drop 10 x 5 with Iron Stand 29 Arrangement of auditorium Light (LED Par) 30 Sound Arrangements for Press conference onDeclaration of Winners 31 Hiring, fitting, fixing and transportation of of Sound Box with stand 32 Cordless MIC 33 Hiring, fitting, fixing and transportation of Plasma T.V with stand 34 AV for BBSS 2025 35 Furniturefor Press conference on Declaration ofWinners 36 Hiring, fitting, fixing and transportation of 5x3 Table with frill 37 Hiring, fitting, fixing and transportation of BanquetChair 38 Venue Brandingfor Press conference onDeclaration of Winners 39 Hiring, Fitting, Fixing, Transportation andDismantling of 8x4 iron standee with black back 40 Hiring, Fitting, Fixing, transportation andDismantling of 8x6 hoarding 41 F&B Services for Press conference on Declaration of Winners 42 Arrangement of tea-biscuits @Rs 20/- 43 Arrangement of packaged drinking water @ Rs 12/- 44 Food packets for media personnel to the tune of Rs. 160/- 45 Food packets for officials and others to the tune of Rs. 160/- 46 Manpowerfor Press conference on Declaration of Winners 47 Ushers with proper costume 48 Supervisors 49 Attache for dignitaries 50 Connectivity for Press conference on Declaration of Winners 51 Walky-Talky Connectivity 52 Transportation 53 AC Innova for Event Formulation and preliminary judgement for primary selection and distribution of participation bannerfrom 8am to 10pm Total vehicle required 12 cars daily for 2 days (Actual logbook should be submitted with proper signature and name in capital letters). 54 AC Innova for distributing branding materials among last year winners and current year winners for 4 days from 8am to 12 pm, 5 cars daily for (Actual logbook should be submitted with proper signature and name in capital letters) (Considering Festive season) 55 AC innova for Judgement procedure for 5 days from 2pm to 8am, 8 cars daily (Actual logbook should be submitted with proper signature and name in capital letters) (Considering Festive Season) 56 Celebrity Movement 57 AC Innova with experienced attache for celebrity judgement round (Actual logbook should be submitted with proper signature and name in capital letters). 58 Branding & Publicity 59 Garbito Bijoyi Cutouts (12x4 flex with wooden frame) for 100 puja committees, 5 nos for each puja committees 60 Flex Bannerwith i-let 10x5 (3pcs for each puja committee, expected entry 500 ) 61 1 CD with creative open file for each pujo committee expected 500 or above 62 Hiring, Fitting, Fixing and Dismantling of DecorativePillar (10 X 4) for City Branding 63 Hiring, Fitting, Fixing and Dismantling of 10x5 flex hoarding with wooden structure for City Branding 64 Hiring, Fitting, Fixing and Dismantling of 4x8 Iron Standee with flex printing for City Branding 65 Hiring, Fitting, Fixing and Dismantling of 8x6 woodenHoarding with flex printing for City Branding 66 Winners Cutout made of Sunboard and iron stand (size 4 x 8) and to be supplied at different Puja Committees 67 Printing & Others 68 Lapel Card: 300GSM with 1inch satin ribbon 69 A4 size Car Sticker with synthetic gum 70 Stationary items like Clip board, pen, pencil, eraser, Tabulation Sheet etc 71 BBSS Logo Printed Clip Board 72 BBSS Logo Printed T-SHIRT 73 Priting of Folders with BBSS logo 74 Documentation 75 Video Documentation with HD Quality for 500 pujo committee or above (in terms of Order No. 217/ICA/ADVT/21 dt. 27/05/2021) (18 hrs) 76 Still Documentation with HD Quality for 500 pujo committee or above (in terms of Order No. 217/ICA/ADVT/21 dt. 27/05/2021) Payment should be made on DAVP Ratecommittee or above (18 hrs) 77 Food & Bevarage 78 Dinner packets for entire judgement team daily basis 125 packets for 5 days to the tune of Rs. 300/- 79 Standard tiffin packets for For VVIP to the tune of Rs. 750/- each.with service boy in cutlery set 80 Event Planning & Manpower Management 81 Remuneration for Short Lister for Zone wise judgement Procedure for 5 days (10 Personnel per day) (Rate should be quoted for 1 Personnel for 1 day) 82 Remuneration for Supervisorfor ZonewiseJudgement for 5 days (5 Personnel per day) (Rate should be quoted for 1 Personnel for 1 day) 83 Remuneration for Observer for entire JudgementProcedure for 5 days (2 Personnel per day) (Rate should be quoted for 1 Personnel for 1 day) 84 Remuneration Experienced Attachefor 5 days (5 X 15 Heads) 85 Event supervisor for 5 days (5 X 4 Heads) (18 hrs per person per day) 86 Event Co-ordinator for 5 days (5 X 8 Heads) (18 hrs per person per day) 87 Back office Manager for 5 days (5 X 3 Heads) 88 Logistic Hardware & Infrastructure 89 Back Office - Daily Scheduling - Event Arena 90 3600 sqft hanger with power backup & all electrical equipments 91 Hiring of PA system for 5 days 92 Furnitures: 93 Hiring, fitting, fixing and transportation of 5x3 Table with frill 94 Hiring, fitting, fixing and transportation of Plastic chairs 95 CCTV installation and monitoring 96 Security for 5 days (2 no manpower per day for 3 shift) 97 Walky Talky Connectivity for managing entire event. 98 Support and Maintenance of website 99 Support and Maintenance of website 100 Data Compilation and management 101 Compilation of Data of online submission (category wise) day to day report 102 Updating the data base and compilation of all data category wise and day to day report 103 Telephonic Communication with all puja committees in kolkata region 104 Govt. Taxes 105 Including all Govt. taxes
Contract Date: Apr 07, 2026 Contract Value : 81.42 Lakh
Government Departments No of Bidders 3
West Bengal View Result →
34.
Power #9921536 AOC
Tender For Material Supply, Spares & Special Tools - RGC - Construction of 33/110kV Step Up GIS at Pushpakandam-- 1 Design, Engineering, Manufacture, Testing at manufacturers works, Delivery at site including all materials, accessories such as OLTC,RTCC, with Transformer Oil and 10% extra Oil, spares,Gaskets, OTI,WTI,MOLG indicators with transducers and Tools as per specification , loading and unloading, transportation, handling, proper storage at siteThree Phase Two Winding Transformer33/110kV, 60MVA Capacity with optical sensors and Remote Data Transfer facility with optical communication media, and all other accessories complete, with SAS Integration Scope , all required valves and flanges for NIFPS shall be provided for transformer at the time of transformer design itself,inclusive of necessary connectors/clamps suitable for Aluminium tube/ACSR conductor(All other items as per technical specification / Layout drawings) - intended for Renewable Energy Evacuation 2 Design, Manufacture, Testing at Manufacturers works, Transportation and Delivery of 110 kV, 3 Phase Encapsulated Double Busbar Indoor Gas Insulated Switchgearequipmentand other accessories at Substation siteand as per respective Technical Specifications, Single Line Diagram, General Arrangement Drawings, IS/IEC standards, approval of KSEBLand relevant special conditions applicable. The quote for each bay shall include necessary interconnecting GI bus ducts within the building. The supply include all accessories of GIS bay, earthing materials for forming the earth grid inside the GIS hallas per standards of GIS earthing (Cu/Al), including RF Earthing, Cable tray, control cable from GIS to LCC, LCC panel, ladder etc. complete. 3 110 kV GIS Feeder Bay with PT(40kA/ 1250A min) 4 110kV GIS Double Bus bar arragement with PT(40kA/ 2500A min) 5 110kV GIS Bus Coupler Bay(40kA/2500A min) 6 110kV GIS Transformer Bay (40kA/1250A min) 7 Polymer housedSurge Arrester suitable for 110kV, 10kA, Class 3 withclamps, terminal connectors suitable for connection of any type of conductor or Al/cu pipe bus as per requirement, leakage current measuring meter with counter, flexible copper cable of required size and all accessories complete 8 110kV composite solid core station post insulator , clamps, connectors etc suitablefor Al/ Cu Pipe Bus /Conductors. 9 Neutral CT (NCT) 36kV 3150Afor 60 MVA 110/33kV, Power Transformer with structure including clamps,terminal connectors and 36kV composite solid core post insulator with structure for support of GI earthing conductor/strip with terminal connector and all other accessories complete-Ratio 1200-600/1-1 Amps(33 kV side) 10 Neutral CT (NCT) 36kV 3150A for 60 MVA 110/33kV, Power Transformer with structure including clamps,terminal connectors and 36kV composite solid core post insulator with structure for support of GI earthing conductor/strip with terminal connector and all other accessories complete-Ratio 400-200/1-1 Amps(110 kV side) 11 UG power cable- 110kV, Single core, 630sqmm, Aluminium conductor,XLPE insulated,Aluminium Corrugated sheathedandHDPE Outer jacket under ground cable having rated short circuit capacity for both conductor and armourwith necessary Non - Magnetic , Metalic Trefoil/flat formation clamps atminimum 3 metre interval, steel/nylon cable ties wherever necessary 12 Outdoor termination kit suitable for 110kV, 630 Sqmm Single core Copper/ Aluminium UG cable for yard structure mountinginclusive of all accessories like earthing cable, suitable Non - Magnetic, Metalic clamp for fixing cable to support structure etc at 1m interval complete. 13 Indoor Plug in Type GIS termination kit for 110kV 630 Sqmm XLPE Single coreCopper/ Aluminium UG cable,inclusive of all accessories like earthing cable, suitable Non - Magnetic , Metalic clamp for fixing cable to support structure etc at 1m interval complete. 14 Supply of 4IPS Schedule 40 Al. Tube including requiredJointing Sleeves, Expansion joints, etc. withnecessary fixing clamp and all accessories complete for 110kV,33kV equipment to equipment connection 15 Three Phase Link Box 6.6kV withoutSVL for 110kV cable with copper bonding cable(minimum cross-section 300sq.mm) including all accessories 16 Three Phase Link Box 6.6kV withSVL for 110kV cable with copper bonding cable(minimum cross-section 300sq.mm) including all accessories 17 33kV Indoor composite VCBPanels having bus capacity 31.5 kA for 3sec, 3150A at STC continuous rating, 4 nos feeder bays having capacity not less than 1250A ,2 nos transformer feeder bays (for 33/110kV transformer) having capacity not less than 2000A ,1 nos transformer feeder bay ( for 33/11 kV5MVA Transformer ) having capacity not less than 1250A and1 nos bus coupler with bussection panel not less than 3150A, two bus PT panel at both side of the bus .Every feeder/incomer/ bus coupler shall have CT, E/S, synchro check, SEM Energy Meter, Ammeter, Voltmeter, Control and Protectionincluding earthing as per standards(Cu), cable tray, control cables etc completeand as per SLDand specifications. 33/110 kV 60 MVA Transformer feeder shall have provision for termination of cable size 3 runs per phase of 630 sqmm Aluminium cable. Each incomer panel (transformer) shall be provided with additional special protection class CT cores for differential protection scheme M1 and M2 at 110kV transformer C&R panel. All the feeders shall be remote controlled from SCMS and from the local console of the numerical relays with Bay Control Unit and protection unit including supply of the same. The supply includes one number VCBfor each ratings as spare (2000A, 1250A) and two numbers of service trolley for VCB , E/S, PT and spares (as per attached list clause 6.6 & 6.7 of volume 2, Chapter 27). 18 Polymer housedSurge Arrester suitable for 33kV, 10kA, Class-3 with clamps, terminal connectors etc. suitable for connection ofany type of conductor or Al /Cu pipe bus as per requirement, including leakage current measuring meter with counter, flexible copper cable of required size and all accessories complete (33kV Feeder/ Transformer) 19 33kV 800A Triple Pole Line Isolator with Structure, clamps, terminal connectors etc. suitable for connection of any type of conductor or Al/Cu pipe bus as per requirement 20 33kV Pin insulator with pin 21 33kV composite solid core station post insulator with high level structure with clamp & connectors suitable for Al pipe/conductor. 22 UG power cable- 33kV 1Cx630sqmm Aluminium 33kV, XLPE Aluminium armoured having rated short circuit current capacity for both conductor and armour and HDPE outer jacket for 33/110kV 60MVA transformer incomer with necessary Non-magnetic, metallic, Trefoil/flat formation clamps at minimum 3 metre interval and steel/nylon cable tie wherever necessary 23 Outdoor Heat shrinkable termination kit suitable for 33kV, 630 Sqmm XLPE Single core Aluminium UG cablewith necessary clamps, connectors suitable for connection ofany type of conductor or Al /Cu pipe buswith all accessoriesincluding cost of bimetallic strip etc. and suitable Non-magnetic, metallic clamps for fixing cable to support structure at 1m interval complete. 24 Indoor Heat shrinkable termination kit suitable for 33kV, 630 Sqmm XLPE Single core AluminiumUG cablewith necessary clamps, connectors suitable for connection ofany type of conductor or Al /Cu pipe buswith all accessoriesincluding cost of bimetallic strip etc. and suitable Non-magnetic, metallic clamps for fixing cable to support structure at 1m interval complete. 25 Design, Engineering, manufacturing, testing at Manufactures worksite, supply, delivery,loading and unloading, transportation, handling, proper storage at site,supervisionof erection, testing and commissioning of 33/11kV, 5MVA three phase two windingtransformer as per technical speciationsincluding all materials, accessories such as Off Load Tap Changer, Transformer Oil and 10% extra Oil, spare Gaskets, OTI,WTI,MOLG indicators with transducers as per specification and Remote Data Transfer facility with optical communication media, with SAS Integration Scope , inclusive of necessary connectors/clamps suitable for Aluminium tube/ACSR conductor(All other items as per technical specification / Layout drawings) - intended for Renewable Energy Evacuation 26 Neutral CT (NCT) for 5 MVA 33/11kV Power Transformer with structure including clamps,terminal connectors andcomposite solid core post insulator with structure for support of GI earthing conductor/strip with terminal connector and all other accessories complete -Ratio 200/1-1 Amps (33kV side) 27 Neutral CT (NCT) for 5 MVA 33/11kV Power Transformer with structure including clamps,terminal connectors andcomposite solid core post insulator with structure for support of GI earthing conductor/strip with terminal connector and all other accessories complete -Ratio 300/1-1 Amps (11kV side) 28 Alumimium UG Cable- 33kV, 3Cx300 sq.mm XLPE insulated, Galvanised steel strips armoured power cable for feeders / Aux Tfr with necessarymetallic, non magnetic clamps atminimum 3 metre interval, steel/nylon cable tie wherever necessary 29 Outdoor Termination kit Heat Shrinkable Type for 3Cx300sqmm Aluminium 33kV, XLPE Galvanised steel strips armoured power cable with necessary clamps, connectors suitable for connection ofany type of conductor or Al /Cu pipe buswith all accessoriesetc. and suitable clamps for fixing cable to support structure at 1m interval complete 30 Indoor Termination kit Heat Shrinkable Type for 3Cx300sqmm Aluminium 33kV, XLPEGalvanised steel strips armoured power cable with necessary clamps, connectors suitable for connection ofany type of conductor or Al /Cu pipe buswith all accessoriesetc. and suitable clamps for fixing cable to support structure at 1m interval complete 31 Distribution Transformer 11kV/433V, 250 kVA, Star rated (BEE Latest notification as on date of tender)with 11kV & 433V outdoor cable entry box, suitableDistribution Box with LT cable (Trfr to LT box) with 500Amps Fuse and MCCB including all accessories like Busbar, Metering Cabinets etcand its fixing -mounting arrangement on plinth 32 11kV Outdoor type RMU withcombination of 2( two) numbers ofSF6 insulated/arc quenching motorized Load Break Switches and one Vacuum/SF6 breaker suitable for 11KV/433V Auxillary Transformer/ Outgoing feederas per the KSEBL approved make with CT, VT, Control and Protection Relays - Overcurrent/REF etc. and Metering, Indications complete (SCADA compatable) as per the technical specification 33 11kV Outdoor type RMU withcombination of 2( two) numbers ofSF6 insulated/arc quenching motorized Load Break Switches as per the KSEBL approved make with CT, VT, Control and Protection Relays - Overcurrent/REF etc. and Metering, Indications complete (SCADA compatable) as per the technical specification 34 Supply of 11kV indoor VCB 5 panel set with combinations of Incomer feeder panel with PT (1 number), Outgoing feeder panel (3 number) and transfomer panel (1 number) with bay control and protection unit (BCPU) for integration with upstream Substation Automation System (SAS) through HSR/PRP topology (IEC 61850 edt 2 compliant) with protection philosophy specified in technical specification along with supply of accessories necessary for operational spares and special tools (as per attached list clause 37.6 & 38 of volume 2, Chapter 30). Bus Bar ratings are 2000A. Circuit breaker shall be E2 M2 C2 class as per IEC 62271-200. Feeder, transformer and incomer panel shall have capacitive voltage indicators (CVI) and only incomer panel BPCU will have PT inputs. Feeder,transfomrer and incomer panels shall house one each multi-function meter (MFM) and DLMS compatible energy meters. Each Incoming and outgoing feeders shall be equipped with split core type CBCT for Sensitive Earth Fault Protection 35 Supply of Polymeric type LA suitable for 11kV 36 3Cx300sqmm 11kV Aluminium XLPE insulated under ground armoured cable, with necessaryclamps for fixing with support structure at 3 m interval 37 3Cx300sqmm11kV Aluminium XLPE Under ground cable Termination Kit Outdoor Heat Shrinkable 38 3Cx300mm2 11kV Aluminium XLPE Under ground cable Termination Kit Indoor Heat Shrinkable 39 Supply of Hot dip Galvanised LatticeStructurefor 33kV,11kV& 110 kV Switch Yard, Columns/Beams/Pre fabricated Cable Supports in Trenches/lightning mast structure/ lighting mast structure/ equipment structures unless otherwise not specified else where in the BOQ etcinclusive of N&Betc(as per respective Technical Specifications, standards and relevant special conditions). 40 EOT Crane of suitable capacity (minimum 5T safe working load) with single hook and double girder arrangement for GIS Hall. Contractor shall submit the capacity calculation of the crane incorporating 25% additional load considering erection and maintenance of largest GIS component / assembly. 41 DG set 125 kVA silent type, Outdoor plinth mounted withAMF panel, Auto Load Change over module and panels, Battery and its charger, Diesel Tank etc with SAS integration facilities including all accessories complete 42 Battery Set - 110 V, 400Ah , Lead Acid plante Battery SetC10 Duty cycle (Rating is tentative and final sizing as per the load calculation shall be under bidder scope) & Installationwith Battery Racks made with acid proof material ,two number of indsutrial type flame proof exhaust fan and all necessary arrangements including tool kit like hydro meter, chemical gloves, multimeter etc. 43 48V, 200 AH VRLA Battery Set with all associated accessories for reliable communication & data acquistion project complete as per specifications 44 SCADA compatible 110V Dual mode (FC+ BC) Battery Charger, with independent Float (FC)and Boost charging (BC) (2 number rectifier unit) min-FC-80A, BC-80A, suitable for 110V Battery bank as per design and shall charge Battery set as per technical requirement during float /boost mode without interruption to load. The charger shall have two independent incomer supply.(Battery charger shall meet the full DC load during boost condition and the Bidder shall propose the final sizing of the battery charger during detailed engineering for approval)(Both set shall be of different make ) 45 Battery Charger - 48 V Dual mode (FC+BC) (Float - 30A/Boost - 60A) - SCADA compatible, SMPS based,Suitable to VRLA Battery set and shall be able to charge Battery set as per requirement during float /boost mode as well as it shall supply to load as per rated voltage of load components inclusive of necessary power, communication and control cables with all accessories complete -Compact type 46 SCADA compatible DCDB-110 V with minimum 20 + 20 Outgoing feeders duplex type (Floor Mountable) with changeover panel having interlock facility with 20% spare feeder breakers for station control and protection systems as per the station requirement, facility shall be there to charge any battery set with any of the battery chargerwith interlock. Ratings shall be as per the battery sizing calculation. 47 DCDB 48 V with change over facility and min 20 Nos. of Distribution Outlets( 2 Nos.- 10A and 18 Nos. 6A)-DUPLEX Type-SCADA/SAS Compatible-Wall mountable 48 SCADA compatible LT 3 phase 50Hz Panel Boardwith Insulated Aluminium Bus Bar, 2 nos incomers (Auxillary Transformer / DG Set), automatic interlock/load change over facilty, two sets of outgoing,panel with LED indications, panel meters,ACB /MCCB(incomers), MCCB (feeders), Earth Bus bar etc., for LT Power Distribution to Control room/equipments including all accessories complete as perspecifications having minimum 20% spare feeders.Remote operation shall be possible for incomers and DG set.(Panel sizing and rating to be proposed by the bidder during detailed engineering for approval). 49 SCADA compatible LT MLDB/LDB/Street light control DB with Lighting Transformer, Surge Protection Devices, MCCB, MCB, RCCB, ELCB and all accessories complete as per technical specifications for Control Room and Yard lighting including all sub distribution boards, and SCADA compatible ACDB/Sub ACDB for Air Conditioners & AHU with soft starting feature etc. including MCCB, MCB, RCCB, ELCB. (The DB sizing and rating shall be proposed by the bidder, with 20% spare capacity, during detailed engineering for KSEBL approval) 50 SCADA compatible LT Emegency Lighting Distribution Board (ELDB) with 63A Incomer and minimum 12Nos 10A Outgoing Feeders and DC Emegency Lighting Distribution Board (DC ELDB) and related accessories including MCCB/MCB,RCCB/ ELCB as perstandard specifications for Emergency lighting in the substation / Switchyard, charges including all sub distribution boards 51 LT A.C Three Phase Self mounted Indoor Power Kiosk IP 42 with 1 incomer MCCB 63A including indicating lamps,single phase and three phaseindustrial type16A sockets etc. at GIS hall 52 LT A.C Three Phase Self mounted Outdoor Power Kiosk (IP 56) with 1 incomer MCCB 250A, 2 Outgoing MCCB 160A & 100A including indicating lamps,3 phase and singlephase industrial type 16A sockets etc. complete for Transformer oil filteration unit, welding purpose etc. 53 Supply of Protection Panels/Equipments, Substation Automation System and materials as per technical specifications, IS/IEC Standards applicable 54 Control and Protection panel for Transformer with Differential Protection,REF (Transformer management relay) for HV and LV [M1 and M2 relay shall be of different make / platform and each shall have-87, 67/67N, 64R-Low Impedance, Transformer Mechanical Protection- Bucholz, OLTC Bucholz, OLTCPanel Control & signal interfacing with RTCC panel, OTI, WTI, PRD1 &2 through high impedance tripping relays, MOLG Alarms etc.,] 33/110kV 60MVA, with BCU , IEC 61850 Edition 2compatible and provision for interface to SCADA system. Energy meters as per technical specifications and suitable for GIS switchgear modules 55 Busbar Protection panel for8 bays (110kV Bus) as per specifications -with zone segregated tripping, LBB, end zone protection, local HMI for displaying differential current, SLD, Isolator Position etc., with output tripping relays (drawout type) and provision for interface to SCADA/SAS system 56 Control and Protection panels (main 1 and 2- 87L,21,67/67N,50N,59,PSB, 79A/R,49,81 O/U) for 110kV Feeders with BCU , IEC 61850 Edition 2compatible and provision for interface to SCADA systemas per tech specifications and suitable for GIS switchgear modules (M1 and M2 relay shall be of different make / platform and the combination shall exactly suit with the remote end M1 and M2 relays). Over and above the normal Tri-Vector Meter, the contractor should supply SEM Meters as per SRLDC/PGCIL Standards, additionally. 57 Control and Protection panel for 110kV Bus Coupler with BCU and additional Common BCU for Auxiliary control System and Monitoring including the panel as per standard and requirement of 110kV GIS 58 Design, Manufacture and Supply of Complete SAS system for 110kV GIS , as per detailed technical specification , SAS system Architecture andSLD , Reduntant Servers, Reduntant Gateway, Reduntant Routers with Hardware Firewalls,2 Nos Operator Work Station with HMI -Desktop (one operating work station with extended HMI at Nedumkandam (10Km away)) , 2 Nos. Engineering Work Station(Lap top and Desk top) , one metering PC with DCU for SAMAST metering and Remote Station Controls, necessary Panels and Furnitures etc completewith all necessary accessories, cables,converters, GPS based Time Syncronising Unit IEC compatible to cater data to and from all bays and transformer, SCADA compatible panels,interfacing /intergating line differential relay in CR panel, SAS gateway server panel etc to FODP/Communication equipment in communication room as per specification, including supply of all necessary converters for interfacing with the communication equipment , unarmoured OF cable , 40mm PLBHDPE pipe duct , all interconnecting cables , Patch chords devices etc. complete. The scope include integrating 33kV and 11 kV systems.SAS Architecture should be suitable for plug and play integration of future bays. [Including mandatory Spares as specified in volume 2 - Technical Specfications, Chapter 11, Annexure C] 59 Design, Manufacture and Supply of materials / item for Power Cable, Control Cables and instrumentation cable, Supply of various sizes of 1.1 kV FRLS-0H PVC armoured copper cable for control , Aluminum/ Copper LT power cable as per approved cable schedule (to be prepared by contractor and got approved), and provision of all types of cables from Power and Auxilliary Transformer and other equipments/switchgears, for the substation (Aluminium cables of size 185 mm2 and above shall be XLPE type) includingties , tags etc. supply of suitable size PVC pipe and accessoriesfor drawing exposed cables as per the technical specifications, IS/IEC Standards applicable. 60 12x4mm2 Control CableCopper 61 4x6mm2 Control CableCopper 62 4x4mm2 Control Cable Copper 63 2x4mm2 Control Cable Copper 64 19x2.5mm2 Control CableCopper 65 12x2.5mm2 Control Cable Copper 66 7x2.5mm2 Control Cable Copper 67 4x2.5mm2 Control Cable Copper 68 3x2.5mm2 Control Cable Copper 69 2x2.5mm2 Control Cable Copper 70 2x1.5mm2 Control Cable Copper 71 4x0.5mm2 instrumentation Cable Copper 72 4x10mm2 PVC InsulatedLT copper cables 73 2x10mm2 PVC Insulated LT copper cables 74 2x1.5 sq.mm or higher size PVC Insulated shielded copper cables for Transformer OTI & WTI wiring 75 20/25 mm dia FRLS PVC Rigid/Flexible Conduit including all clamps, clips etc. for Fire Alarm Panel and sensor wiring purpose 76 3 1/2C x300 Sqmm 1.1kV LTXLPE insulated armoured Aluminium cable 77 3 1/2C x 240 Sqmm 1.1kV LT XLPE insulated armoured Aluminium cable 78 3 1/2C x 120 Sqmm1.1kV LT XLPE insulated armoured Aluminium cable 79 3 1/2C x 90 Sqmm1.1kV LT XLPE insulated armoured Aluminium cable 80 3 1/2C x 70 Sqmm1.1kV LT XLPE insulated armoured Aluminium cable 81 3 1/2C x 50 Sqmm 1.1kV LT XLPE insulated armoured Aluminium cable 82 3 1/2C x 35 Sqmm1.1kV LT XLPE insulated armoured Aluminium cable 83 3 1/2C x 25 Sqmm1.1kV LT XLPE insulated armoured Aluminium cable 84 4C x 16 Sqmm1.1kV LT XLPE insulated armoured Aluminium cable 85 1x 95 sqmm DC cable (stranded and flexible) NFPA category FRLSLH Copper Cable for battery. 86 1x 70 mm2 DC cable (stranded and flexible) NFPA category FRLSLH Copper Cable for battery. 87 1x35 mm2 DC cable (stranded and flexible) NFPA category FRLSLH Copper Cable for battery. 88 Supplying aluminium cable tags with punching number and alphabets up to 7 digits or higher as per requirement for 220/33/11kV power cables including cost of all materials as per the technical and standard specifications 89 Hot dip galvanized ladder type cable tray with joint plate and N&B size300x100x2 with all accessories complete 90 Hot dip galvanized ladder type cable tray with joint plate and N&B size 450x100x2and with all accessories complete 91 Hot dip galvanized ladder type cable tray with joint plate and N&B size600x100x2 and with all accessories complete 92 Design, Manufacturere, Testing at Manufacturs works, transporation and Delivery of the Conductor/ Earthing Materials and associated materials for Gas Insulated Substation as per technical Specifications and IS/IEC Standards applicable 93 Aluminium Bus bar 120*10mm 94 ACSR Wolf Conductor 95 110 kV 90kN Silicon Composite Longrod Insulator 96 110 kV 70kN Silicon Composite Longrod Insulator 97 110 kV Single Tension H/W and Accessories suitable for Single Wolf 98 110 kV Single Suspension H/W and Accessories suitable for Single Wolf 99 wedge – connector suitale for wolf/Kundah 100 wedge with paddlesuitale for wolf/Kundah 101 Earth Wire 7/3.15 mm Galvanised Steel wire with required hardwares accessories and earthbond 102 Tension Clamp and Tail Clamp for 7/3.15 mm Earth Wire 103 32/40mm MS rod for earthing 104 GI strip all sizes as per requirement for earthing 105 Clamp and saddle for GI strip/wire 106 Test link for lightning protection 107 1.5m GI lightning spike with fixing clamps 108 Design and supply ofVentilation system for GIS hall(positive pressure type)with prefilters and fine filters of washable type for 100% capacity of GIS hall, with air displacement of 5 times the volume of GIS hall per hour (one operating + one standby , consisting of two units each having capacity 5 times air changes per hourof GIS hall workingcyclically for 50% of time)with soft starting feature,comprising of GI ducts( with provision for nitrile rubber insulation if taken externally), fire dampers, exhaust dampers, grills, noise reduction system etc. complete.The system shall be monitored via SCADA including necessaryelectrical panels. 109 Design, Manufacturere, Testing at Manufacturs works, transporation and Delivery of the Fire and Safety Equipments and materials for 33/110kV Gas Insulated Substation as per technical Specifications and IS/IEC Standards applicable- Portable and wheel/ trolley mounted fire extinguishers for Control room 110kV GIS Hall, 110kV Switchyard Relay panel room of GIS Hall,Transformers and other Strategic locations including its installation at site 110 Dry chemical powder of 9kg capacity 111 Dry chemical powder of 25kg capacity 112 Dry chemical powder of 50kg capacity 113 CO2 gas type of capacity 6.5kg 114 CO2 gas type of capacity 22.5kg 115 Mechanical foam type capacity 9LT 116 Mechanical foam type capacity 50LT - 117 Fire Stand with 4 buckets(Including Concreting as per drawings) 118 SCADA compatible - Main Fire Alarm Control Panel (Zone of protection as per approved scheme) complete with Charger, Rectifier, Visual Display, battery back up complete as per the station requirement 119 Photo Electric type Smoke detector with base compatable for Fire Alarm Panel 120 Photo Electric type Heat detector with base compatable for Fire Alarm Panel 121 Supply of Beam Detector and Reflector for GIS with base compatable for Fire Alarm Panel 122 Audio Alarm with Hooters cum Speakers compatable for Fire Alarm Panel 123 Manual Call point of Break Glass Type with hammer and chain 124 Insulating Mat (Size 2000x1000x2mm) class A including its fixing at site as per Technical Specification and IS 125 Safety Chart for First Aid, Electric Shock & Fire and Fire Fighting Equipments including its fixing accessories complete 126 Lighting and General / Miscellaneous Items 127 Optical Fibre Cable (12F Single Mode and 12F Multimode) , SM and MM Patchcords, all necessary connectors complete, as per site requirement for extended HMI, bus bar protection other than SASas per site requirement and technical specification 128 Ground Enhancement Material (GEM) ( Per Bag -11.33 Kgs ) - Conforms IEC 62561-7 Standard. The GEM shall have Resistivity of less than 20 Ohm-cm and Environmental friendly 129 Visual Monitoring System (VMS) with surveilliancecamera as per technical specification and layout drawing (Including local PC monitoring set up having sufficient storage capacity, remote end PC monitoring if necessary set up shall be in the scope of supply) including necessary power and communicationcables, interconnecting hardwares, PVC pipes and all other accessoriesetc complete as per the technical specifications (minimum requirement : Fixed Camera : min 8 Nos, Pan Tilt Zoom Camera : min 2 Nos, Fixed Variable Focus: min 4 Nosand storage >8TB) 130 Design of Air Conditioning system and Supply of5 Star rated (as per latest BEE notification)2TR or higher capacity split type inverter Air Conditioners, with stabilizer, Power Isolator etc.for Control & Relay panel room, Communication room, SCADA room, Bay Control Room (each room has got minimum one unit of redundancy, cyclically operated with Room temperature indicator) as per detailed engineering and approval. Temperature indicators shall be integrated to SCADA 131 SPARES for GIS - 220/110kV 132 Tripping & closing coil(Each Breaker type Module) 133 Motor for disconnector of each type of equipment 134 Motor for CB spring charging (each Breaker Type) 135 SF6 Pressure Guage for Circuit Breaker 136 SF6 Pressure Guage for other compartments 137 SF6 Pressure Relief Device 138 Auxillary contact assembly for Circuit Breaker 139 Auxillary contact assembly for Disconnector/Isolator-each type 140 SF6 gas 141 Moisture absorbant catridge 142 NRV gas filling valve for equipment 143 Indication lamps and lamps for semaphores & annunciators- one for each type & colour 144 Annunciator full set each type with one set of relay card 145 Special tools for Installation and Maintenance -220/110kV 146 Gas Leakage detector - DILO make 147 Special spanners for General maintenance for supplied GIS 148 SF6 gas bottle locking , measuring and filling assembly with whole hose 149 Measuring Instruments 150 Clamp on meter- capable to measure mA range .• High sensitivity, miniature AC/DC clamp meter.Range: 200mA/2/20A AC, 2/20A DCMin. resolution for AC: 0.1mAMin. Resolution for DC: 1mAJaw size: 7.5mm all required accessories from following make and model Fluke,MEGGER,KYORITSU 151 Phase Sequence meter with Standard accessories -Fluke,MEGGER,KYORITSU 152 Digital Multimeter 279FC TRMS Thermal or advancedFluke,MEGGER Model 153 Analog Multimeter, with Standard accessories - Fluke,MEGGER,KYORITSU 154 SF6 gas Analyser including DEW point,purtity & Hygrometer etc.
Contract Date: Apr 01, 2026 Contract Value : 369.42 Crore
Boards / Undertakings / PSU No of Bidders 8
35.
Road Transport and Highways #9896377 AOC
Cathodic Protection Work For Pp Unit For Pdh-Pp Plant With Ethane And Propane Storage And Handling Facilities At Petronet Lng Limited, Dahej, Gujarat , Cathodic Protection , Permanentcathodic Protectionsystem For Rcc Piles , Survey,Design,Detailedengineering,Installation,Testingand Commissioningof Impressedcurrentcathodicprotection(C.P)Systemforsoil Side Corrosion Prevention Of Rebars In Rcc Piles As Per Details Given In The Specificationvide Documentno. B862-000-06-45-Cps-8003 Rev.0 And Iccp System For Ug Piping, Vesselsand Tanksas Per Specificationno. B862-000-06-45-Csp-01. This Will Include Testing/Commissioningof Completecp Systemand Interferencetests Includingsupply Of All Materials,Laboursalong With Preparationand Submissionof Detail Engineeringpackagewith Locationdrawings,Constructiondrawings, C.P.Systemequipment/Material Drawingsand Boqfor Procurementpurpose.All Approvedas-Builtdrawingsincludingsoftcopiesforauto Cad Drawings, Operation & Maintenancemanual For C.P. System Including Commissioningreport Shall Also Be Submitted.All Work Shall Be Carried Out Conformingto The Scope Of Work, Designbasis, Data Sheets,Specification,Standardsas Per The Tender And Provisionsof Gcc, Scc , Eil / Ow Ner Approvedsurvey Report/Design Package, Including All Materials, Equipment, Consumables,Spares, Transportation,Storage Of Materials At Site, Manpower, In Line With Direction Of Engineer-In-Charge. , Supply And Installationof Automaticcurrentcontrolled,Outdoortype, Oil Cooled,Plinth Mountedtransformerrectifierunit(T/Runit) With Integral Rtu Module, Complete With Its Accessoriesand Auxiliariesincludingearthing Arrangement,Related Civil/ Foundation/ Structural Works And Input/Outputcable Connectionand Glandingof Incomingand Outgoingcablesinside T/R Unit And Includingall Labourand Materialsas Per Specifications,Drawingsand Directionsof Engineer-In- Charge. , 75V/75A , Supplyandinstallationofoutdoortype,Plinth/Structuremountedip-55,C.P.Systempowerdistributionboard(Pdb),Completewithits Accessoriesand Auxiliariesincluding Earthing Arrangement,Related Civil/ Foundation/ Structural Works And Input/Outputcable Connectionand Glanding Of Incoming And Outgoing Cables And Also At Owner Switch Board Complete In All Respectsand Including All Labour And Materialsas Per Specifications,Drawingsand Directionsof Engineer- In-Charge. , 63Amps , Supply And Installationof Mmo Anode In Deepwell/Semideepwell Arrangementand Backfilling With Cokebreeze,Sand/ Soil Including Brick Cover After Laying As Per Specification,Drawing And Direction Of Engineer-In Charge. , 8A Rated Mmo Anode , Cokebreeze For Mmo Anode As Per Specification , 1.5Mmti-Mmo,Factorycoke Backfilledfabricjacketedmixed Metal Oxide Coatedtitaniumwire Anode With Kynar Insulationand Hmw Pe Sheathingas Per Spec. No. B862-000-06-45-Csp-01 , Supplyand Installationof Junctionboxes,Layingof Cables,Connection,Terminationand Glandingof Cablesat Junctionbox End For +Ve Header,-Ve Header, Drainage,Measurement,Referencecell,Anodeleadcablesincludingsupportingand Mountingarrangementsforjunctionbox Relatedcivil/Foundation Works, Excavation Of Concrete Pavement/Soil Whichever Existing For Installation, Backfilling And Restoration Of The Concrete Pavement Wherever Existing After Completion Of Works Etc. Complete And Including All Labour/ Materials As Per Specifications,Drawings And Direction Of Engineer-In-Charge. , Anode Junction Boxes (Ajb) Suitable For Classified Areas , Cathode Junction Boxes (Cjb) Suitable For Classified Areas , Monitoring Junction Box (Mjb) Suitable For Non-Classified Areas , Power Distribution Box (Pdb) Suitable For Non-Classified Areas , Supply And Laying Of Following Cables Including Back Filling, Arrangement Of Nullah/Road Crossing By Using Proper Size Pvc Conduit Pipe For Each Cable Including Restoration Of Any Damage Of Nullah/Roadcrossing, Clamping Cables At Cable/Pipe Racks And Structureswherever Existing, Laying Through Gi/Pvc Conduit Under Rcc Pavement,Laying Through Existing Cable Trench Or Cable Tray Inside/Outsidesubstation Building, Supply And Installation Of All Accessoriesrequired For Cable Laying Including Cable Markers Etc. Complete And Including All Labours And Materials As Per Specification And Instructionsof Engineer-In-Charge. Gi/Pvc Conduit Pipe To Be Used Shall Be 50 Mm N.B.,2.9Mm W .T & 25 Mm N.B.,2.65Mm W .T , 1C X 95Sq.Mm - Anode & Cathode Header Cable (Al, Al Wire Armoured, Pvc Insulated And Pvc Sheathed) , 1C X 50Sq.Mm - Drainage Cable (Cu, Al Wire Armoured, Pvc Insulated And Pvc Sheathed) , 4C X 50Sq.Mm - Power Cable Between Power Source And Pdb (Al, Pvc Insulated And Pvc Sheathed, Armoured) For 63Amp Pdb , 3C X 25Sq.Mm - Power Supply Cable Between Power Pdb & Tr Unit (Al, Al Wire Armoured, Pvc Insulated And Pvc Sheathed) , 1C X 35Sq.Mm - Earthing Cable (Al, Unarmoured, Pvc Insulated And Pvc Sheathed) , 1C X 10Sq.Mm - Anode Lead Cable Between Anode To Ajb (Cu, Unarmoured, Pvdf Insulated, Hmw Pe Sheathed) , 1C X 4Sq.Mm - Reference Cell / Measurement Cable (Cu, Pe/Pvc Insulated And Pvc Sheathed, Screened And Armoured Cable) Between Ref Cell /Vessel To Mjb , 10C X 2.5Sq.Mm- Referencecell / Measurementcable Betweenmjb To Tru& Cjb To Mjb (Cu,Pe/Pvcinsulatedand Pvcsheathed,Screenedand Armoured) , 24C X 2.5Sq.Mm- Referencecell / Measurementcable Betweenmjb To Rtu & Tru To Rtu (Cu,Pe/Pvcinsulatedand Pvcsheathed,Screenedand Armoured) , 3C X 16Sq.Mm - Power Supply Cable Between Pdb To Rtu/Plc For Central Monitoring (Al, Pvc Insulated And Pvc Sheathed, Al Wire Armoured) , Rs485 Network Cable, 1.0Mm2, 2-Pair, Each Pair Twisted And Laid, Numbered Or Colour Coded, Solid Copper Conductor, Pe/Pc Insulated And Sheathed, Provided With Polyester Tape Over It, Screened With Poly Aluminium Tape Of 0.3Mm And Armoured With One Layer Of Gi Wire Cable, To Be Laid Between Rtu & Fo Junction Box Located At Each Tru Shed And Master Computer & Fo Junction Box Located At S/S , Fibre Optic Cable, 6 Core, Single Mode, For Central Monitoring System To Be Laid Between The Fo Junction Box Located At Each Tru Shed And The Fo Junction Box Located At S/S , Cp Bonding Cable 1Cx10 Sq. Mm , Supply & Making Cable To Rebar Joint By Thermitwelding Method Or Pin Brazing Method Includingexcavationof Concrete Pavement/Soilwhereverexisting And Including Supply Of All Consumables, Labours And Materials As Per Specifications,Drawings And Directions Of Engineer-In-Charge. , For 50Mm2 Cable , For 4Mm2 Cable , Supply And Installation Of Permanent Reference Cells (Cu/Cuso4 Type) Or (Ag/Agcl) Type , Soil Resistivity Survey: Conducting Soil Resistivity Survey At Plant Locations(At Differentdepths, Till Bottom Level Of The Pile) Including Supply Of All Necessarymaterial And Labour And As Per Specifications,Drawings And Instructions Of Engineer-In-Charge. , Computerised Central Monitoring & Control System , Supply And Installation Of Cp System Central Monitoring And Control Consideringrs485 Over Fibre Optics As The Communicationnetwork Between Rtu/Plc & Master Computer Located At Central Control Room Along With Its Scada Soft Ware / Hardware And Supply Of Central Monitoring Pc Along With Accessories As Per Specificationfor Central Monitoring & Control Of Tr Unit, Gps Based Synchronisedswitching On /Off Of Tr Units & On/Off Potential Monitoring Of Permanent Reference Cells For Rcc Piles In Real Time, All Tru Located In Each Shed At Each S/S Along With All Ref.Cell Within The Influence Of Zone Of Protection For Each Tru For Rcc Piles Shall Be Monitored And Controlled Through Central Monitoring And Control System As Per Specification And Direction Of The Engineer-In-Charge. , Supplyand Installationof Test Point,With Installationof 4 Hdpe/Pvcperforatedpipe Verticallyupto Pipe Depth By Suitabledrilling Methodfor Installationof Permanent Reference Cells As Per Specification & Drawing & Direction Of Engineer-In-Charge. , Cp Monitoring Coupons With Cables As Per Specification , Supply Of Instruments For O & M Of Cp System As Specification B862-000-06-45-Cps-8003 Rev.0 And B862-000-06-45-Csp-01. , Supply And Installation Of Common Sun/Rain Shed In Non -Classified Area For T/R Units, Pdb, Mjb & Rtu/Plc Etc. , Mandatory Spares For C.P System As Given In Doc No. B862-000-06-45-Cps-8003 Rev.0 And B862-000-06-45-Csp-01. , Supply And Installationof Test Point, With Installationof 4 Hdpe/Pvcpipe Vertically Upto 10M Depth By Suitable Drilling Method For Potential Measurementby Manual Method Using Portable Reference Cells As Per Specification & Drawing & Direction Of Engineer-In-Charge. , Note:- The Above Rate Shall Be Inclusive Of All Taxes & Duties, Royalties, Cess, Fee, Enviormental & Pollution, Fitness & Safety Clearance Charges (If Any), Or Any Other Incidental Charges Etc But Excluding Gst. => Limited
Contract Date: Mar 27, 2026 Contract Value : 4.90 Crore
Boards / Undertakings / PSU No of Bidders 4
36.
Drinking Water Supply and Sanitation #9891928 Technical Bid
Tender For Work Of Augmentation Of Rwss Singod Khurd To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur. - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15.0 KW (20.0 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 200KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 150KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 11
37.
Drinking Water Supply and Sanitation #9876390 Technical Bid
Tender For Work Of Augmentation Of Rwss Loharwada To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15 KW (20 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 250KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 100KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 8
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 4
39.
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 →
40.
Housing Urban and Rular Development #9781434 AOC
Supplying And Installation Of Equipments For Skill On Wheel Isro Affiliated Space Science And Innovation Labs In School Of Eminence, Phillaur (Government School) In Distt Jalandhar Punjab , Isro Rockets Exhibits , Supplying And Installation Of Isro Gslv D1 Scale Model Rocket It Will Be A 5 Feet Tall Scale Model Exhibit Rocket, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Isro Pslv Scale Model Rocket It Will Be A 5 Feet Tall Scale Model Exhibit Rocket, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Isro Gslv Mk3 Scale Model Rocket It Will Be A 5 Feet Tall Scale Model Exhibit Rocket, Made Of Fiber Rasin/Carbon Fibre/Metal. , Isro Spacecrafts Exhibits , Supplying And Installation Of Isro Chandrayaan 1 Satellite Scale Model It Will Be A 16Inch Tall, 23Inch Wide And 9 Inch Deep Scale Exhibit Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Isro Chandrayaan 3 Vikram Lander Scale Model It Will Be A 16Inch Tall, 9Inch Wide And 9 Inch Deep Scale Exhibit Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Isro Mangalyaan 1 Satellitescale Model It Will Be A 26Inch Tall, 22Inch Wide And 14Inch Deep Scale Exhibit Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Chandrayaan 2 Satellite Scale Model It Will Be A 17Inch Tall, 12Inch Wide And 9 Inch Deep Scale Exhibit Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Isro Aditya L1 Satellite Scale Model It Will Be A 19Inch Tall, 27Inch Wide And 9 Inch Deep Scale Exhibit Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Gaganyaan Crew Module It Will Be A 15Inch Tall, 9Inch Wide And 9 Inch Deep Scale Exhibit Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Mars Rover Working Model It Will Be A 24Inch Tall,12Inch Wide And 11Inch High Scale Working Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Supplying And Installation Of Pragyan Rover Working Model It Will Be A 12Inch Tall, 9Inch Wide And 11Inch Deep Scale Working Model, Made Of Fiber Rasin/Carbon Fibre/Metal. , Astronomy Learning Equipment & Kits , Supplying And Installation Of Professional Telescope (130 Mm Aperture) About This Item - Quick And Easy No-Tool Setup, Focal Ratio: F/5 - Permanently Mounted Starpointer - German Equatorial Mount With Setting Circles - To Accurately Locate And Track Sky Objects - Theskyx - First Light Edition Astronomy Software With A 10,000 Object Database, Printable Sky Maps And 75 Enhanced Images - Adjustable, Full Height Steel Tripod With Deluxe Accessory Tray , Supplying And Installation Of Ar Mars Globe Diameter- 24Cm, Weight- 700G Traverse The Red Planet With Numerous Landers, Rovers, And Orbiters In Ar With The First-Ever Mars Globe. View The Globe Through The Mobileapp To Explore The World Beyond Earth. Learn About Each Mission In Detail–Launch Dates, Equipment On Board, Discoveries, And More. Pvc Material No Battery Non Rechargeable Width X Height: 260 Mm X 300 Mm , Supplying And Installation Of Interactive Moon Globe A 15 Cm Large With Remote, 6 Color 3D Usb Rechargeable Remote. Color Changing Sensor Touch With Wooden Stand. , Supplying And Installation Of Solar System Demonstrator About This Item -Our Solar System Model Serves As An Engaging And Interactive Educational Tool, Helping Students Grasp The Complex Concepts Of Astronomy In A Hands-On Manner. -The Model Provides A Precise Representation Of The Solar System, Showcasing The Relative Sizes, Distances, And Orbits Of The Planets, Allowing Students To Visualize And Understand Their Arrangement In Space. - Featuring Solar-Powered Lights, The Model Offers A Dynamic Element, Allowing Students To Observe The Positions Of The Planets In Relation To The Sun, Enhancing Their Understanding Of The Concept Of Day And Night, As Well As The Changing Seasons. - Crafted From High-Quality Materials, Our Solar System Model Ensures Durability For Repeated Classroom Use. , Supplying And Installation Of Solar Lunar Eclipse Demonstrator Solar Lunar Working Model Effectively Illustrates Both Solar And Lunar Movements, Allowing Students To Observe And Understand How The Earth Orbits The Sun And The Moon Orbits The Earth Simultaneously. , Supplying And Installation Of Day And Night Demonstrator Day-Night Working Model Dynamically Simulates The Earths Rotation, Allowing Students To Visually Comprehend How The Planet Rotates On Its Axis, Leading To The Alternation Of Day And Night. , Supplying And Installation Of Phases Of The Moon Demonstrator Phases Of The Moon Model Engages Students By Providing A Tactile And Interactive Way To Explore The Lunar Cycle. It Encourages Hands-On Learning, Making The Concept Of Moon Phases More Accessible. , Space Diy Kits , Supplying And Installation Of Students Isro Astronaut Suit Kit Realistic Astronaut Design, Realistic Details Like Official-Looking Patches, Zippers, And A Space Cap, It’S Perfect For Any Budding Space Explorer. The Suit Encourages Imaginative Play As An Astronaut. , Supplying And Installation Of Cube Satellite Kit It Is A 10*10*10 Cm Cube Shaped Small Student Satellite, That Gives Realtime Readings For Temperatuere, Atmospheric Pressure, Humidity And Altitude At A Given Place. , Supplying And Installation Of Sun Dial Kit This 15Cm Wide Kit, Demonstrate An Aciencient Technique Of Time Keeping. By Using A Magnetic Needle, And Sun Light This Kit Can Tell Accurate Time Measurements. , Supplying And Installation Of Hydro Rocket Kit Dimension: 1Ft*1Ft*1Ftmaterial: Fibre Plastic Weight : 400Gm Function: This Kit Demostrate The Basic Principles Of Rocketry By Launching A Water Propelled Bottle Rocket. , Supplying And Installation Of Pop Up Rocket Kit Dimension: 3Ft Lengthmaterial: Fibre Plastic Weight : 200Gm Function: This Kit Demostrate The Basic Principles Of Rocketry By Launching A Paper Rocket Using Pneumatic/Air Pressure. , Supplying And Installation Of Weight On Different Planets Demonstrator This Project Will Demonstrate The Weight Camparison On All The Planets Present In The Solar System. , Supplying And Installation Of Leo & Geo Satellite Orbit Demonstrator This Project Will Demonstrate The Revolution Of Satellites Around Earths Orbit. , Drones And Rc Aircrafts Projects , Supplying And Installation Of Vaimanika 500 Quadcopter (2 Km Flying Range) It Is A Highly Stable Diy Drone Kit, Which Includes 4Pc Of Bldc Motors, 4Pc Electronic Speed Controllers, 6 Set Of Propellers And A Carbon Fibre Frame. The Kit Also Include 1Lipo Battery Its Charger And A Long Range Trasmitter. , Supplying And Installation Of Vaimanika Rc Fighter Aircraft (1.5Km Flying Range) Wing Span: 29Inches; Length: 41Inches Light Weight: Made Of 5Mm Depron Sheet. 3 Flight Modes: Stabilize, Gyro, And Manual For All Skill Levels. Stabilization System: Gyroscope For Smooth, Stable Flights. Beginner-Friendly: Auto Angle Adjustment Reduces Fall Damage. Powerful Motor: 1400Kv Brushless Motor For Excellent Performance. , Supplying And Installation Of Vaimanika Rc Aircraft 1 (1.5Km Flying Range) Wing Span: 57Inches; Length: 37 Inches Light Weight: Made Of 5Mm Depron Sheet. 3 Flight Modes: Stabilize, Gyro, And Manual For All Skill Levels. Stabilization System: Gyroscope For Smooth, Stable Flights. Beginner-Friendly: Auto Angle Adjustment Reduces Fall Damage. Powerful Motor: 1400Kv Brushless Motor For Excellent Performance. , Supplying And Installation Of Vaimanika Mini Drone Assembly Kit This Will Be A Diy Drone Kit For Students, That Enables The Students To Completely Assemble A Drone And Fly It. , Robotics Kits , Supplying And Installation Of 3 D Printer Machine Material: Aluminium Speed: 250Mm/S Dimensions: 22D X 25W X 22H Cm Weight: 9.25 Kilograms , Supplying And Installation Of Vyom Spider Robot It Is A Complete Hexapod Spider Robot Kit Based On Esp 32 Module. With 6High Torque Servo, This Robot Can Perform Various Motion. , Supplying And Installation Of Obstacle Avoiding Robot Material: Acrylic/Electricals/Electronics Components/ Screws/Plastics Weight: 700Gm Dimensions L X W X H 25 X 25 X 15 Cm , Supplying And Installation Of Robotic Arm Kit Degree Of Freedom: 6 Material: Pla/Nylon Weight: 1.5Kg Dimensions L X W X H: 24In X 6In X 6In , Supplying And Installation Of Mechanical Tools This Toolkit Includes 15 Pc Of Mechanical Tool Such As Plier, Screwdriver, Spaner, Hammer Etc. To Be Used In Lab Related Projects. , Supplying And Installation Of Electronic Tools And Kit This Toolkit Includes 10 Pc Ofelectrical Lit Such As Soldering Iron, Multimeter, Sensor Box, Arduino Kit, Jumper Wires, Tester Etc. To Be Used In Lab Related Projects. , Audio Visual Project , Supplying And Installation Of Vr Head Set 3D Vr Headset-Virtual Reality Headset With Hd Lens,Controller,Stereo Headphones 3.5Mm Jack To Type C Connector. , Supplying And Installation Of Computer System As Per Entire Satisfaction Of Engineer-In-Charge. , Training And Learning Resources , Supplying Of Space Theme Books Books On Space Topics Such As Rocket Science, Astronomy, Satelite Technology, Isro Missions Etc. , Supplying Of Infographics Inforgraphics Related To Isro Missions,Astronomy And Space Technology. , Providing And Arrangement Of Online Webinars (First Year) By Isro Scientists , Providing And Arrangement Of Infographics Physical Training For Teachers (First Year) Teacher Training For The Usage Of Installed Lab Items. , Providing And Arrangement Of Infographics Annual Assessment Test An Annual Assement Program To Evaluate The Students Learning Outcomes From The Lab Activities. , Providing And Arrangement Of Infographics Student Workshops (First Year) Upto 200 Students Students Workshop Over Key Projects Installed In The Space Lab, Such As Telescope, 3D Printer, Robots, Drones Etc. , Infrastructure Andinstallation , Supplying And Installation Of Wall Artwork Space Theme Artwork On The Walls Will Be Created. , Providing And Arrangemet Of Lab Installation Cost This Includes The Labour Charges For The Intallation Of All The Deliverables Of The Lab. , Good Transportation Charges Upto 1000Km (For All Above Items)
Contract Date: Oct 03, 2025 Contract Value : 12.56 Lakh
Government Departments No of Bidders 2
41.
Defence #9749510 AOC
Tender For Construction Of Offer Md Accommodation At Island Ground Offers Enclave Chennai; 1 Lumpsum price worked out by the tenderer for BUILDINGS AND STRUCTURES as listed in Schedule ‘A’ Part-I 2 Lumpsum price worked out by the tenderer for SITE CLEARANCE/ AREA DEVELOPMENT as listed in Schedule ‘A’ Part-II 3 Lumpsum price worked out by the tenderer for INTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-III 4 Lumpsum price worked out by the tenderer for INTERNAL ELECTRICSUPPLY & PVC CONDUIT as listed in Schedule ‘A’ Part-IV 5 Lumpsum price worked out by the tenderer forROAD/ PATH/ HARDSTANDING /CULVERTas listed in Schedule ‘A’ Part-V 6 Lumpsum price worked out by the tenderer for SEWAGE DISPOSAL as listed in Schedule ‘A’ Part-VI 7 Lumpsum price worked out by the tenderer for AREA DRAINAGE as listed in Schedule ‘A’ Part-VII 8 Lumpsum price worked out by the tenderer for EXTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-VIII 9 Lumpsum price worked out by the tenderer forEXTERNAL ELECTRIC SUPPLY as listed inSchedule ‘A’ Part-IX 10 Lumpsum price worked out by the tenderer forLIGHTNING PROTECTIONas listed in Schedule ‘A’ Part-X 11 Lumpsum price worked out by the tenderer for FIRE FIGHTING/ FIRE ALARM AND DETECTION as listed in Schedule ‘A’ Part-XI 12 Lumpsum price worked out by the tenderer for LIFT as listed in Schedule ‘A’ Part-XII 13 SCHEDULE A PART XIII (MISCELLANEOUS ITEMS)Note: This schedule is not pre-priced by MES 14 INTERNAL WATER SUPPLY 15 S&F for 15mm dia bore 2 way bib tap/cock fancy type, cast copper alloy chromium plated, with crutch or butterfly handle one way suitable for fixing health faucet and other for bip tap, screwed for iorn pipe or ferrule complete all as specified and directed. 16 S&F for 15mm dia bore, brass CP mixer valve 2 in 1 hot and cold water including connected with shower rose, screwed for iorn pipe or ferrule, complete all as specified and directed. 17 INTERNAL ELECTRIC SUPPLY /PVC CONDUIT 18 M&L for Point wiring complete with 1.5 sq mm single core PVC insulated FRLS unsheathed cable 1100 volts grade with multi stranded copper conductor confirming to IS-694 1990 wih ISI marked (for phase, neutral and earth) in and including stove enamelled Steel conduit with ISI Mark of minimum 20mm dia and all conduit accessories concealed including cutting/ chases in wall/ceiling/fixed to roof/truss/columns etc and including factory made branded make embossed glvanised steel pressed terminal boxes alongwith suitable size modular cover plates with frames for fixing modular switches and sockets, fan regulators etc. of suiable size modules and the earth wire to be connected to common earth dolly complete all as specified and directed for the following :- Note: Location of light points, 6 Amp socket points and light fittings may be decided by Engr-in-charge as per site/user requirment 19 One light point controlled by one modular switch 6A one way 20 One Ceiling/Exhaust fan point controlled by one modular switch 6A 21 One 3 pin socket out let6 Amps on independent board 22 One 3 pin socket out let 6 A on same board 23 One light point controlled by two 2-way switch 24 One bell/buzzer point controlled by one bell push 25 M&L for Point wiring complete all a specified with 1100 Volts grade 4 sq mm single core PVC insulated FRLS cable 1100 volts grade with multi stranded copper conductor conforming to IS 694 1990 with ISI marked (for phase, neutral and earth)in and includingstove enamelled Steel conduit ISI Mark of minimum size 20mm dia all accessories concealed including cutting/ chases in wall/ceiling/fixed to roof/truss/columns etc and including factory made branded make embossed galvanised steel pressed terminal boxes for fixing modular sockets of suitable sizemodules and the earth wire to be connected to common earty dolly all as specified and as directed.all as specified and as directed for One three pin modular switch socket 16 amps outlet on independent board 26 S&F modular bell switch suitable type AC 240V, 6 Amps complete all as specified and directed by Engineer-in-charge. 27 Supply and Fix Modular switches suitable for type AC 240V ,6 amps 1 Module 2 way complete all as specified and directed by Engineer-in-charge. 28 Supply and Fix call bell of multi music type AC 230 volts completeall as specified and directed by Engineer-in-charge. 29 Supply and Fix wall mounted fan of double string, steel body AC single phase, 230v of size 400mm sweep with, blades frame, louvers, oscillation control knob, tilting control white colour (body and blades) complete all as specified and directed 30 Supply and Fix decorative wall light fitiing made up of polycarbonate suitable for 9 Watts Retrofit LED LampB22 Base complete all as specified and directed 31 S&F reading light (Bed Side) wall mounting5/7 W Cool day light CCT of 3000K 400Lumen output complete all as specified and directed make PhilipsCat No 31437 or equivalent in Havells or Wipro 32 ROAD/PATH /HARDSTANDING/ CULVERT 33 M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines,edge lines ,stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. 34 EXTERNAL WATER SUPPLY 35 Supply ,install , test and commission of Centrifugal electrically driven self priming monoblock pump set with cast iron impeller capable of pumping 350 LPM at 36 Mtr head, squirrel cage TEFC induction motor3 phase, 415V AC,50 Hz suitable for delivery 350 LPM at 36 Mtr head coupled on common base chanel including necessary PCC foundation works, nuts and bolts, copper cable from starter to motor through PVC rigid pipe ,suitable size of suction pipe not less than 20 feet or as reqd at site, Air release valve complete all as directed and specified 36 Supply and Fix Foot Valve normax type including fixingas per IS4038 all as specified and directed 65 mm DiaMake :Kirloskar,Zoloto,L&T 37 Supply, install, test and commission LT feeder piller box/ Panel board IEC -614391 , CPRI approved,indoor type IP-43 , vermin proof, dust proof , fabricated with 2 mm CRCA sheet mounted on 40x40x4mm MS angle, 3 phase 4 wire , 440 volts , AC , 50hz with TPN aluminiumbusbar of capacity100 amps with pvc insulator heat shrink colour code sleeves , mounted on procelin insulators duly prewiredcomplete volt and amp meter , selector switch with all accessories and consists of the following switch gears :-(a) Bus bar chamber with electrolytic aluminium bus bar 100 Amp capacity for 3 phase - 01 set(b) MCCB 4 pole adjustable thermal/magnetic setting ,63A, 415 V ,25 KA- 01 Nos (c) MCCB 4 pole ,32A, 415 V ,10 KA- 02 Nos (Lift & Fire Pumps)(d) MCBTP ,32A, 415 V ,10 KA- 02 Nos (Pump Sets)(f) Supply and fixing DOL starter suitable for pumping set- 02 Nos 5 HP(g) MCB SPN 6-32 Amp 10 KA -01 Nos(Pump House)(h) Digital voltmeter, Ammeter,LED phase indicator lamp, selectror switch(i) Single phase preventer- 02 Nos (j) MCB SP 32 Amps 16 KA- 1 No, Street Light Timer digital type-01 No. 38 M&L for construction of valve chamber 450x450x450 mm depth with PCC foundation in the ration 1:4:8 brick work cement mortar in the ratio 1:6 using of class B bricks , PCC coaping at the top of the ratio 1:3:6 , plastering 15 mm thick in the ratio 1:4 including MSsheet cover 3mm thick with angle iron frame 50x50x6mm locking arrengement complete with painting on steel surface with one coat of red oxide paint over two coats of synthetic enameeled paint all as specified and directed . (Earthwork shall be measured and paid seperetely in the respective items) 39 Supply and Fix Stainer Y type made of cast iron body flanged type completely fixed to line including all necessary bolts Nuts washers Etc of size 50 mm Dia Make :Kirloskar,Zoloto,L&T 40 Supply only chlorine test kitof reputed Make for testing water chlorine with all fittments and OT solution complete 41 Supply only synthetic rubber insulatedmat 2 mm thickfor voltage upto3.3 KV as per IS 15652-2006 of Size 1 meter x 2 meter x 19 mm 42 Supply testing and installation of Bleaching Dozer Bucket Type capacity 145 Litres FRP type with all fittings and fioxtures Orifice plate Drain Valve,solution dozing line (PVC) dose cantrol Valve ,Water inlet valve, air Valve any other accessories or pipe line of size upto 25 mm are included in the quoted rates all as specified and directed and supplyCHLORINE TEST KIT 43 EXTERNAL ELECTRIC SUPPLY 44 Earthing with galvanised steel earth plate electrode 60 cm x 60 cm x6 mm thick, buried directly in ground (earth pit not less than 2.25 metre below normal ground level) with top edge of earth plate not less than 1.5 metre below normal ground level connected to main earth lead GI wire 4 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 3 of MES Schedule Part I 1991, GI earth lead protected by GI pipe 15 mm dia light grade, providing and connected to earth test point with & including necessary excavation & earth works in any type of soil, returning filling, disposal of surplus soil to 50 metre, filing with mixture of charcoal and common salt up to 15 cm above top edge of earth plate, pit of PCC 1:2:4 with precast cover of RCC 1:2:4, watering arrangement with GI funnel, 20 mm dia GI light grade watering pipe, earth test point terminal block, commissioning & testing complete. ( Note :Main earth lead beyond 7.5 metre measured and paid for separately.) 45 M/L for LT cable route indicators Oval Shaped 200x150x6 mm cast Iron precastwith engraving LT MES CABLE embedded with PCC in mix 1:3:6 type C1 incl necessary exc, returning filling & removal of soil complete as directed. 46 .Supply and fix FRP pole box of size 168X253x115mm ,thermoplastic,polycabonate,IP-66 complete with 4 pole 32 A connector, Double compression glands-2 Nos, MCB SP 6 Amps mounted with GI clamps of suitable size with nuts and bolts on street light pole all as specified 47 Material and labour for street light bracket made of 40mm GI pipe light grade 1.5 m length bent in shape for mounting street light on one end, fixing the bracket on pole with suitable GI clamps, Nus and bolts all as specified and as directed.. 48 Fabricate, supply , install, test and commission LT feeder pilar box/panle board, outdoor type, fabricated with 3.15mm CRCA sheet mounted on 50x50x6mm MS angle, 3 phase 4 wire, 440v, AC, 50 Hz, with TPN aluminium bus bar of capacity 400 Amps with pvc heat shrink colour code sleeves, mounted on porcelin insulators complete volt and amp meter , selectro switch with all accessories and consist of the following switch gear: -( Main LTpanelatPGEPT & TA ) (i) Aluminium bus bar 3 phase & neutral of capacity 300 Amps(ii) MCCB 4 Pole 200 Amps 36 KA-01 No ( Incoming) (iii) MCCB 4 Pole 160 Amps 25 KA-02 No(iv) LED phase indication lamp for 3 phase-01 No 49 Fabricate, supply , install, test and commission LT feeder pilar box/panle board, outdoor type, fabricate with 3.15mm CRCA sheet mounted on 50x50x6mm MS angle, 3 phase 4 wire, 440v, AC, 50 Hz, with TPN aluminium bus bar of capacity 400 Amps with pvc heat shrink colour code sleeves, mounted on porcelin insulators complete volt and amp meter , selectro switch with all accessories and consist of the following switch gear: -( Main LTpanel at Tower 1 ) (i) Aluminium bus bar 3 phase & neutral of capacity 300 Amps(ii) MCCB 4 Pole 160 Amps 36 KA-01 No ( Incoming) (iii) MCCB 4 Pole 100 Amps 25 KA-05 No (FF,SF,TF,FF& Pump House) (iv) MCCB 4 Pole32 Amps 16 KA- 2 No ( Ground Floor & Spare)(ix) LED phase indication lamp for 3 phase-01 No 50 Supply only synthetic rubber insulatedmat 2mm thickfor voltage upto 3.3 KV asper IS 15652-2006 of Size 1 meter x 2 meter x 19 mm 51 Provision of trenchless bore using mechanical pneumatic drilling equipment for passing electric cables through HDPE pipe of 100mm dia under the existing bituminous/WBM road/PCC hard standings, depth range not less than 1.0 mtr and upto 1.5mtr and making good to the distrubed surfaces of road to match with its existing specifications all as specified and directed by engr-in-charge at site. Note : 1. Quoted rates deems to be inclusing of necessary earth work, transportation charges of Drilling machine, and cost of HDPE pipe and passing pipe through bore complete.2. Any damage to MES/Civil assets caused during trenchless bore shall be recitfied by the contractor at his own cost.Note:The rates are inclusive for obtaining necessary permission from state/Highway authorities and any other clearances as required before starting the work 52 FIRE FIGHTING SYSTEM/ FIRE ALARAM AND DETECTION 53 Supply, installation, testing, and commissioning of Fully automatic Star Delta Starter starter, suitable for the booster pump, complete with contactors, push button, LED type indicators, auto/manual selector switch, overload protection, current sensing type single phase preventer complete with all accessories and wiring etc.with ncomplete all as specified and directed 54 M & L for fire survival cable of size 3 core 16 sq mm with strandedannaealed bare copper conductor, mica tape wrapped for heat resistance up to 950deg centigrade, GI strip wire armouredand zero halaogen outersheathed XLPE insulation cable all as directed. Make: Havells/ KEI/ RR Kabel 55 M & L for PN 1.6 rated 100 mm NB polypropelene vortex inhibitor suction lift, conforming to BS 4504 with stainless wire mesh, bolts, nuts and washers, etc. complete all as specified and directed 56 M & L for PN 1.6 rated 100 mm NB CI Y -type strainer for suction conforming to IS 907: 1984 & (Reaffirmed 2020) with SS filter screen and flange drilling standard end connection conforming to IS 1538: 2018 and necessary accessories for suction side of fire pumps complete all as specified and directed.(at pump suciton header). 57 M & L for earthing complete with galvanized steel earth plate electrode of 60 cm X 60 cm X 6 mm size, buried directly in ground (earth pit not less than 2.25 m deep below ground level) with top edge of the plate not less than 1.5 m below normal ground level, connected to galvanized strip of size 32 mm X 6 mm as earth lead by means of bolts, nuts, checknuts and washers of galvanized iron or steel, galvanized iron pipe of 40 mm diameter connected to earthing test point, all as shown in electrical plate No. 5, connected to earthing test point including testing on completion, excavation, earthwork, PCC earth pit of dimensions 550 mm X 550 mm (outer) and 300 mm X 300 mm (inner) and 250 mm deep with a 10 mm deep CI cover hinged to CI frame on ground level, GI watering pipe, funnel, etc. complete all as specified and directed by the engineer-in-charge 58 M & L for Two wire addressable speaker with LED light flash/Beacon suitable for targeted announcements and equipped with a LED light flash ( to cater to hearing-impaired occupants). The unit shall be equipped with an LED that blinks in normal conditions and glows steadily upon activation. Both the control panel and speaker unit shall continuously scan for healthiness and cable connectivity to ensure integrity compliance. the speaker must have a minimum capacity of 5 watts with max voice current of 100mA. It shall have ABS housing along with Back box. it shall be able to produce 90 dB sound at 1 Mtr distance 59 M & L for remote repeater panel similar to main control panel capable of full supervision of all inputs an network integrity, having colour touch screen display, environmental adjustment control to maximise LCD legibility, LED status indicator. ( For power supply and OFF normal conditions) 60 M & L for low smoke zero halogen(LSOH) flame retardant fire alarm cable 2C x 1.5 Sqmm conforming to BS-7629-1, BS-6387 and BS EN 50200 and rated for 500V drawn through and including concealed PVC conduit and accessories of min 20mm dia NB and having plain annealed stranded copper conductor with primary insulation of glass mica fire resistant tape and secondary insulation of high performance silicon rubber, earth/drain wire of annealed tinned copper, electrostatic screen of aluminium fire barrier and type LTS3 outer sheathed conforming to BS 7655, suitable for operating temp -30 deg centigrade to +70 deg centigrade and min bending radius being six time the overall cable diameter, red in colour, including laying termination and ferruling complete all as specified and as directed 61 M&L for Firemans switch and Interconnecting with LV Switch The cost of any balance item to make MOEFA system installed under Sch A part XI above is deemed to be included in the quoted rates so as to make the system complete and fully functional ass per the prevailing engineering. 62 Supply and fixingof Mechanical foam type fire extinguishers, 9 Ltr capacity, IS:15683 : 2006, complete. 63 Supply and fixingof Dry powder ABCstoredpressuresqueezegriptypefire extinguishers, 9 kg capacity, IS:15683 : 2006, filled with ABC Mono AmmoniumPhosphatebasepowder-90completewithdischarge hose and wall mounting bracket, 2mm Mild Steel, EPDM Rubbers, Pressure Guage, which work effectively on allclass of fires (A, B, C & Electrical fires)complete. 64 Supply & fixing of 4 Nos of 9 lts capacityround bottom sand /water buckets along with round bottom type , enamel painted white inside and red outside& letter fire in black outside & handle with mounting bracket along with suitable MS stand to install the buckets as per the local fire standards 65 LIFT 66 Earthing with galvanised steel earth plate electrode 60 cm x 60 cm x3.15 mm thick, buried directly in ground (earth pit not less than 2.25 metre below normal ground level) with top edge of earth plate not less than 1.5 metre below normal ground level connected to main earth lead Copper strip 20 mmx3mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 5 of MES Schedule Part I 1991, GI earth lead protected by GI pipe 40 mm dia light grade, providing and connected to earth test point with & including necessary excavation & earth works in any type of soil, returning filling, disposal of surplus soil to 50 metre, filing with mixture of charcoal and common salt upto 15 cm above top edge of earth plate, pit of PCC 1:2:4 with precast cover of RCC 1:2:4, watering arrangement with GI funnel, 20 mm dia GI light grade watering pipe, earth test point terminal block, commissioning & testing complete. Note :Main earth lead beyond 7.5 metre measured and paid for separately.) 67 ELECTRIC CHIMNEY 68 Supply Install Testing and comissioning of Electric Chimney of size, Filterless Wall Mounted type,Operating Voltage 220 Volts 50 Hz with ,Auto Clean 3 speed cantrol gesture with 2X 1,5 LED and all other necessary fittingsand fixtures required complete all as specified and directed.Supply, erection & testing of electricalchimney with the following specificationsSize: 90 cmShape / mounting: Box / wall mountingSuction capacity : 1500-1800 cum/hrAir outlet size: 150 mmDuct size : 150 mm Duct :MOC- Stainless Steel,Duct pipe/baffle filter: inclusive as required.Motor type: BLDC motor, 240W.Blower type: MetallicLamp: 2 x 1.5 WFinish: Stainless SteelFeatures: Low Noise (less than 62 dB) steam auto cleanControls: Dual touch, multi speed option, motion sensor”.Make: Faber/ Hindware/Glen /Kaff/Cropmton 69 DG SET 70 Supply, installation, testing and commissioning of 40 KVA / 32 KW,(The capacity of Generator set shall be net after all due derating factors as per relevant lSI standard), silent Diesel engine Generating Set, 415 volts, 3 phase, 0.8 Power factor, 50 Hz, 4 wire system as per IS 10001/10002 comprising of40 KVA or equivalent, developing 1500 RPM, Water Cooled, electric start coupled toEquivalentalternator as per IS 13364 mounted on a common base frame with standard control panel for automatic starting on main control panel having meters,with emission control device as per CPCB IV + Norms and updated till date on procurement and CPCB approved acoustic enclosure suitable for ambient condition atChennai with integral fuel tank with battery and leads and accessories complete including required PCC foundation as per manufacturers instruction and confirming to conditions as per IS provisions:- 71 (A) Alternator :- Standard design alternator rated at 40 KVA net output at site after considering derating as per site conditions at 0.8 (lag) power factor AC, 3 - phase 4 - wire 415 volts 50 Hz, 1500 RPM, self excited self regulated screen protected drip proof IP 23 enclosure brushless design with winding in pole faces, insulating class H and voltage regulation of ± 1 % at rated voltage from no load to full load. The alternator shall be confirming to BS 2613/5000 and shall be imposition to generate supply with frequency regulation with in ± 1% tolerance. The alternator will be suitable for tropical climate and shall generally confirm to BS/IS – 4722 and as per the following provisions:- Make:- KIRLOSKAR/JYOTI / STAMFORD/CATERPILLAR(a) Insulation class - H(b) Temperature rise Class - H(c) Excitation: Self Excited(d) Regulation performance: The voltage is kept constant with ± 1 %, manual voltage adjustment within ± 5%(e) Frequency regulation ± 1 %(f) 2 runs of UG cable of suitable size from Alternator to AMP is deemed to be include in quoted rate. 72 (B) Diesel Engine: - Adequate capacity Diesel engine suitable for 40 KVA coupled drive independently above alternator and after considering derating as per site conditions after generating and reducing power consumed by accessories, directly coupled through flexible coupling, multi cylinder multi stroke direct injection, cold starting 1500 RPM, as per relevant ISI/BS - 5514 with an overload capacity of 10% for one hour in 12 hours continuous running complete with standard accessories all asspecified and required for safe handling and operation salient features of accessories shall be as under Make :- KIRLOSKAR/CUMMINS / CATERPILLAR (GEMCO) 73 (a) Fly wheel with housing (b) Cooling system :- Mounted radiator with fan & belts.(c) Cooling pump: - Centrifugal type belt driven. (d) Exhaust System :- Exhaust System complete with exhaust piping of suitable dia as per manufacture standard with MS pipe light grade up to and away two meters height from top of enclosure including necessary angle iron frame supports from floor to the bottom of exhaust pipe from the enclosure covered with mineral wool of thickness 50mm rapped with chicken wire mesh of size 2.25mm and aluminum sheet of 24 SWG to be complete with in the enclosure for safe exhaust without transforming vibration to the wall of the enclosure. Exhaust gas turbo charger type Exhaust manifold Silencer: Residential type Belows 74 (C) Fuel System :- Fuel injection system with fuel injectors, fuel injectionsolenoid switch/nozzles/ governor mechanical type capable for 1 % speed/frequency regulation.(i) Fuel filters(ii) Fuel hoses(iii) Lub oil System :-(iv)Lubricating oil filter(v) Lubricating oil pump(vi) Air Intake System :-(a) Air intake Manifold(b) Air cleaner dry type(a) Starting System :- Electric Self starter with maintenance free batteries including battery charging alternator.(b) Batteries:- 1 No. Maintenance free Battery of suitable AH capacity complete with copper conductor multistranded leads of suitable length from self starter to the battery terminals complete with initial charge and initial fill of electrolite all as specified.Make:- EXIDE / AMRON / Produced by original DG set manufacturers 75 (i) Starter gear ring(ii) Start and stop push button(iii) Ignition key / Switch(iv) Handling and operation: Salient features of accessories shall be asunder:(a) Radiator with blower fan(b) Corrosion inhibitor coolant(c) Paper element filters for fuel, lub oil and by pass.(d) Governor controlled direct fuel injection system(e) Fly wheel housing and fly wheel. 76 (D) Generator Monitoring Panel: Comprising of following:-(a) Microprocessor based integrator generator set monitories, metering,protection and control system with built torque matched volts/H3 over load control.(b) Engine protection for low lub oil pressure, high coolant temperature (alarm & shutdown)(c) Alternator protection parameters like under voltage, over current, under frequency, over frequency ( alarm & shut down)(d) Relay drivers for remote annunciations(e) Cyclic cranking(f) Auto/manual start stop(g) Alternator trim adjustment from the front key pad(h) Operates within a temperature range 0- 50°C and humidity up to 95%(J) Remote monitoring capability through separate interface modulesk) Genset metering parameters like lube oil pressure, coolant temperature, engine speed(rpm), run hours, DC voltage, 3 phase volts and 3 phase amperes, frequency, KW, KVA, power factor 77 (l) Safety Controls : - Engine low lube oil pressure, high water temperature and over speeding of engine.(m) Coupling arrangement : - Flexible coupling, fly wheel to suit flexible coupling fly wheel housing.(n) Accessories :-A VM Pads built or separately mounted to manufacturer base frames.(o) Base Frame: - Made out of ISMC 200 of sturdy design made of MS channel with necessary reinforcement and predetermined holes. (p) Fuel Tank :- Daily service fuel tank of capacity minimum 08 hrs running storage (Inbuilt) made out of 3mm thick (Heat Retardant) sheet top and bottom with calibrated level indicating arrangement, stop cock, drain plug, fuel pump of suitable capacity and connected pipe line should be installed with in built inside the acoustic enclosure is inclusive of the cost of DG Set and is as per manufacturer design.(q) Deliverables:- Confirms the norms established by CPCB. 78 (E) AMF PANEL:-(a) Auto Main Failure (AMF) panel made out of 2 mm thick CRCA sheet, powder coated of conforming to IS 8623 totally enclosed dust and vermin proof with front and rear openings of 415 Volts, 3 Phase,4 Wire, AC 50 Hz having aluminum bus bar capacity required to carry current at 100% load of 40 KVA DG set with three phase and half neutral color coded, prewired with copper flexible cable, be all as specified with the following accessories, control cable from Gen set to AMF panel: (i) 63 Amps, 4 pole contactor - 2 Nos.(ii) MCCB, 4 Pole 63 Amps, 25 KA-2 Nos for both supplies suitable fuse links.(iv) CTs 50/5A for both the supplies.(v) DC Ammeter.(vi) DC Voltmeter.(vii) Push buttons.(viii) Indication Lamps.(ix) 2 over load+ earth leakage relay. 79 (x) Multi functional digital meter for KWH,KVA,KW,Amps,volts, frequency,power factor etc.(xi) SMPS Battery charger 12V, with trickle & Boost charging(xii) On/ Off switch.(xiii) Automatic/manual switch.(xiv) Hooter.(xv) Voltage sensing relay.(xvi) Six window enunciator for fault indications.(xvii) Electro magnetic relays.(xviii) Metering required in DG set :- A, V, Hz, KVA, KW, PF & KWH Metering required in mains :- A, V, Hz. 80 (F) Acoustic enclosure: CPCB approved enclosure is free standing floor mounted factory built and modular in construction to facilitate easy assembly at work site and will be drop over housing type. It will consist of acoustically treated panel housed in sheet steel will provide easy access for maintenance, repairs and operation. The enclosure is custom built to suit conditions, with the following features:-(a) Custom built product for various equipments, with ensure the optimum performance without duration. 81 (b) Rugged in construction maintenance free and modular designs which facilitate easy at site.(c) 16 SWG (1.6 mm) thick CRCA sheets to be used for enclosure panel to ensure longer life against weathering action. High quality acoustic insulation materials to be used as per IS 8183 for maximum sound absorption. Acoustic layers are supported by perforated sheets.(d) Sheet metal components of the enclosure should undergo various stages of surface treatment prior to painting which leads to be better life of the enclosure against eathering action.(e) Special paint treatment with pure polyester 82 powder/epoxy to be provided for better weather resistance.(f) Well designed ventilation system to be provided to pump up the heat in the chamber efficiently.(g) For effective acoustic / weather sealing a special type weather sealing gaskets, new frame rubber gaskets to be used.(h) Working space is to be provided around tube equipment for easy maintenance / repairs.(j) Necessary cut out provision for entry and exist of fuel lines cable to be incorporated in the enclosure as per the requirement.(k) A see through transparent window (glass or acrylic) in front of engine panel to be provided for monitoring the operation.(l) Ducting if required, bellows, mechanical hardware like locks, hinges fasteners etc to be provided.(m) Deliverables. 75 dBA @ 1 mtr at 75% load under free field conditions. The temp inside tee enclosure will be within as per manufacturers recommendations above ambient temp. 83 (n)The enclosure should be provided with bulk head light fitting for inside illumination(o) The batteries should be placed inside the enclosure beside the DG Set on a suitable insulated platform.(p) The DG Set should be provided with external Emergency stop push button.(q) The acoustic enclosure parts shall be of powder coated after pre treatment process.(r) The powder coating shade should be Genset Green. The base frame should be painted with epoxy based black shade. 84 Make for AMF PANEL: DG SET OEMMake for ACCOUSTIC PANEL: DG SET OEMThe following provisions are deemed to be included in the rate quoted forDG set:-(a) The quoted rate shall be deemed to be inclusive of first fill of lubricant oil and final successful acceptance test.(b) DHPP for testing purpose shall be supplied by the contractor without any extra cost to department.(c) The contractor shall arrange for artificial load for testing for final testing of DG Set at site and the cost is deemed to be including in above offer. 85 (c) The quoted rate shall be deemed to be inclusive of 12 hours test run at site including of one hour on 10% overload in presence of representative detailed by accepting Officer, all arrangements are to be made by thecontractor for tests.(d) Rate quoted shall be deemed to be included in making necessary holes to walls and making good the disturbed surfaces to match to original specification and connecting up all as specified and directed . 86 (G) Civil Works :- All civil works with PCC plat form and related tofoundations including of panel and equipments and making good theexisting structure of disturbed during installation and commissioning ofGenset. The depth of the foundation shall be minimum 300 mm with ant vibration pads or as recommended by the manufacturer. 87 M & L earthing complete with galvanised steel earth plate electrode 60cmx 60cmx 6mm thick buried directly in ground earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5m below ground level, connecting to the Galvanised iron earth strip 32 x 6mm dia, by means of nuts, bolts,check nuts and washer etc. of galvanised iron and earth lead protected by provision of GI pipe medium grade 40mm bore from earth electrode to test pointincl provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4)and frame of angle iron 25 x 25 x 6mm with lugs 2 Nos and with 8mm dia MS bar handle made to shape, GI pipe medium grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling test point with fixing arrangement, funnel, wire mesh and earth work in hard/dense soil, returning in and removal of surplus soil to a distance not exceeding 50mtr, complete all as specified in electrical plate No 3 of SSR Part I and connection to earth test point including testing on completion all as directed. 88 Note :- The cost of 7.5m long galvanised iron earth strip of 32 x 6mm size and protection pipe of 40mm bore GI light grade is deemed to be included in quoted unit rate. 89 PILE FOUNDATION,PILE CAP AND GRADE BEAM 90 450mm diaBoring for Bored cast in situ piles 16 metres in soil and getting out and disposal ofspoil to a distance out side MD Land using DMC method (Direct mud circulation) through rig mechine complete all as specified and directed. 91 500mm diaBoring for Bored cast in situ piles 16 metres in soil and getting out and disposal ofspoil to a distance out side MD Land using DMC method (Direct mud circulation) through rig mechine complete all as specified and directed. 92 Add/Deduct to above item No -58 450mm bore caste in situ piles for each metrecomplete all as specified and directed. 93 Add/Deduct to above item No -59500mm bore caste in situ piles for each metre complete all as specified and directed. 94 450mm diaBoring for Bored cast in situ pilesin Chiselling / cutting through for boring for cast in situ piles through rig mechine in soft rock and getting out and disposal of spoil to a distance out side MD Landcomplete all as specified and directed. 95 500mm diaBoring for Bored cast in situ pilesin Chiselling / cutting through for boring for cast in situ piles through rig mechine in soft rock and getting out and disposal of spoil to a distance out side MD Landcomplete all as specified and directed. 96 450mm diaBoring for Bored cast in situ pilesin Chiselling / diamond cutting through for boring for cast in situ piles through rig mechine in hard rock and getting out and disposal of spoil to a distance out side MD Land complete all as specified and directed. 97 500mm diaBoring for Bored cast in situ pilesin Chiselling / diamond cutting through for boring for cast in situ piles through rig mechine in hard rock and getting out and disposal of spoil to a distance out side MD Land complete all as specified and directed. 98 S&F TMT 10 mm and over cut to length, bend to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with MS wire (annealed)not less than 0.9 mm dia conformig to Fe 500D CRS. and guide ring will be welded with main barscomplete all as specified and directed. 99 All as per item no above herein before but 6 mm dia and over upto including 10 mm dia in stirrups, spacersand binders. 100 M & L for design Mix RMC M-30 RCC inpile foundations as per derived depth complete all as specified and directed. 101 Complete Chiseling M-30 design mix concrete pile of dia 450mm of depth as required at site and removal complete all as specified and directed. 102 Chiseling M-30 design mix concrete pile of dia 500mm of depth as required at site and removal complete all as specified and directed. 103 The following Carrying out Initial Load Test on 450/500/600 mm dia. bored cast-in-situ piles as per IS-2911 (Part-IV) complete all as specified and as directed. 104 Vertical load test (compression), as per IS IS-2911 (Part-IV) for 450mm dia pile. complete all as specified and directed 105 Vertical load test (compression), as per IS IS-2911 (Part-IV) for 500mm dia pile.complete all as specified and directed 106 Lateral load test,as per IS-2911 (Part-IV) for 450mm dia pile .complete all as specified and directed 107 Lateral load test,as per IS-2911 (Part-IV) for 500mm dia pile.complete all as specified and directed 108 Carrying out Routine Load Test on 450/500/600mm dia. bored cast-in-situ piles as per IS-2911 (Part-IV) complete all as specified and as directed. 109 Vertical load test (compression), as per IS IS-2911 (Part-IV) for 450mm dia pile.complete all as specified and directed 110 Vertical load test (compression), as per IS IS-2911 (Part-IV) for 500mm dia pile.complete all as specified and directed 111 Lateral load test,as per IS-2911 (Part-IV) for 450mm dia pile.complete all as specified and directed 112 Lateral load test,as per IS-2911 (Part-IV) for 500mm dia pile.complete all as specified and directed 113 Integrate Test for all Routine piles .complete all as specified and directed 114 Excavating over areas in soft /loose soil, n exc 1.5 m deep and getting out complete all as specified and directed. 115 Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m indepth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. 116 M&L for Plain Cement concrete Type B2 1:2:4 (40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed. 117 M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. 118 M & L for design Mix RMC M-30 RCCas inpile cap complete all as specified and directed. 119 S & F MS liner for piles of any size using MS sheet of any thickness all as directed by Engineer in charge. 120 M&L for Formwork to sides of concrete foundations, footings, Pile cap, grade beams bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter
Contract Date: Mar 06, 2026 Contract Value : 10.17 Crore
Statutory Bodies & Commissions/Committees No of Bidders 5
42.
Public Administrative Department #9729247 Price Bid
Repairing Of Civil Related Works At Different Municipal Corporation Building In Parhag No.3 Charholi-Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for thefoundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) Mechanical Means Removing and Transporting excavated / demolished material within PCMC limit including loading, unloading, stacking the material as directed by Engineer-in-charge etc. complete. (For Lead 7 Km). Filling in plinth and floors with contractors material/brought from outside and approved Engineer incharge in layers 15 cm to 20 cm including watering and compaction etc. complete. Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Providing and laying in situ cement concrete of 1:2:4 proportion with trap/ granite/ quartzite/ gneiss metal in foun dation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer without SCADA with fine agreegates of required specifications (Crushed sand VSI grade ) without SCADA Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shadeetc. complete. Ground Floor Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out of water, striking joints, scaffolding and watering etc. complete. Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete Ground floor Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Ground Floor Lift 0.0 to 3.8 M Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats withC.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete. Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. Ground Floor Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. Ground Floor Chipping of all loose and Spalling of concrete to bottom of slab, beams etc.(wherever required), cleaning of reinforcement, carrying out thorough sand blasting, application of anti-corrosive zinc rich epoxy primer to exposed reinforcement including cost of material, labour, equipment, tools, scaffolding etc. complete. Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete First Floor Lowering down the debris obtained from breaking and removing the cement plaster / burnt brick masonry of the first floor by any means without causing dust nuisance and damage to structure, stacking the same as and where directed including cleaning the site complete. Ground Floor Removal of Vegitation/Plants:- Removal of entire root inside the bridge portion. Remains of the root shall be treated with special chemical Steripure MBT 20. Top 50 mm shall filled with high strength grout including cost of all material, machinery, labour, scaffolding, etc.as per specification and as directed by Engineer-in-Charge. Scrapping the old plastered internal surface with sand paper and coating the entire surface with mixture of whiting or glue and linseed oil including scaffolding etc. complete as directed. Providing, drilling and fixing Nipples for pressure injection grouting of polymer cement grout etc. complete Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement) Providing protection of unexposed old reinforcement on non spalled concrete by insertion of sustained release corrosion inhibitor caplets like POWRTHROW sustained release Corrosion inhibiting caplets of to protect both anodic and cathodic sites and shallreduce to reduce corrosion potential Ecorr by minimum 80 mV in conductive medium, by drilling 20 mm holes into the concrete at a depth of 25 mm and inserts be filles by EPCO-PC- Putty. Caplets shall inhibit corrosion inhibition efficiency of 98% whenadded 0.03% by weight) against control sample evaluated by Tafel polarization method. Depth of penetration for effective corrosion protection shall be 120 mm and film formation of 20 Microns as evaluated by CSIR-CECRI Karaikudi. Providing and applying Kelox R 101 (Resin) + Kelox H 404 Hardner) water misible epoxy of approved make for bonding old concrete to new moratr after mixing slowely in predefined ratio and applying by brush on the surface, when is tacky then apply the moratr complete as per specification and as directed by engineer-in-charge. Work shall be executed by certified applicator only and work shall be guaranteed for 5 years guarantee shall be provided on Rs. 500 /- stamp paper Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder liquid (2:1) by weight covering to 10 Square Metre Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, all positions including scaffolding and curing etc. Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. Third Floor Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 80 mm thickness of having a strength of 300 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete Providing and laying Rough Shahabad Stone Flooring 50mm to 60mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. etc. complete. Providing and fixing corrugated galvanised iron sheets of 0.63mm thick (24 B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 Kilogram/sq.m.). Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete. Gound Floor Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete. Providing and laying Antiskid Ceramic tiles of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete. Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in requiredposition laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. Ground Floor Providing and fixing green marble of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing / moulding the sharp edges wherever necessary, curing, etc. complete. Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete. without scada Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skirting jointsand cleaning etc. complete. (using 100% crushed sand) Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. Lift 0.0 to 3.8 M Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. Ground Floor Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface, applying primer coat scaffolding if necessary , and watering the surface for two days etc complete. Ground Floor Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. Ground Floor Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension ?63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/One Running Metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 1.10 mm at weight 0.469 Kilogram/One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating without box Providing and fixing solid core flush door shutter commercial in single leaf 32 mm thick without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. Providing and fixing fiber glass reinforced polyster door shutter 30 mm thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc complete Providing and fixing 15 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete. Providing and fixing 15mm diameter concussion push button type brass/gun metal self- closing tap including necessary socket complete. Providing and fixing White Glazed Earthenware Squatting plate (Ladies Urinal) with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 mm dia. P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connectionup to the outside face of the wall Providing and fixing white glazed earthenware Wash Hand Basin of 55cm. x 40 cm. size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connections including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete. Providing and fixing Orissa type white glazed earthenware 575 mm water closet pan including S trap with earthenware foot rests, cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc. complete. Providing and fixing 40 mm. dia Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirements etc. complete. Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. Ground Floor Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and One Number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional piece socket clips shall be got approved from engineer in charge etc. complete. Ground Floor Providing and fixing H.D.P container one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters Ground Floor Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concretewith R.C.C. Cover medium duty 140 Kilogram with frame etc complete. Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140 Kilogram with frame etc complete. Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Medium duty (140 Kilogram) Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 Kilogram) Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. Providing and fixing of retroreflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of mm aluminum sheet bonded with white retro reflective sheeting of Class ( Type IV High intensity microprismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor iss ued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 2mm aluminum sheet Class B Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 mm minimum size, crossings of M.S. flats of size 18 x 5 mm T or E section for runner of minimum 40 x 6 mm size for flange, M.S. flat for top runner of minimum size 40 x 12 mm with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm max. spacing of vertical channels be 100 mm enclosed gate position and clear space of 150 mm between two sets of crossingswith hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer and oil painting etc. complete. (I.S. 105211983). Providing and fixing White Glazed Earthenware full stall type Urinal with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 mm dia. P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connectionup to the outside face of the wall Ground Floor Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection etc. complete.
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 6
Maharashtra View Result →
43.
Educational and Research Institute #9609261 AOC
Tender For Supply, Installation, Demonstration And Commissioning Of Purchase Of Various Lab Equipment For Transportation Engineering Lab At School Of Civil Engineering, Smvdu Kakryal, Katra , Cannon Manning Cum Cannon Fenske Viscometer (For Determination Of The Absolute Viscosity & Kinematic Viscosity Of Bitumen & Cut - Backs) As Per Is: 1206 (Part Ii) - 1978, Reaffirmed 2003, For Determination Of Absolute And Kinematic Viscosity Of Bitumen And Cut-Backs As Per Is Standards Cannon-Manning Vacuum Viscometer (02) Has The Following Specifications: Absolute Viscosity Of Bitumen At 60 °C, Operates Under Vacuum Of 30 ± 0.05 Cm Hg, Viscosity Measuring Range: 30 To 20,000 Poise. Made Of High-Precision Borosilicate Glass (Astm E438 Type I, Class A); Supplied With Individual Calibration Constant. Cannon-Fenske Opaque Viscometer (02) For Kinematic Viscosity Of Bitumen/Cut-Backs At 135 °C;Operates Under Gravity Flow; Viscosity Range: 0.5 To 10,000 Cst; Borosilicate Glass, Annealed For Stress Relief; Supplied With Individual Calibration Constant; Temperature Control Bath: Advanced Digital Constant Temperature Bath With Microprocessor-Based Pid Controller; Temperature Range:Ambient +5 °C To 150 °C, Accuracy: ±0.05 °C, Uniformity: ±0.1 °C Across Bath, Bath Capacity: Minimum 15 Litres, Stainless Steel Inner Chamber;Stirring: Magnetic / Circulating Pump For Uniform Temperature Distribution, Digital Display: Dual Led/Lcd Display For Set And Actual Temperature. Vacuum System (For Cannon-Manning): Precision Vacuum Pump With Fine Control Valve, Vacuum Regulation: 30 Cm Hg ±0.05 Cm Hg, Digital Vacuum Gauge For Real-Time Monitoring, Silent, Oil-Free Operation With Moisture Trap, Digital Stopwatch/Timer (Least Count: 0.1 Sec), Is/Astm Standard Thermometers / Digital Pt-100 Probe (Range 0-150 °C, Accuracy ±0.1 °C); Standard Reference Oils (For Calibration Check, Nabl Traceable); Protective Viscometer Holder Assembly With Levelling System; Safety Cover Over Bath With Insulated Lid. Suitable For 220-240 V Ac, 50 Hz, Single Phase. , Flash Point (Open) And Fire Point Cleveland (For Determining The Flash And Fire Points Of Petroleum Products, Except For Fuel Oil And Those Products Which Have Open Cup Flash Point Below 79° C (175° F). Standards - Is:1209-1978, Is:1448 (69)-2019, Cleveland (Open Cup)) Electrical Heating With Electric Heater. This Apparatus Consists Of The Test Cup, Heating Plate, Test Flame Applicator, Heater, Supports As Described In Is 1209-1978 Specifications And Accessories For Converting Open Cup Model To Close Cup Model, Preferred. The Complete Apparatus Is Manufactured From Brass Or Stainless Steel Material, Heater Is Controlled By Energy Regulator And A Gas Test Jet Assembly And Temperature Displayed On Digital Temperature Indicator Fitted To The Apparatus. Suitable For Operation On 220 Volts, 50 Hz, Ac Supply. , Flash Point Pensky-Martens Apparatus (For Determining The Flash Point Of Fuel Oils And Lubricating Oil, Bitumen Other Than Cutback Bitumen And Suspension Of Solids In Liquids, Having A Flash Point Above 49°C.) Standards - Is:1209-1978, Is:1448 (69)-2019, Pensky-Martens (Closed Cup)) Electrical Heating With Electric Heater. Assembly Consists Of Brass Test Cup With Handles, Constant Speed Motorized Stirrer, Accessories For Converting Close Cup Model To Open Cup Model Preferred.. The Temperature Range From 40 To 360° C By A Manual Pensky Martens Closed Cup Apparatus. Fitted With Electronic Digital Temperature Indicator And Energy Regulator Control And A Gas Test Jet Assembly. Suitable For Operation On 220V, 50Hz, Single Phase, Ac Supply. , Bulk Density Measurement Set (3/15/30 Lt) As Per Is : 2386 (Part - Iii) -1963, Is : 10079-1982, Cylindrical Measure With Tamping Rod Required For Determining The Bulk Density Or Unit Weight Of Aggregates. Three Calibrated Cylindrical Measures One Each Of 3 Litre, 15 Litre And 30 Litre Capacity Made Out Of Thick Gauge Steel Sheet With Handles Stout And Rigid To Retain Form, Complete With One Tamping Rod 16 Mm Dia X 60 Cm Long Rounded At One End. , Ring And Ball Apparatus As Per Is 1205:2022 Applies To Bitumen, Tar, Coal Tar Pitch, And Related Materials Softening Point. Ring Dimensions: Two Tapered Rings In Brass, Balls: Steel Balls 9.5 Mm In Diameter, Weighing 3.50 ± 0.05 G Each, Two Ball Centring Guides, A Ring Holder And A Bath 8.5 Cm Dia X 12 Cm Deep Approx. Features A Magnetic Stirrer, Heating Facility, And A Digital Temperature Display. Glass Beaker With Cover, Ring & Ball Stand, Cork For Thermometer, Brass Base Plate For Preparing The Specimen. Temperature Control Is Via An Integrated Pid Controller And Operate On 220 V, 50 Hz, Single-Phase Ac Supply. , Benkelman Beam With Digital Dial Gauge As Per Irc:81-1997, Guidelines For Pavement Strengthening Using Benkelman Beam, Length 3.66 M; Pivot 2.44 M From Tip, Rebound Deflection (Used For Overlay Design), Use Known-Thickness Blocks; ½ Thickness Equals Gauge Reading, =10 Points Per Section; =50 M Spacing, 0.01 Mm/°C; Standard = 35 °C, Apply Correction Based On Climate/Moisture Seasonal Effects, Available Automated Variants And Specs In Morth Documents, Supplied With A Digital Dial Gauge Of 0.001 X 12.5Mm Or 12.7Mm Or 25Mm. , Refrigerated Ductility Tester Temperature Controlled As Per Is 1208 (Part 1): 2023 - Methods For Testing Tar And Bituminous Materials - Part 1: Determination Of Ductility, Apparatus Specifications -The Test Apparatus Comprises A Brass Briquette Mould (With Precise Dimensions), A Water Bath Maintained Within ± 0.1 °C Of The Test Temperature, A Testing Machine For Horizontal Pull, And A Thermometer With Defined Accuracy And Range. Test Conditions - Standard Temperature: 25.0 ± 0.5 °C, Pull Rate: 50.0 ± 2.5 Mm/Min, For Low-Temperature Testing: 4.0 ± 0.5 °C.The Rotating Shaft Has 2 Speeds Of Travel For The Bracket, 5 Cm/Min And 1Cm/Min, Selected By A Clutch. Features Digital Touch-Screen Control, Preferred, Variable Pull Rates, And Refrigeration, The Temp. Is Controlled By Dual Display Microprocessor Based Auto Tuning Pid Digital Temp. Indicator Cum Controller, Complete With Three Briquette Moulds, Working On 220/230 Volts Ac, Single Phase. , Automatic Marshall Stability Test Machine (Digital) As Per Indian Standard: Is 17127:2019 , Defines The Method For Stability (Maximum Load), Flow (Deformation Under Load), And Bulk Density When Loaded On The Lateral Surface Using A Marshall Apparatus. Specification: Capacity Of The Load Frame - 100Kn, Platen Diameter - 150Mm, Platen Speed - 0.001- 51 Mm/Min, Breaking Head Assembly With Flow Meter For 150 Mm, Rammer For Marshal 10.2 Kg (2 Nos.), Modified Marshal Mould 150Mm Dia Complete (3Nos.), Pedestal For Holding The Mould 150 Mm(1Nos), Rammer 5.2 Kg - 2 Nos, Load Cell - 100Kn, Displacement Sensor Along With Flow Meter - +20Mm, Accessories For 100 Mm Dia. Specimen, 100 Mm Dia. Mould - 3 Nos., Pedestal For Holding The Mould 100 Mm (1 Nos), Rammer 5.2 Kg - 2 Nos., Breaking Head Assembly - 1 No. Touchscreen Interfaces With High-Resolution Tft-Lcd, Real-Time Load Vs. Time/Displacement Graphs. Internal Storage, Usb, Ethernet, Pc Software Support For Data Export, Suitable For Operation On 220V, 50 Hz, Single Phase, Ac Supply. , Thermo Statically Controlled Oven (300 -350 Lt.) As Per Is/Astm Standards And Aicte Norms, Thermostatically Controlled Oven Used For Heating, Drying, And Conditioning Of Aggregates, Bitumen, And Bituminous Mixes At Controlled Temperatures During Various Tests In Transportation/Bitumen Labs The Standard Specifications Are Doublewalled Construction With Outer Body Made Of Mild Steel (Powder Coated), Inner Chamber Made Of Stainless Steel / Mild Steel With Heat-Resistant Enamel, High-Grade Mineral/Glass Wool To Minimize Heat Loss, Ambient +10°C To 250°C, Thermostatic Or Digital Pid Controller With Accuracy Of ±1°C, Temperature Uniformity Maintained By Forced Air Circulation, High-Quality Heating Element Chrome Wire / Tubular Heaters, Ensures Uniform Heating Across Chamber, Adjustable Shelves(Min. 03) Made Of Stainless Steel Perforated Sheet With Removable For Flexibility, Capacity Volume: 300 To 350 Litres, 220/230 V, Single-Phase, 50 Hz Ac.Compliance With Is: 6365-1971: The Equipment Should Confirm To This Indian Standard, Which Covers Safety Requirements, Tests, And Marking For Laboratory Ovens. Door: A Sealed Main Door With A Silicone Gasket & Lock. Safety Features Such As Overtemperature Protection, An Automatic Over-Temperature Alarm, And Thermal Cut-Off. Casters For Easy Movement.
Contract Date: Feb 19, 2026 Contract Value : 13.99 Lakh
Boards / Undertakings / PSU No of Bidders 4
Jammu And Kashmir View Result →
44.
Rural Development #9589084 AOC
Tender For Dhamane Rural Water Supply Scheme Tal.Maval - 1 10 HP Submersible Pumping Machinery Submersible Pumpset : Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. 10 HP 2NO, Q-6.03 LPS, H-63M 2 Glandless Sluice Valve :- Providing & erecting 100mm P.N. 1.0 C.I D.F sluice valve con to I.S, 14846-2000 with all necessary jointing material as per detailed specifications 3 Designing, Providing, Erecting, Testing & Commissioning 100 MM dia ,Cast Steel,D.F. Reflux valve of Class 150 rating generally conforming to IS- 5312, Part I with renewable gun metal sealing face on swing door without bypass arrangement as per detailed specifications enclosed. 4 Providing and supplying 25 mm dia Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. 5 Providing erecting 100 MM B class G.I. Pipe for suction & delivery 6 Designing fabricating providing erecting MS pipes and specials for cable tray supports, Drain pipes for D.G. set , Pipe works & items related to all other similar work including cutting , bending & Painting as per detailed specifications. 7 Providing making flanged joints to the MSDF pipes & specials as per detailed specifications 8 Designing , Providing ,erecting commissioning with test & trial of Pressure gauge of 100 mm capacity complete with Syphon tube, isolating cock etc suitable for 12 mm dia.Pipe 9 LT Panel Board 10 HP: Providing erecting L.T. Panel board as per detailed specifications ( As per rate analysis ) 10 Cables :- Providing erecting commissioning of cable 4C x 10 sq.mm Aluminium conductor, XLPE / PVC insulated & armoured cable Jackwell to WTP LT Panel 11 3C x 2.5 sq.mm Copper Submersible cable from starter to 10Hp Pump 12 Supplying & laying (including excavation) 50 cm outside dia. Double wall corrugated pipes (DWC) - for underground cable H/W to WTP 13 Providing Erecting MS Structural steel work, ISMB for Pumpset Foundation 14 Providing & making plate type earthing of 60 x 60 x 0.6 mm G.I. earth plate with chember as per IE rules & as per detailed specification. 15 GI Earthing strip/ Wires 16 Providing & Supply of HDPE Special, Fittings shall be inclusive of all cost such as testing, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transportation up to site, transit insurance loading, unloading, stacking etc. complete. 17 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. 18 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. Air Valve Single Ball Flanged / Screwed Type - PN -1 25 MM 19 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 110 mm. (8 kg./m ) 20 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). Air Valve Single Ball (PN-1 and PN - 1.6) 25 mm. 21 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) upto 150mm 22 Providing and laying in situ Cement Concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) M-150 23 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete. 24 SUB-ESTIMATE NO : 3 RCC ESR OF CAP- 83000 LITERS AT GAVTHAN 12 m STAGGING HEIGHT 83000 Liters capacity ESR/ MBR at School Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge. 25 Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-incharge. (a) Inlet pipe 100 mm dia C.I. D/F pipes 26 (b) Outlet pipe 100 mm dia C.I. D/F pipes 27 (e) Overflow pipe 100 mm dia C.I. D/F pipes 28 Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all re- spect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmen-tal store, unloading stacking etc. complete. C.I D/F Specials for above pipes 29 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. 30 Providing double flange sluice valve confirming for IS- 14846 including worn geaarrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice valve PN-1.0 without bypass (a) ) For Outlet 100 mm dia 31 (b) For Washout 100 mm dia 32 (d) For bypass arranement 100 mm dia 33 Add 3% Contingencies Charges for Total 34 Providing HDPE Pipe Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201;Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transportation up to site, transit insurance loading, unloading, stacking etc. complete. 35 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. 36 Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc.complete Without by pass arrangement - PN -1 A)Sluice valve PN-1.0 (without by pass arrangement 50 mm dia 37 65mm dia 38 80mm dia 39 100mm dia 40 125mm dia 41 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murum, boulders including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. ( Average rate 150+ 170 +192= 170.66 & add 10% for hilly area = 187.73 ) 42 Excavation for foundation / pipe trenches in Soft rock, hard rock, including blasting/chiselling, or by all means including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. ( Average rate 572+ 755 +1017= 781.33 & Add 10% for Hilly area = 859.47 ) 43 Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. 44 Lowering laying and jointing HDPE/MDPE pipes in proper posision including all special by Compressing fitting / Electrofusion and but fusion jointing procedure including hydraulic testing as per relevant IS code complete with all material for jointing procedure like Electrofusion machine. Electro mirror/heater /But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer in charge as per IS-7634 Part II. 63 mm dia 45 75 mm dia 46 90 mm dia 47 110 mm dia 48 125 mm dia 49 Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. etc complete. 63 mm dia 50 75 mm dia 51 90 mm dia 52 110 mm dia 53 125 mm dia 54 140 mm dia 55 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) PCC - M-150 56 Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. 50 mm dia 57 65mm dia 58 80mm dia 59 100mm dia 60 125mm dia 61 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 225 mm x 300 mm (40 kg) 62 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion12mm thick cement plaster in CM 1:4 proportion on both sides, CC 1:2:4 15cm thick for coping and providing and fixing SFRC manhole frame and cover, etc. complete as directed by Engineer-in-charge. As above of 1.2m X 1.2m internal size and depth upto 1.2M. 63 Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 80 mm 64 100mm dia 65 125mm dia 66 140mm dia 67 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc. complete. 68 Lettering for informatory sign boards etc. complete. 69 Providing and fixing board displaying information, such as Name of work, Tender cost, Name of Contractor, Work completion and liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coaof Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paincomplete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec Number As directed by Engineer in Charge 70 SUB-ESTIMATE NO : 7 TRIAL RUN AND MAINTENANCE OF SCHEME Commissioning, running and maintaing the scheme to its rated capacity, including providing necessary personnel such as operator, valveman,labour etc as per requirement of the scheme for a period of 1 Month together with training to the Local Body maintenance staff and handing over the scheme to local Body after completion of the above period as directed by Engineer-in-charge. Please Enable Macros to View BoQ information
Contract Date: Feb 17, 2026 Contract Value : 85.48 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
45.
Housing Urban and Rular Development #9586233 AOC
Tender For Construction Of 6 Nos. E Type quarter At Top- Ii Of Paralakhemundi Ps, Gajapati.- 50000001Earthwork in stoney earth and gravel mixed stone and boulder not exceeding 0.014 cum in volume within 50 m. initial lead and 1.5 m. initial lift including rough dressing and breaking clods to maximum 5 cm. to 7 cm. and laying in layers not exceeding 0.3 m. depth.Ground Floor 2 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 3 50000008Providing and laying reinforced cement concret of M-20 grade with 20mm and down grade black hard grinite(crusher broken) stone chips including cost of all materials, labours T&P etc. Complete but excluding the cost of reinforcement. Ground Floor 4 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 5 500000184 thick dry brick rammed khoa well watered and fully consolidated complete,including cost of all materials as per direction of Engineer-in-charge. Ground Floor 6 5000002012mm thick cement plaster in cement mortar 1:6 (1cement:6sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 7 First Floor 8 Second Floor 9 Third Floor 10 Forth Floor 11 500000216mm thick cement plaster in cement mortar 1:4 (1 cement:4 sand) to R.C.C surfaces finished smooth including closed deep chipping and slurry treatment with necessary scaffolding, curing etc. all complete at all depth and height for inside and outside surfaces.Ground Floor 12 First Floor 13 Second Floor 14 Third Floor 15 Forth Floor 16 5000002216mm thick cement plaster in cement mortar 1:6 (1 cement:6 sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 17 First Floor 18 Second Floor 19 Third Floor 20 Forth Floor 21 50000023Priming one coat with any approved primer on new work to give an even shade including scaffolding and cleaning the surface before application etc.complete. (FOR OUTSIDE)Ground Floor 22 First Floor 23 Second Floor 24 Third Floor 25 Forth Floor 26 50000025Wall painting two coats with plastic emulsion paint of approved shade including scaffolding and cleaning the surface before application. Ground Floor 27 First Floor 28 Second Floor 29 Third Floor 30 Forth Floor 31 50000035providing & fixing ceramic tiles of approved size in dado & skirting over cement plaster 1:3, 12mm thick jointed with with neat white cement slurry including cost of all material labour T & P etc.complete. First Floor 32 Second Floor 33 Third Floor 34 50000036 Floor Tile flooring over cement plaster 1:1 25mm. thick bed with cost of all materials, labours T & P etc.complete. First Floor 35 Second Floor 36 Third Floor 37 50000044Providing anti-termite treatment including labour and materials etc complete.(As per specification confirming to IS Code 6313-3(2001)part-3 ).Ground Floor 38 First Floor 39 Second Floor 40 Third Floor 41 Forth Floor 42 50000057Drip course mould plaster 1:4 (1:cement :4sand) including necessary scaffolding curing etc. complete at all depth and height.Ground Floor 43 First Floor 44 Second Floor 45 Third Floor 46 Forth Floor 47 50000063 One coat of priming with approved primer over new wood work. Ground Floor 48 First Floor 49 Second Floor 50 Third Floor 51 Forth Floor 52 500000712.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard grinite chips on new work including cost of labour,material,T&P etc all complete. Third Floor 53 Forth Floor 54 50000495Fly Ash brick masonry in cement mortar 1:4 (1 cement:4sand) using Fly Ash bricks of 25cm x 12cm x 8cm having crushing strength not less than 75 kg per sq. cm with dimensional tolerance +/-2% including watering, curing and cost, conveyance, royalty of all materials and cost of labour etc. complete. In Superstructure.Ground Floor 55 Third Floor 56 50000742Painting two coats of Anti-fugal weather coat water proofing paint including scaffolding and cleaning the surface before application. Ground Floor 57 First Floor 58 Second Floor 59 Third Floor 60 Forth Floor 61 50000879Supplying and fitting, fixing of chequer tiles over cement mortar 1:1, 25mm. thick with cost of all materials, labour, T & P etc.complete. Ground Floor 62 50000884Enamel painting two coats including cost of all materials cleaning,brushes,putty etc. Ground Floor 63 First Floor 64 Second Floor 65 Third Floor 66 Forth Floor 67 50000964Providing and Fixing of Granite Flooring in floors, Treads and Landings over 25mm thick bed of cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shades of the Granite including cleaning etc.Ground Floor 68 First Floor 69 Second Floor 70 Third Floor 71 50001152Providing & fixing aluminium work (min.thickness of powder coating 50 micron) for structural glazing including required scaffolding for fixing the aluminium sections for extruded builtup standard tubural & other sections of approved make confirming to IS:733 and IS:1285 fixing with rawl plugs & screws or with expansion hold fasteners including necessary fillings up gaps at junctions at top,bottom & sides with cement mortar,aluminium sections shall be smooth,rust free ,straight,mitred & jointed mechanically,the glazing will be 5mm thick,coloured,reflective glass of approved colours & make (SAINT GOBAINI) fixed in aluminium sections upto required height & joints filled clear weather silicon sealant etc complete in all respect as per the direction of EIC/Architect in charge.First Floor 72 Second Floor 73 Third Floor 74 Forth Floor 75 50001303Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Foundation & PlinthGround Floor 76 50001305Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Superstructure.Ground Floor 77 First Floor 78 Second Floor 79 Third Floor 80 Forth Floor 81 50001311Fly Ash brick masonary in cement mortar 1:4:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Superstructure.First Floor 82 Second Floor 83 Forth Floor 84 50001694Supplying, fitting & fixing of Vetrifed Tile in floors of size 600mm x 600mm (colour / printed series)of approved make conforming to IS : 13755 laid on 20 mm thick cement mortar and filling joints with white cement of approved quality including cost of all materials, labour T &P etc required for the works all complete as per direction of Engineer -in- charge. (For new work only)Ground Floor 85 First Floor 86 Second Floor 87 Third Floor 88 Forth Floor 89 50001814Supplying, fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame. shutters and all fitting and fixtures.Ground Floor 90 First Floor 91 Second Floor 92 Third Floor 93 50007923Supplying,fitting & fixing of Stainless steel aquare pipe using 50X50X2.5MM size square pipe with vertical post and one horizontal rail and grade of size 30X30X2.5MM size square pipe as per approved design and specification, buffing,polishing etc with cost,conveyance of all materials, labour,T&P etc required for the complete in all respect.[JINDAL/NIPPON STEEL]First Floor 94 Second Floor 95 Third Floor 96 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 97 First Floor 98 Second Floor 99 Third Floor 100 Forth Floor 101 50010542Providing, Fitting and Fixing of three track (122mmx 54mm) height below 1.5 Mtr.UPVC glazed sliding window Premium quality with frames and sashes shall be from white UPVC profile. All section of frame and sashes shall be reinforced with galvanized steel in single continuous length, holes about 8mm dia to be provided @ 300mm C/C outer side of lower sashes, window shall be such that glazing or deglazing on site possible without the need to remove the outer frame from the structure of the building. Glazing must be used 5mm thick reflective toughened glass with weather seal. Window frame will be fixed to the wall with 100mm long and minimum 8mm dia. fasteners and after fixing frame the gap in between the frame and wall should be filled with silicon sealant for inner frame sealing complete with all fixtures in all respect. UPVC Window make:-DUROPLAST / SIMTA ASTRIX / NCL VEKA, All GLASS work:- Saint-Gobain/AIS (ASAHI).First Floor 102 Second Floor 103 Third Floor 104 50010554Providing, supplying and fixing of UPVC Glazed Fixed Louvered Ventilator of size 600 mm X600 mm made out of multi chambered UPVC of DUROPLAST / SIMTA ASTRIX / NCL VEKA having isolated drainage, holes about 8 mm dia. to be provided @ 300 mm C/C outer side of lower sashes and reinforced with Galvanized Iron profiles throughout the window with Fan(185mm)of USHA / CROMPTON/Havells/Anchor. The outer frame having an overall size of 39 mm x 39 mm x 2.2 mm thickness with reinforcement of 1.2 mm . Ventilator shall be provided with 4 mm Pin Head glass, standard hardware. Wall thickness of frame and Mullion shall be 2.4 mm, including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work with transportation and wastage.First Floor 105 Second Floor 106 Third Floor 107 50010620Providing and Finishing wall surface with Acrylic Interior wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding ,staging charges with cost of all materials, labour T and P etc. complete. [NSWI] INTERIOR ACRYLIC WALL PUTTY:- (BIRLA WHITE/JK WALL PUTTY)Ground Floor 108 First Floor 109 Second Floor 110 Third Floor 111 Forth Floor 112 50010668Providing and Fixing of Factory made WPC Door Frame of size 125x65 provided with plug-in socket arrangement and joined together by screws. The finished door frame units to be of approved colour using high quality pigments complete in all respect as per specification. [NSWI] WPC Frame make:-Century/GreenFirst Floor 113 Second Floor 114 Third Floor 115 50010704Providing and Fixing of Single leaf solid WPC door shutter of 30 mm thick compacted with wood grain finished with 2 Nos SS Handles (150 mm), 2 Nos SS Tower Bolt (250mm x 10mm), 4 Nos. SS Butt Hinges (125mm x 8.5mm x 5.5mm ) with all necessary fittings Complete with approved colour . [NSWI]Make:- WPC Door(Century/Green), Hard ware fittings (Godrej).First Floor 116 Second Floor 117 Third Floor 118 50010716Supplying, fitting and fixing of MS. grill,MS louvred ventiletors (make-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER))including cost of labour ,material, transportation etc. as per the specification provided in Drawing.Ground Floor 119 First Floor 120 Second Floor 121 Third Floor 122 Forth Floor 123 50010827Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia. of 2mm thick circular pipe with Balustrade of size 38mm x 38mm x 2mm @ 900mm C/C, stainless steel square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification and the entrance newel post will be 100mm dia. of 750mm height with top bulb, buffing, polishing etc. with cost, conveyance, labour, T and P etc. required to complete in all respect. [NSWI] Stainless steel Brand:- JINDAL/NIPPON STEEL.Ground Floor 124 First Floor 125 Second Floor 126 Third Floor 127 Forth Floor 128 50010839Supplying, fitting and fixing of 110mm dia PVC rain water down pipe (min. 6kg/sqcm) (IS-4985) with necessary fittings and all complete. PVC Pipe Brand:-SUPREME/ORIPLAST/FINOLEX.Ground Floor 129 First Floor 130 Second Floor 131 Third Floor 132 Forth Floor 133 50010927Providing and fixing of Storage Cabinet / Cup board made of 18mm WPC Board,ISI Certification Cabinet will have horizontal panel should be finger joints. The door shutter will be fixed using 9 degree auto hinge. The surface of the Cabinet will be finished with gloss finish laminates including 1st quality teak wood moulding and leaping.Cabinet will have provision for door, with lock and key with ISI certification hardware. WPC board:- Greenply Endure/Century , Laminate make:- Century lam/Greenlam ,Marino Hardware fittings- Godrej.First Floor 134 Second Floor 135 Third Floor 136 50011579Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC ROOF SLAB)Ground Floor 137 First Floor 138 Second Floor 139 Third Floor 140 Forth Floor 141 50011592Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,<(>,<)> including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC COLUMNS)Ground Floor 142 First Floor 143 Second Floor 144 Third Floor 145 Forth Floor 146 50011604Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC SILL BAND)First Floor 147 Second Floor 148 Third Floor 149 50011616Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,<(>,<)> including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability. Without cost of reinforcement(FOR COLUMN FOOTING)Ground Floor 150 50011628Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR LINTEL BEAM).Ground Floor 151 First Floor 152 Second Floor 153 Third Floor 154 50011640Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability. Without cost of reinforcement(FOR RCC CHHAJA & SHELVES).Ground Floor 155 First Floor 156 Second Floor 157 Third Floor 158 Forth Floor 159 50011652Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC STAIRCASE).Ground Floor 160 First Floor 161 Second Floor 162 Third Floor 163 50011664Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,<(>,<)> including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR TIE BEAM).Ground Floor 164 50011676Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability. Without cost of reinforcement(FOR RCC FLOOR BEAMS).Ground Floor 165 First Floor 166 Second Floor 167 Third Floor 168 Forth Floor 169 50011688Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC FINS).Ground Floor 170 First Floor 171 Second Floor 172 Third Floor 173 50015685Supplying. fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete.First Floor 174 Second Floor 175 Third Floor 176 50015997Priming one coat with any approved primer on new work to give an even shade including scaffolding and cleaning the surface before application etc.complete.(FOR INSIDE)Ground Floor 177 First Floor 178 Second Floor 179 Third Floor 180 Forth Floor 181 10000556Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (1200cfm/300psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories,tools and plant and consumables etc for lowering of 200mm dia PVC pipes for housing fitted with socket and with or without well screen as per tenecessity for soft,medium,hard and boulder formation (PVC casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and with drawing after completion of the tube well).(Icluding both LABOUR FOR DRILLING 200MM DIA UPTO 30 MTR. & LABOUR FOR DRILLING 150MM DIA FROM 30 MTR TO 150 MTR including all.) CONSIDER FOR 150 MTR DEPTH.Ground Floor 182 10000564Lowering 200mm dia. PVC pipes with or without slotted pipes as per the necessity from ground level with fitting and fixing the same in a perfectly vertical position. This includes cutting, threading pipes/slotted pipes with providing and fixing of required jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells so as to prevent entry of foreign materials from above. (FOR HAMMER DRILLING RIG/ COMBINITION DRILLING RIG).Ground Floor 183 10000570Cleaning and developing 200mm dia. tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour .(FOR HAMMER DRILLING RIG/ COMBINITION DRILLING RIG).Ground Floor 184 10000583Supplying and fixing of control panel board with all accessories. (UPTO 3HP SINGLE PHASE) Make: KSBGround Floor 185 10000588Supplying and fixing of HDPE Pipes 32/40 mm (High Density Polyethylene pipes having inner dia. 32mm and outer dia. 40mm) 6Kg/Sq. cm With IS specification.(32MM NOMINAL BORE SIZE). Make Finolex/Oriplast/Supreme.Ground Floor 186 10000594Supplying and fixing of PVC coated steel rope including cost of material, labour etc. complete. Make-Mahdev/AerolexGround Floor 187 10000596Supplying and fixing of Finolex/L&T/Cable 4 Sq. mm (3core copper wire flat cable with PVC insulation).Ground Floor 188 10000600Supplying and fixing of accessories like Nipple, Bore cover, MS clamp, Nut Bolt, Stainless steel nipple, Short piece, GI bend, Socket etc. complete.Ground Floor 189 10000602Installation charges pump set with all accessories including transportation etc.Ground Floor 190 10001184Supplying of 200mm inner dia. PVC casing pipe for deep bore well CD (deep well casing) type basing on IS-12818-2010, wall thick ness 13mm to 14.8mm with One end of the pipe is male-threaded whereas the other end is a female-threaded socket. Threads are either V-type or trapezoid-type, and protection caps are provided on the threads to protect the threads in transit. With pressure ratings ranging from 7.5 to 20 bar (PN). Make: ORIPLAST/SUPREME/FINOLEXGround Floor 191 10001190Supplying Submersible Pump Set with the cost of Motor of following model including cost of transportation charges.1.5HP, Single phase,32D,19 Stage (head 50-129m). Make: KSB(2C/21).Ground Floor 192 40000946Recessed wiring to Angle Holder Point ( MODULAR)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havells/V guard/KEI) Make-switch /Angle holder-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 193 40000949Recessed wiring to Tube Light Point ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havels/ V guard/KEI)(Make-switch/ceiling rose-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 194 40000952Recessed wiring to Calling Bell Point ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V modular bell push ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havels/ V guard/KEI)(Make-bell push switch-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 195 40000958Recessed wiring to Television Point (Modular)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havels/ V guard/KEI)(Make-switch/TV socket-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK).Ground Floor 196 40000970Recessed wiring to Ceiling Fan Point ( MODULAR)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/ceiling rose-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 197 40000973Recessed wiring to Exhaust fan Point ( MODULAR)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V modular type switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/ceiling rose-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 198 40000976Recessed wiring to Security Light Point ( MODULAR)(1X36WT) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq. mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/HPL/KEI) Make-switch-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 199 40000979Recessed wiring to Security Light Point ( MODULAR) (4X24WT) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 15 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/HPL/KEI) Make-switch-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 200 40000982Point wiring for 5/ 6 amp socket outlet ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor ISI marked in recess 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V modular type switch & socket , phenolic laminated sheet suitable size ISI marked MS Box & earthing Point with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor for loop earthing etc . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/Socket-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 201 40000988Point wiring for 15/16 amp socket outlet ( MODULAR) with 4.0sq.mm FR PVC insulated single core multistrand copper conductor ISI marked in recess 20 mm dia non metalic PVC flexible conduit with 15/16 Amp, 250 V modular type switch & socket , phenolic laminated sheet suitable size ISI marked MS Box & earthing Point with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor for loop earthing etc . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/Socket-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 202 40001000Recessed wiring to submain in 2 x 2.5 sqmm FR PVC insulated single core multistarnd copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick along with 1 x 1.5 sqmm FR PVC insulated single core multistrand copper conductor as earth wire as required (Make of wire Finolex / Anchor / Havells/ V guard/KEI) CSR SL .No- 1.8.2)(Make of PVC pipe-AKG/NORPACK)Ground Floor 203 40001003Recessed wiring to submain in 2 x 4 sqmm FR PVC insulated single core multistarnd copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick along with 1 x 1.5 sqmm FR PVC insulated single core multistrand copper conductor as earth wire as required (Make of wire Finolex / Anchor / Havells/ V guard/KEI) CSR SL .No- 1.8.3)(Make of PVC pipe-AKG/NORPACK)Ground Floor 204 40001006Recessed wiring to submain in 2 x 6 sqmm FR PVC insulated single core multistarnd copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick along with 1 x 2.5 sqmm FR PVC insulated single core multistrand copper conductor as earth wire as required (Make of wire Finolex / Anchor / Havells/ V guard/KEI) CSR SL .No- 1.8.4)(Make of PVC pipe-AKG/NORPACK)Ground Floor 205 40001126providing and fixing 8 SWG(4mm)dia copper wire on surface or in recess for loop earthing as required (sl no-3.18)Ground Floor 206 40001129Supplying and fixing of 6X4 16/18 swg,2 deep G.I box of following size on surface / recesss with suitable size of 3mm thick phenolic laminated sheet cover in front including cutting the wall and making good the same case of recessed conduit as required.(csr s l.no-1.24.5)(Make-National / Royalam)Ground Floor 207 40001132Supplying and fixing of 8X6 16/18 swg,2 deep G.I box of following size on surface / recesss with suitable size of 3mm thick phenolic laminated sheet cover in front including cutting the wall and making good the same case of recessed conduit as required.(csr s l.no-1.24.5)(Make-(National / Royalam)Ground Floor 208 40001135Supplying and fixing of 8X10 16/18 swg,2 deep G.I box of following size on surface / recesss with suitable size of 3mm thick phenolic laminated sheet cover in front including cutting the wall and making good the same case of recessed conduit as required.(csr sl.no-1.24.5)(Make-(National / Royalam)Ground Floor 209 40001141Supplying and fixing of two modular GI Box 18 swg with Modular base & cover for 2 module (Sl. No- 1301,1421)(Make-switch/Socke t-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 210 40001145Supplying and fixing of 4 modular GI Box 18 swg with Modular base & cover for 4 module (Sl. No- 1301,1421)(Make-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 211 40001151Supplying and fixing of 8 modular GI Box 18 swg with Modular base & cover for 8 module (Sl. No- 1301,1421)(Make-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 212 40001154Supplying and fixing of 12 modular GI Box 18 swg with Modular base & cover for 12 module (Sl. No- 1301,1421)(Make-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 213 40001157Supply and Fixing of 32 amp. DPMCB – 01 no wth 32 amp. 240 volt cutout – 02 nos with copper bus bar & indicator etc.including all accessories and connections . [Make-(a) MCB/MCCB- Legrand/L &T/ABB/SCHNEIDER(b)- Voltmeter, Ammeter-AE/CAPPA (c) ALL OTHER ACCESSORIES ISI MARK]Ground Floor 214 40001160Supply and fixing of 63AMP DPMCB-1NO ,63 AMP .240V CUTOUT-2NOS METER SPACE WITH LOCKING ARRANGEMENT,METER CUT OUT,COPPER BUS BAR & INDICATOR including all accessories and connections. [Make-(a) MCB/MCCB- Legrand/L&T/ABB/SCHNIDER(b)- Voltmeter, Ammeter-AE/CAPPA (c) ALL OTHER ACCESSORIES ISI MARK]Ground Floor 215 40001172Supply of U-type fan hook(Make-TATA)Ground Floor 216 40001190Supplying and fixing of Call Bell/buzzer ISI marked suitable for DC/AC single phase 230 volts complete as required (CSR sl no-1.30)Ground Floor 217 40001193Blanking Plate(Make-Legrand /Wipro-NorthWest /Anchor-Panasonic/ havells)Ground Floor 218 40001234supply of Stepped type modular fan regulator.(Make-Regulator-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 219 40001237Supply and fixing of 4 way , single Door MCB Box with 1 No 32 Amp. DP MCB & 2 Nos of 20 Amp. SPMCB with sheet steel encloser , distribution board, on surface/ recess, complete with tinned copper bus bar , neutral bus bar, earth bar, din bar , detachable gland plate, interconnection , phosphate and power painted including earthing etc as required.( Sl. No- 2.3.,2.7, )Make-MCB-(Legrand/L &T/ABB/SCHNIDER/ANCHOR-PANASONIC)Ground Floor 220 40001307Supply and fixing of 12 way , Double Door MCB Box with 1 No 32 Amp. DP MCB & 10 Nos of 20 Amp. SPMCB with sheet steel encloser , distribution board, on surface/ recess, complete with tinned copper bus bar , neutral bus bar, earth bar, din bar , detachable gland plate, interconnection , phosphate and power painted including earthing etc as required.Make-MCB-(Legrand/L&T/ABB/SCHNIDER/ANCHOR-PANASONIC)Ground Floor 221 40001316Supply and fixing of 1 phase tested energy meter as per norms of Electrical distribution company. (Make- Secure/ Palmohan/ L&T / Visiontake/Genus)Ground Floor 222 40001322Deposit of service connection charges with Distribution companyGround Floor 223 40001325Supply and fixing of 3/4 MS Bend Pipe including all acessories and connections to be fixed at each quarters for inserting service wire to energy meter.Ground Floor 224 40001833Supply and fixing of 6 sqmm service wire along with G.I wire for support of service wire including all acessories and connections.( Make-Joshi/Multicab)Ground Floor 225 40001876Supply and fixing of 16 Amp top(for inverter installation) with all accessories and conncetion(Make-Legrand/wipro/Anchor-Panasonic)Ground Floor 226 40001879Recessed wiring in 1X1.5sqmm (For inverter)/DG wiring )FR PVC insulated single core multistrand copper conducter of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick as per direction of Engineer in charge(Make of wire Finolex/Anchor/Havells/V guard)(Make of PVC pipe-AKG/NORPACK)Ground Floor 227 40002179Recessed wiring to Surface Light Point ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection .( Make of wire Finolex / L &T / Anchor / Havells/ V guard)Make-switch /-Legrand /Wipro /Anchor /havells /Panasonic)Ground Floor 228 40008126Supply and fixing of 250 mm sweep air ventilating fan with Louvers (PVC BODY) fan with connecting wire and all accessories including fixing and connections . [MAKE- USHA MODEL-CRISP AIR VX/CROMPTON MODEL-VENTILUS/HAVELLS/ANCHOR)Ground Floor 229 40008158Supply and fixing of 1200 mm BLDC (ISI mark 5 star rated)(28wt with aluminium blade)ceiling fan (without remote) with connecting wire and all accessories including hanging and connections .- [MAKE- USHA MODEL-TECHNIX/ CROMPTON MODEL-ENERGIA GROOVE /V-GUARD /HAVELLS MODEL-EFFICIENCIA NEO/ANCHOR-PANASONIC MODEL-PENTA TURBO)Ground Floor 230 40008291Supply and fixing of Earthing with GI earth pipe 3 meter long 40 mm dia Heavy Duty TATA make including accessories and providing masonary enclosure with cover plate having locking arrangement and water pipe etc with charcoal and salt as required.(Minimum 1.5 mtr distance from building & 3 mtr distance from earthing to earthing)Ground Floor 231 40010756Supply and fixing of 9 WT. LED Bulb installred at angle holder/ batten holder.(Make- PANASONIC (MODEL NO-PBUM01097)/HAVELLS(MODEL NO-ADORE).Ground Floor 232 40010758Supply and fixing of 4 FT 20 W LED Tube light fitting with lamp including fixing and connections (Make- PANASONIC(MODEL NO-PBTM012 07)/HAVELLS(MODEL NO-PHOTON ULTRA).Ground Floor 233 40011132Supply & fixing of 25 Wt. LED Street light fitting comprises of Pressure die cast Aluminium housing powder coated in silver grey and toughened glass, Surge Arrester 1 No & 100lum/wt, Protection IP66 with bulb,choke,cover,G.I bracket,clamp & nut bolt connecting wire all accessories (Make- PANASONIC(MODEL-PSTM27258)/HAVELLS(MODEL-ENDURA SUNDOWN30W)Ground Floor 234 40011134Supply & fixing of 45 Wt. LED Street light fitting comprises of Pressure die cast Aluminium housing powder coated in silver grey and toughened glass, Surge Arrester 1 No & 100lum/wt, Protection IP66 with bulb,choke,cover,G.I bracket,clamp & nut bolt connecting wire all accessories (Make-PANASONIC(MODEL-PSTM27458)/HAVELLS(MODEL-ENDURA SUNDOWN45W)Ground Floor 235 40011488Supply and fixing of surface mounted led 15 w square/round light with powder coated finished in white housing 1with lamp , choke, connecting wire, and all accessories and connections .(Make- PANASONIC(MODEL-PDLM36128)/HAVELLS(MODEL-ENDURA NEO)Ground Floor 236 10000002Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,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. For 20mm nominal outer dia pipesGround Floor 237 10000004Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,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. For 25mm nominal outer dia pipesGround Floor 238 10000006Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,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. For 40mm nominal outer dia pipesGround Floor 239 10000174Laying in trenches unplasticised PVC pipes IS:4985-2000 and specials of the following outside diameter for all classes including jointing with supply of approved solvent cement by heat application method including testing as per specification complete. (Earth work in trenches to be measured and paid for separately). (160mm dia rigid UPVC pipe Class- 3 (0.60 mpa)).Ground Floor 240 10000176Laying in trenches unplasticised PVC pipes IS:4985-2000 and specials of the following outside diameter for all classes including jointing with supply of approved solvent cement by heat application method including testing as per specification complete. (Earth work in trenches to be measured and paid for separately). (110mm dia rigid UPVC pipe Class- 3 (0.60 mpa)).Ground Floor 241 10000294Laying in trenches OD PVC pipes and specials of the following outside diameter for all classes including jointing with supply of approved solvent cement by non-heat application method including testing as per specification complete. 110mm dia OD P.V.C SWR double socket pipes (ISI TYPE-A),Analysis is done as per AR-2013,SL NO-2.3.2 .Ground Floor 242 10000296Providing and fixing on wall face PVC SWR moulded fittings / accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .SINGLE JUNCTION WITH DOOR 110 mm P.V.C SWR TYPE. according to AR-2013 SL NO-3.3.3(V)Ground Floor 243 10000298Providing and fixing on wall face PVC SWR moulded fittings / accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .110MM DIA PLAIN BEND P.V.C SWR TYPEGround Floor 244 10000300Providing and fixing on wall face PVC SWR moulded fittings / accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .110mm dia bend with door P.V.C SWR TYPEGround Floor 245 10000304Fixing 110mm size ‘P’ trap (with horn or without horn) for water closet squatting pan including jointing the trap with pan in cement mortar (1:1) as per specification.110 MM DIA P.V.C SWR P-TRAPGround Floor 246 10000308Fixing floor traps of the following nominal diameter of outlet of self cleaning design with screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors all complete as per specification.110mm dia GULLY Trap P.V.C SWR TYPEGround Floor 247 10000310Providing and fixing on wall face PVC SWR moulded fittings / accessories for PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .110 mm dia off set as per p.v.c swr type.Ground Floor 248 10000312Providing and fixing on wall face PVC SWR moulded fittings / accessories for PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion.110 mm dia cowel P.V.C SWR TYPE.Ground Floor 249 10000318Fixing Wash Down Water Closet (European type W.C pan) with integral ‘S’ trap conforming to IS 2556 : Part 8-2004, to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete as per specification. ( With Seat and cover)Ground Floor 250 10000322Fixing wash basins with hole for pillar taps conforming to with Cast Iron or M S brackets painted white including cutting holes in walls and making good the damages etc all complete as per specification.Porcelain Counter Top Basin Oval shape(550X430) with Pillar cock for basin (C.P Pillar cock with Swinging spout),PVC inlet connection pipe ,Chromium Plated brass waste ,PVC waste pipe 32mm Dia,Chromium Plated brass trap including all as per the direction of the E.I.C.Ground Floor 251 10000332Providing and fixing Stainless Steel kitchen sink with C.I brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required.24X18X10 STEEL sink single bowl (parry ware) as per the direction of the E.I.C.Ground Floor 252 10000336Providing 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.As per the direction of the E.I.C .(10 litre capacity - colour)Ground Floor 253 10000346Fixing of C.P Screw-down TWO WAY Bib Cocks (Taps) polished bright conforming to with CP flange and CP extension piece of the following nominal sizes as per specification complete As per the direction of the E.I.C . (Delux Head& high quality).(15mm diameter C.P Two way bib cock)Ground Floor 254 10001062Providing and fixing Chlorinated Poly Vinyl Chloride (CPVC) pipes conforming to IS:15778,having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, 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 should be at 430 Kg/Sq.Cm/1hr at 20 degree Centigrade complete. Make: ORIPLAST/SUPREME/FINOLEX (All SDR-13.5). 50 mm outer dia CPVC pipes.Ground Floor 255 10001088Cutting holes through existing brick work including making good the same in cement mortar (1:4) for taking GI/PVC pipes and fittings etc. all complete as per specification with 1:4 brick work in cement mortar (1:4) and 12mm thick cement plaster. For 250mm thick wall.Ground Floor 256 10001094Cutting holes in R.C.C floor and roofs up to 19cm thick for passing G.I/PVC pipes and fittings etc. and repairing the hole after insertion of pipes etc. with cement concrete (1:2:4) including finishing complete so as to make it leak proof. Details cost of 1 hole of average size 15cm X 15cm X 25cm.Ground Floor 257 10001096Cutting grooves in pucca floors and walls for taking GI/PVC pipes and making good the damages as per specification complete, with cement concrete (1:3:6) and 12mm cement plaster (1:3) along with Cement punning.Ground Floor 258 10001098Fixing floor traps of the following nominal diameter of outlet of self cleaning design with serewed down or hinged grating with or without vent arm complete includingcost of cutting and making good the walls and floors all complete as per specification. 110mm INLET & OUTLET FLOOR TRAP.make: ORIPLAST/SUPREME/FINOLEX 110mm Dia Inlet & Outlet floor trap PVC SWR type.Ground Floor 259 10001124Providing and fixing of 25mm dia. CPVC Full Way Valve/ Ball Valve conforming to the following nominal sizes with wheel as per specif ication complete . Make: ORIPLAST/SUPREME/FINOLEX. 25 mm dia. CPVC Full Way Valve / Ball Valve.Ground Floor 260 10001126Providing and fixing of 40mm dia. CPVC Full Way Valve/ Ball Valve conforming to the following nominal sizes with wheel as per specif ication complete . Make: ORIPLAST/SUPREME/FINOLEX. 40 mm dia. CPVC Full Way Valve / Ball Valve.Ground Floor 261 10001160Providing and fixing Rotational moulded polyethylene cylindrical vertical water storage tank 3layer wall conforming to IS : 12701--1996 including cutting holes through the tank and fixing, fittings CPVC tubes and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting up to a height of 5 metres above ground level and placing the tank to the required position etc. all complete as per specification. Make: SINTEX/SUPREME/ORIPLAST. Triple Layer Cylindrical Vertical water storage tanks.Ground Floor 262 10001162Extra over (item No 3.1.8 as per A.R 2013) for hoisting Rotational moulded polyethylene cylindrical vertical water storage tanks of the following size for every additional height of 5 metres or part there of installation on roof as per the requirement and site condition.Ground Floor 263 10001464Supplying,fitting & fixing of 15mm dia C.P.long body bib cock with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 264 10001466Supplying,fitting & fixing of 15mm dia C.P.angular stop cock with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 265 10001468Supplying,fitting & fixing of 15mm dia C.P concealed stop cock with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 266 10001470Supplying,fitting & fixing of CP Shower (Over Head) with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 267 10001472Supplying,fitting & fixing of CP Arm for Over head Shower with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 268 10001474Supplying,fitting & fixing of CP Health Foucet with 1.0 1 RM PVC Tube with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 269 10001476Supplying,fitting & fixing of C.P.soap holder/disc. with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 270 10001478Supplying,fitting & fixing of C.P. glass scif with glass with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 271 10001480Supplying,fitting & fixing of CP. towel rail.(600x20)mm with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 272 10001482Supplying,fitting & fixing of CP. towel ring. with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 273 10001484Supplying,fitting & fixing of Bevelled Edge Mirror with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 274 MIS-CVL-BRICKMASON 275 50000001Earthwork in stoney earth and gravel mixed stone and boulder not exceeding 0.014 cum in volume within 50 m. initial lead and 1.5 m. initial lift including rough dressing and breaking clods to maximum 5 cm. to 7 cm. and laying in layers not exceeding 0.3 m. depth.Ground Floor 276 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 277 50000008Providing and laying reinforced cement concret of M-20 grade with 20mm and down grade black hard grinite(crusher broken) stone chips including cost of all materials, labours T&P etc. Complete but excluding the cost of reinforcement. Ground Floor 278 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 279 5000001925mm. thick A.S. Flooring with cement concrete 1:2:4 including punning using 12mm. size hard granite chips including cost of all materials T & P etc complete. Ground Floor 280 5000002012mm thick cement plaster in cement mortar 1:6 (1cement:6sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 281 50001303Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Foundation & PlinthGround Floor 282 5000171912mm thick cement plaster 1:4 overbrick work with cement punning for skirting. including cost of labour, material, T&P etc. all complete.Ground Floor 283 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 284 MIS-CVL-INSPECTION 285 50000001Earthwork in stoney earth and gravel mixed stone and boulder not exceeding 0.014 cum in volume within 50 m. initial lead and 1.5 m. initial lift including rough dressing and breaking clods to maximum 5 cm. to 7 cm. and laying in layers not exceeding 0.3 m. depth.Ground Floor 286 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 287 50000008Providing and laying reinforced cement concret of M-20 grade with 20mm and down grade black hard grinite(crusher broken) stone chips including cost of all materials, labours T&P etc. Complete but excluding the cost of reinforcement. Ground Floor 288 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 289 5000002216mm thick cement plaster in cement mortar 1:6 (1 cement:6 sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 290 50001303Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Foundation & PlinthGround Floor 291 5000171912mm thick cement plaster 1:4 overbrick work with cement punning for skirting. including cost of labour, material, T&P etc. all complete.Ground Floor 292 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 293 MIS-CVL-PAVERROAD 294 50000001Earthwork in stoney earth and gravel mixed stone and boulder not exceeding 0.014 cum in volume within 50 m. initial lead and 1.5 m. initial lift including rough dressing and breaking clods to maximum 5 cm. to 7 cm. and laying in layers not exceeding 0.3 m. depth.Ground Floor 295 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 296 50010396Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR COLUMN FOOTING)Ground Floor 297 50015702Supplying and fixing of 60mm thick cement concrete interlocking paver block of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC.Ground Floor 298 MIS-CVL-SEPTICTANK 299 50000001Earthwork in stoney earth and gravel mixed stone and boulder not exceeding 0.014 cum in volume within 50 m. initial lead and 1.5 m. initial lift including rough dressing and breaking clods to maximum 5 cm. to 7 cm. and laying in layers not exceeding 0.3 m. depth.Ground Floor 300 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 301 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 302 500000184 thick dry brick rammed khoa well watered and fully consolidated complete,including cost of all materials as per direction of Engineer-in-charge. Ground Floor 303 5000001925mm. thick A.S. Flooring with cement concrete 1:2:4 including punning using 12mm. size hard granite chips including cost of all materials T & P etc complete. Ground Floor 304 5000002216mm thick cement plaster in cement mortar 1:6 (1 cement:6 sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 305 50001303Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Foundation & PlinthGround Floor 306 5000171912mm thick cement plaster 1:4 overbrick work with cement punning for skirting. including cost of labour, material, T&P etc. all complete.Ground Floor 307 50001839Fly Ash brick masonary work in cement mortar 1:4 (1 cement : 4 sand) using fly ash bricks of 23cm X 11cm X 8cm having crushing strength not less than 35kg per sqcm with dimensional tolerance +/-2% including watering,curing and cost,conveyance,royality of all m aterials and cost of labour etc complete.As per the direction of the E.I.C.Ground Floor 308 50010360Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR RCC ROOF SLAB)Ground Floor 309 50010420Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR RCC CHHAJA and SHELVES)Ground Floor 310 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 311 MIS-INE-LIGHTNINGP 312 40002086Air-Terminal Supply, Installation, Testing & Commissioning of Early Streamer Emission (ESE-30))type Lightning Air Terminal. Supporting Mast The mounting pole used to support the lightning air terminal shall be minimum length of 05 Mtr. , non corrosive and made up of medium class GI / SS pipe of 1.5″ diameter having base plate at bottom for securely fixing the mast on roof top. The mounting pole and supports shall be securely fixed with the brackets and PVC insulated metallic guy wires to withstand the maximum wind velocity of that area. Protection Radius :- 48 Mtr Make :- ABB / STROMKING All the work should be carried out as per the specified specifications and instruction of the Engineer-in-Charge.Ground Floor 313 40002089Lightning Strike Counter Supply, Installation, Testing & Commissioning of non-electronic & non-resettable (Not require any external power supply) type lightning strike counter to count the lightning stroke having display with IP-67 enclosure including all accessories and connection..(6/7 digit) Make :- ABB / STROMKING All the work should be carried out as per the specified specifications and instruction of the Engineer-in-Charge. Engineer-in-Charge.Ground Floor 314 40002095Supply, Installation, Testing & Commissioning of maintenance free chemical earthing having enhancing chemical compound with 3 Mtr. Long copper bonded steel rod and suitable termination clamp including all accessories. Make :- ABB / STAR-X / UNIVERSAL All the work should be carried out as per the specified specifications and instruction of the Engineer-in-Charge.Ground Floor 315 40002720Supply and laying of 70sqmm single core FR PVC insulated unseathed copper conductor for voltage grade 1100 volt as per IS-694 in sur face/underground as required(sl no-5.5.2)(Make-KEI/FINOLEX/HAVELLS)Ground Floor 316 a) APPROVED MAKE /BRAND FOR CEMENT : ULTRATECH, NUVOCO, ACC, JSW (PSC),RAMCO(PSC),DALMIA(PSC),SAGAR(PSC) 317 APPROVED MAKE / BRANDS ARE TO BE UTILISED STRICTLY DURING EXECUTION OF ABOVE RELATED ITEMS OF WORK 318 CESS Please Enable Macros to View BoQ information
Contract Date: Feb 13, 2026 Contract Value : 1.60 Crore
Government Departments No of Bidders 3
46.
Housing Urban and Rular Development #9586232 AOC
Tender For Construction Of 6 Nos. E Type quarter At Jonk Ps, Nuapada.- 1 50000000Earth work in hard soil or gravelly soil within 50minitial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth.Ground Floor 2 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 3 50000008Providing and laying reinforced cement concret of M-20 grade with 20mm and down grade black hard grinite(crusher broken) stone chips including cost of all materials, labours T&P etc. Complete but excluding the cost of reinforcement. Ground Floor 4 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 5 500000184 thick dry brick rammed khoa well watered and fully consolidated complete,including cost of all materials as per direction of Engineer-in-charge. Ground Floor 6 5000002012mm thick cement plaster in cement mortar 1:6 (1cement:6sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 7 First Floor 8 Second Floor 9 Third Floor 10 Forth Floor 11 500000216mm thick cement plaster in cement mortar 1:4 (1 cement:4 sand) to R.C.C surfaces finished smooth including closed deep chipping and slurry treatment with necessary scaffolding, curing etc. all complete at all depth and height for inside and outside surfaces.Ground Floor 12 First Floor 13 Second Floor 14 Third Floor 15 Forth Floor 16 5000002216mm thick cement plaster in cement mortar 1:6 (1 cement:6 sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 17 First Floor 18 Second Floor 19 Third Floor 20 Forth Floor 21 50000023Priming one coat with any approved primer on new work to give an even shade including scaffolding and cleaning the surface before application etc.complete. (FOR OUTSIDE)Ground Floor 22 First Floor 23 Second Floor 24 Third Floor 25 Forth Floor 26 50000025Wall painting two coats with plastic emulsion paint of approved shade including scaffolding and cleaning the surface before application. Ground Floor 27 First Floor 28 Second Floor 29 Third Floor 30 Forth Floor 31 50000035providing & fixing ceramic tiles of approved size in dado & skirting over cement plaster 1:3, 12mm thick jointed with with neat white cement slurry including cost of all material labour T & P etc.complete. First Floor 32 Second Floor 33 Third Floor 34 50000036 Floor Tile flooring over cement plaster 1:1 25mm. thick bed with cost of all materials, labours T & P etc.complete. First Floor 35 Second Floor 36 Third Floor 37 50000044Providing anti-termite treatment including labour and materials etc complete.(As per specification confirming to IS Code 6313-3(2001)part-3 ).Ground Floor 38 First Floor 39 Second Floor 40 Third Floor 41 Forth Floor 42 50000057Drip course mould plaster 1:4 (1:cement :4sand) including necessary scaffolding curing etc. complete at all depth and height.Ground Floor 43 First Floor 44 Second Floor 45 Third Floor 46 Forth Floor 47 50000063 One coat of priming with approved primer over new wood work. Ground Floor 48 First Floor 49 Second Floor 50 Third Floor 51 Forth Floor 52 500000712.5 cm thick grading concrete (1:2:2) on roof slab with 6mm size hard grinite chips on new work including cost of labour,material,T&P etc all complete. Third Floor 53 Forth Floor 54 50000742Painting two coats of Anti-fugal weather coat water proofing paint including scaffolding and cleaning the surface before application. Ground Floor 55 First Floor 56 Second Floor 57 Third Floor 58 Forth Floor 59 50000879Supplying and fitting, fixing of chequer tiles over cement mortar 1:1, 25mm. thick with cost of all materials, labour, T & P etc.complete. Ground Floor 60 50000884Enamel painting two coats including cost of all materials cleaning,brushes,putty etc. Ground Floor 61 First Floor 62 Second Floor 63 Third Floor 64 Forth Floor 65 50000964Providing and Fixing of Granite Flooring in floors, Treads and Landings over 25mm thick bed of cement mortar 1:1 jointed with neat cement slurry mixed with pigment to match the shades of the Granite including cleaning etc.Ground Floor 66 First Floor 67 Second Floor 68 Third Floor 69 50001152Providing & fixing aluminium work (min.thickness of powder coating 50 micron) for structural glazing including required scaffolding for fixing the aluminium sections for extruded builtup standard tubural & other sections of approved make confirming to IS:733 and IS:1285 fixing with rawl plugs & screws or with expansion hold fasteners including necessary fillings up gaps at junctions at top,bottom & sides with cement mortar,aluminium sections shall be smooth,rust free ,straight,mitred & jointed mechanically,the glazing will be 5mm thick,coloured,reflective glass of approved colours & make (SAINT GOBAINI) fixed in aluminium sections upto required height & joints filled clear weather silicon sealant etc complete in all respect as per the direction of EIC/Architect in charge.First Floor 70 Second Floor 71 Third Floor 72 Forth Floor 73 50001303Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Foundation & PlinthGround Floor 74 50001305Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Superstructure.Ground Floor 75 First Floor 76 Second Floor 77 Third Floor 78 Forth Floor 79 50001311Fly Ash brick masonary in cement mortar 1:4:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Superstructure.Ground Floor 80 First Floor 81 Second Floor 82 Third Floor 83 Forth Floor 84 50001694Supplying, fitting & fixing of Vetrifed Tile in floors of size 600mm x 600mm (colour / printed series)of approved make conforming to IS : 13755 laid on 20 mm thick cement mortar and filling joints with white cement of approved quality including cost of all materials, labour T &P etc required for the works all complete as per direction of Engineer -in- charge. (For new work only)Ground Floor 85 First Floor 86 Second Floor 87 Third Floor 88 Forth Floor 89 50001814Supplying, fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame. shutters and all fitting and fixtures.Ground Floor 90 First Floor 91 Second Floor 92 Third Floor 93 50007923Supplying,fitting & fixing of Stainless steel aquare pipe using 50X50X2.5MM size square pipe with vertical post and one horizontal rail and grade of size 30X30X2.5MM size square pipe as per approved design and specification, buffing,polishing etc with cost,conveyance of all materials, labour,T&P etc required for the complete in all respect.[JINDAL/NIPPON STEEL]First Floor 94 Second Floor 95 Third Floor 96 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 97 First Floor 98 Second Floor 99 Third Floor 100 Forth Floor 101 50010542Providing, Fitting and Fixing of three track (122mmx 54mm) height below 1.5 Mtr.UPVC glazed sliding window Premium quality with frames and sashes shall be from white UPVC profile. All section of frame and sashes shall be reinforced with galvanized steel in single continuous length, holes about 8mm dia to be provided @ 300mm C/C outer side of lower sashes, window shall be such that glazing or deglazing on site possible without the need to remove the outer frame from the structure of the building. Glazing must be used 5mm thick reflective toughened glass with weather seal. Window frame will be fixed to the wall with 100mm long and minimum 8mm dia. fasteners and after fixing frame the gap in between the frame and wall should be filled with silicon sealant for inner frame sealing complete with all fixtures in all respect. UPVC Window make:-DUROPLAST / SIMTA ASTRIX / NCL VEKA, All GLASS work:- Saint-Gobain/AIS (ASAHI).First Floor 102 Second Floor 103 Third Floor 104 50010554Providing, supplying and fixing of UPVC Glazed Fixed Louvered Ventilator of size 600 mm X600 mm made out of multi chambered UPVC of DUROPLAST / SIMTA ASTRIX / NCL VEKA having isolated drainage, holes about 8 mm dia. to be provided @ 300 mm C/C outer side of lower sashes and reinforced with Galvanized Iron profiles throughout the window with Fan(185mm)of USHA / CROMPTON/Havells/Anchor. The outer frame having an overall size of 39 mm x 39 mm x 2.2 mm thickness with reinforcement of 1.2 mm . Ventilator shall be provided with 4 mm Pin Head glass, standard hardware. Wall thickness of frame and Mullion shall be 2.4 mm, including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work with transportation and wastage.First Floor 105 Second Floor 106 Third Floor 107 50010620Providing and Finishing wall surface with Acrylic Interior wall putty (Water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding ,staging charges with cost of all materials, labour T and P etc. complete. [NSWI] INTERIOR ACRYLIC WALL PUTTY:- (BIRLA WHITE/JK WALL PUTTY)Ground Floor 108 First Floor 109 Second Floor 110 Third Floor 111 Forth Floor 112 50010668Providing and Fixing of Factory made WPC Door Frame of size 125x65 provided with plug-in socket arrangement and joined together by screws. The finished door frame units to be of approved colour using high quality pigments complete in all respect as per specification. [NSWI] WPC Frame make:-Century/GreenFirst Floor 113 Second Floor 114 Third Floor 115 50010704Providing and Fixing of Single leaf solid WPC door shutter of 30 mm thick compacted with wood grain finished with 2 Nos SS Handles (150 mm), 2 Nos SS Tower Bolt (250mm x 10mm), 4 Nos. SS Butt Hinges (125mm x 8.5mm x 5.5mm ) with all necessary fittings Complete with approved colour . [NSWI]Make:- WPC Door(Century/Green), Hard ware fittings (Godrej).First Floor 116 Second Floor 117 Third Floor 118 50010716Supplying, fitting and fixing of MS. grill,MS louvred ventiletors (make-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER))including cost of labour ,material, transportation etc. as per the specification provided in Drawing.Ground Floor 119 First Floor 120 Second Floor 121 Third Floor 122 Forth Floor 123 50010827Supplying, fitting and fixing of Stainless steel of 304 grade in hand railing using 50mm dia. of 2mm thick circular pipe with Balustrade of size 38mm x 38mm x 2mm @ 900mm C/C, stainless steel square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification and the entrance newel post will be 100mm dia. of 750mm height with top bulb, buffing, polishing etc. with cost, conveyance, labour, T and P etc. required to complete in all respect. [NSWI] Stainless steel Brand:- JINDAL/NIPPON STEEL.Ground Floor 124 First Floor 125 Second Floor 126 Third Floor 127 Forth Floor 128 50010839Supplying, fitting and fixing of 110mm dia PVC rain water down pipe (min. 6kg/sqcm) (IS-4985) with necessary fittings and all complete. PVC Pipe Brand:-SUPREME/ORIPLAST/FINOLEX.Ground Floor 129 First Floor 130 Second Floor 131 Third Floor 132 Forth Floor 133 50010927Providing and fixing of Storage Cabinet / Cup board made of 18mm WPC Board,ISI Certification Cabinet will have horizontal panel should be finger joints. The door shutter will be fixed using 9 degree auto hinge. The surface of the Cabinet will be finished with gloss finish laminates including 1st quality teak wood moulding and leaping.Cabinet will have provision for door, with lock and key with ISI certification hardware. WPC board:- Greenply Endure/Century , Laminate make:- Century lam/Greenlam ,Marino Hardware fittings- Godrej.First Floor 134 Second Floor 135 Third Floor 136 50011579Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC ROOF SLAB)Ground Floor 137 First Floor 138 Second Floor 139 Third Floor 140 Forth Floor 141 50011592Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,<(>,<)> including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC COLUMNS)Ground Floor 142 First Floor 143 Second Floor 144 Third Floor 145 Forth Floor 146 50011604Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC SILL BAND)First Floor 147 Second Floor 148 Third Floor 149 50011616Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,<(>,<)> including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability. Without cost of reinforcement(FOR COLUMN FOOTING)Ground Floor 150 50011628Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR LINTEL BEAM).Ground Floor 151 First Floor 152 Second Floor 153 Third Floor 154 50011640Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability. Without cost of reinforcement(FOR RCC CHHAJA & SHELVES).Ground Floor 155 First Floor 156 Second Floor 157 Third Floor 158 Forth Floor 159 50011652Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC STAIRCASE).Ground Floor 160 First Floor 161 Second Floor 162 Third Floor 163 50011664Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work,<(>,<)> including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR TIE BEAM).Ground Floor 164 50011676Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability. Without cost of reinforcement(FOR RCC FLOOR BEAMS).Ground Floor 165 First Floor 166 Second Floor 167 Third Floor 168 Forth Floor 169 50011688Providing and laying in position R.C.C. M-25 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix, having continuous agitated mixer, mix design of specified grade for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismentalling then after casting at all depth and height, cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability.Without cost of reinforcement (FOR RCC FINS).Ground Floor 170 First Floor 171 Second Floor 172 Third Floor 173 50015685Supplying. fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc. complete.First Floor 174 Second Floor 175 Third Floor 176 50015997Priming one coat with any approved primer on new work to give an even shade including scaffolding and cleaning the surface before application etc.complete.(FOR INSIDE)Ground Floor 177 First Floor 178 Second Floor 179 Third Floor 180 Forth Floor 181 10000556Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination drilling rigs (1200cfm/300psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories,tools and plant and consumables etc for lowering of 200mm dia PVC pipes for housing fitted with socket and with or without well screen as per tenecessity for soft,medium,hard and boulder formation (PVC casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and with drawing after completion of the tube well).(Icluding both LABOUR FOR DRILLING 200MM DIA UPTO 30 MTR. & LABOUR FOR DRILLING 150MM DIA FROM 30 MTR TO 150 MTR including all.) CONSIDER FOR 150 MTR DEPTH.Ground Floor 182 10000564Lowering 200mm dia. PVC pipes with or without slotted pipes as per the necessity from ground level with fitting and fixing the same in a perfectly vertical position. This includes cutting, threading pipes/slotted pipes with providing and fixing of required jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells so as to prevent entry of foreign materials from above. (FOR HAMMER DRILLING RIG/ COMBINITION DRILLING RIG).Ground Floor 183 10000570Cleaning and developing 200mm dia. tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour .(FOR HAMMER DRILLING RIG/ COMBINITION DRILLING RIG).Ground Floor 184 10000583Supplying and fixing of control panel board with all accessories. (UPTO 3HP SINGLE PHASE) Make: KSBGround Floor 185 10000588Supplying and fixing of HDPE Pipes 32/40 mm (High Density Polyethylene pipes having inner dia. 32mm and outer dia. 40mm) 6Kg/Sq. cm With IS specification.(32MM NOMINAL BORE SIZE). Make Finolex/Oriplast/Supreme.Ground Floor 186 10000594Supplying and fixing of PVC coated steel rope including cost of material, labour etc. complete. Make-Mahdev/AerolexGround Floor 187 10000596Supplying and fixing of Finolex/L&T/Cable 4 Sq. mm (3core copper wire flat cable with PVC insulation).Ground Floor 188 10000600Supplying and fixing of accessories like Nipple, Bore cover, MS clamp, Nut Bolt, Stainless steel nipple, Short piece, GI bend, Socket etc. complete.Ground Floor 189 10000602Installation charges pump set with all accessories including transportation etc.Ground Floor 190 10001184Supplying of 200mm inner dia. PVC casing pipe for deep bore well CD (deep well casing) type basing on IS-12818-2010, wall thick ness 13mm to 14.8mm with One end of the pipe is male-threaded whereas the other end is a female-threaded socket. Threads are either V-type or trapezoid-type, and protection caps are provided on the threads to protect the threads in transit. With pressure ratings ranging from 7.5 to 20 bar (PN). Make: ORIPLAST/SUPREME/FINOLEXGround Floor 191 10001190Supplying Submersible Pump Set with the cost of Motor of following model including cost of transportation charges.1.5HP, Single phase,32D,19 Stage (head 50-129m). Make: KSB(2C/21).Ground Floor 192 40000946Recessed wiring to Angle Holder Point ( MODULAR)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havells/V guard/KEI) Make-switch /Angle holder-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 193 40000949Recessed wiring to Tube Light Point ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havels/ V guard/KEI)(Make-switch/ceiling rose-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 194 40000952Recessed wiring to Calling Bell Point ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V modular bell push ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havels/ V guard/KEI)(Make-bell push switch-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 195 40000958Recessed wiring to Television Point (Modular)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection. ( Make of wire Finolex / Anchor / Havels/ V guard/KEI)(Make-switch/TV socket-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK).Ground Floor 196 40000970Recessed wiring to Ceiling Fan Point ( MODULAR)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/ceiling rose-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 197 40000973Recessed wiring to Exhaust fan Point ( MODULAR)with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V modular type switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/ceiling rose-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 198 40000976Recessed wiring to Security Light Point ( MODULAR)(1X36WT) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq. mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/HPL/KEI) Make-switch-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 199 40000979Recessed wiring to Security Light Point ( MODULAR) (4X24WT) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 15 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection . (Make of wire Finolex / Anchor / Havels/ V guard/HPL/KEI) Make-switch-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 200 40000982Point wiring for 5/ 6 amp socket outlet ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor ISI marked in recess 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V modular type switch & socket , phenolic laminated sheet suitable size ISI marked MS Box & earthing Point with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor for loop earthing etc . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/Socket-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 201 40000988Point wiring for 15/16 amp socket outlet ( MODULAR) with 4.0sq.mm FR PVC insulated single core multistrand copper conductor ISI marked in recess 20 mm dia non metalic PVC flexible conduit with 15/16 Amp, 250 V modular type switch & socket , phenolic laminated sheet suitable size ISI marked MS Box & earthing Point with 1 x 1.5 sq.mm FR PVC insulated single core multistrand copper conductor for loop earthing etc . (Make of wire Finolex / Anchor / Havels/ V guard/KEI) Make-switch/Socket-Legrand /Wipro-North West /Anchor-Panasonic/ havells)(Make of PVC pipe-AKG/NORPACK)Ground Floor 202 40001000Recessed wiring to submain in 2 x 2.5 sqmm FR PVC insulated single core multistarnd copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick along with 1 x 1.5 sqmm FR PVC insulated single core multistrand copper conductor as earth wire as required (Make of wire Finolex / Anchor / Havells/ V guard/KEI) CSR SL .No- 1.8.2)(Make of PVC pipe-AKG/NORPACK)Ground Floor 203 40001003Recessed wiring to submain in 2 x 4 sqmm FR PVC insulated single core multistarnd copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick along with 1 x 1.5 sqmm FR PVC insulated single core multistrand copper conductor as earth wire as required (Make of wire Finolex / Anchor / Havells/ V guard/KEI) CSR SL .No- 1.8.3)(Make of PVC pipe-AKG/NORPACK)Ground Floor 204 40001006Recessed wiring to submain in 2 x 6 sqmm FR PVC insulated single core multistarnd copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick along with 1 x 2.5 sqmm FR PVC insulated single core multistrand copper conductor as earth wire as required (Make of wire Finolex / Anchor / Havells/ V guard/KEI) CSR SL .No- 1.8.4)(Make of PVC pipe-AKG/NORPACK)Ground Floor 205 40001126providing and fixing 8 SWG(4mm)dia copper wire on surface or in recess for loop earthing as required (sl no-3.18)Ground Floor 206 40001129Supplying and fixing of 6X4 16/18 swg,2 deep G.I box of following size on surface / recesss with suitable size of 3mm thick phenolic laminated sheet cover in front including cutting the wall and making good the same case of recessed conduit as required.(csr s l.no-1.24.5)(Make-National / Royalam)Ground Floor 207 40001132Supplying and fixing of 8X6 16/18 swg,2 deep G.I box of following size on surface / recesss with suitable size of 3mm thick phenolic laminated sheet cover in front including cutting the wall and making good the same case of recessed conduit as required.(csr s l.no-1.24.5)(Make-(National / Royalam)Ground Floor 208 40001135Supplying and fixing of 8X10 16/18 swg,2 deep G.I box of following size on surface / recesss with suitable size of 3mm thick phenolic laminated sheet cover in front including cutting the wall and making good the same case of recessed conduit as required.(csr sl.no-1.24.5)(Make-(National / Royalam)Ground Floor 209 40001141Supplying and fixing of two modular GI Box 18 swg with Modular base & cover for 2 module (Sl. No- 1301,1421)(Make-switch/Socke t-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 210 40001145Supplying and fixing of 4 modular GI Box 18 swg with Modular base & cover for 4 module (Sl. No- 1301,1421)(Make-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 211 40001151Supplying and fixing of 8 modular GI Box 18 swg with Modular base & cover for 8 module (Sl. No- 1301,1421)(Make-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 212 40001154Supplying and fixing of 12 modular GI Box 18 swg with Modular base & cover for 12 module (Sl. No- 1301,1421)(Make-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 213 40001157Supply and Fixing of 32 amp. DPMCB – 01 no wth 32 amp. 240 volt cutout – 02 nos with copper bus bar & indicator etc.including all accessories and connections . [Make-(a) MCB/MCCB- Legrand/L &T/ABB/SCHNEIDER(b)- Voltmeter, Ammeter-AE/CAPPA (c) ALL OTHER ACCESSORIES ISI MARK]Ground Floor 214 40001160Supply and fixing of 63AMP DPMCB-1NO ,63 AMP .240V CUTOUT-2NOS METER SPACE WITH LOCKING ARRANGEMENT,METER CUT OUT,COPPER BUS BAR & INDICATOR including all accessories and connections. [Make-(a) MCB/MCCB- Legrand/L&T/ABB/SCHNIDER(b)- Voltmeter, Ammeter-AE/CAPPA (c) ALL OTHER ACCESSORIES ISI MARK]Ground Floor 215 40001172Supply of U-type fan hook(Make-TATA)Ground Floor 216 40001190Supplying and fixing of Call Bell/buzzer ISI marked suitable for DC/AC single phase 230 volts complete as required (CSR sl no-1.30)Ground Floor 217 40001193Blanking Plate(Make-Legrand /Wipro-NorthWest /Anchor-Panasonic/ havells)Ground Floor 218 40001234supply of Stepped type modular fan regulator.(Make-Regulator-Legrand/Wipro/ Anchor-Panasonic/ havells)Ground Floor 219 40001237Supply and fixing of 4 way , single Door MCB Box with 1 No 32 Amp. DP MCB & 2 Nos of 20 Amp. SPMCB with sheet steel encloser , distribution board, on surface/ recess, complete with tinned copper bus bar , neutral bus bar, earth bar, din bar , detachable gland plate, interconnection , phosphate and power painted including earthing etc as required.( Sl. No- 2.3.,2.7, )Make-MCB-(Legrand/L &T/ABB/SCHNIDER/ANCHOR-PANASONIC)Ground Floor 220 40001307Supply and fixing of 12 way , Double Door MCB Box with 1 No 32 Amp. DP MCB & 10 Nos of 20 Amp. SPMCB with sheet steel encloser , distribution board, on surface/ recess, complete with tinned copper bus bar , neutral bus bar, earth bar, din bar , detachable gland plate, interconnection , phosphate and power painted including earthing etc as required.Make-MCB-(Legrand/L&T/ABB/SCHNIDER/ANCHOR-PANASONIC)Ground Floor 221 40001316Supply and fixing of 1 phase tested energy meter as per norms of Electrical distribution company. (Make- Secure/ Palmohan/ L&T / Visiontake/Genus)Ground Floor 222 40001322Deposit of service connection charges with Distribution companyGround Floor 223 40001325Supply and fixing of 3/4 MS Bend Pipe including all acessories and connections to be fixed at each quarters for inserting service wire to energy meter.Ground Floor 224 40001833Supply and fixing of 6 sqmm service wire along with G.I wire for support of service wire including all acessories and connections.( Make-Joshi/Multicab)Ground Floor 225 40001876Supply and fixing of 16 Amp top(for inverter installation) with all accessories and conncetion(Make-Legrand/wipro/Anchor-Panasonic)Ground Floor 226 40001879Recessed wiring in 1X1.5sqmm (For inverter)/DG wiring )FR PVC insulated single core multistrand copper conducter of ISI marked confirming to IS-694/1990 in 20 mm dia non metalic heavy duty flexible conduit 1.6 mm thick as per direction of Engineer in charge(Make of wire Finolex/Anchor/Havells/V guard)(Make of PVC pipe-AKG/NORPACK)Ground Floor 227 40002179Recessed wiring to Surface Light Point ( MODULAR) with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non metalic PVC flexible conduit with 5 Amp, 250 V one way modular switch ISI marked and ceiling rose ISI marked mounted on MS Box having front bakelight cover of suitable size, MS Box with 1.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection .( Make of wire Finolex / L &T / Anchor / Havells/ V guard)Make-switch /-Legrand /Wipro /Anchor /havells /Panasonic)Ground Floor 228 40008126Supply and fixing of 250 mm sweep air ventilating fan with Louvers (PVC BODY) fan with connecting wire and all accessories including fixing and connections . [MAKE- USHA MODEL-CRISP AIR VX/CROMPTON MODEL-VENTILUS/HAVELLS/ANCHOR)Ground Floor 229 40008158Supply and fixing of 1200 mm BLDC (ISI mark 5 star rated)(28wt with aluminium blade)ceiling fan (without remote) with connecting wire and all accessories including hanging and connections .- [MAKE- USHA MODEL-TECHNIX/ CROMPTON MODEL-ENERGIA GROOVE /V-GUARD /HAVELLS MODEL-EFFICIENCIA NEO/ANCHOR-PANASONIC MODEL-PENTA TURBO)Ground Floor 230 40008291Supply and fixing of Earthing with GI earth pipe 3 meter long 40 mm dia Heavy Duty TATA make including accessories and providing masonary enclosure with cover plate having locking arrangement and water pipe etc with charcoal and salt as required.(Minimum 1.5 mtr distance from building & 3 mtr distance from earthing to earthing)Ground Floor 231 40010756Supply and fixing of 9 WT. LED Bulb installred at angle holder/ batten holder.(Make- PANASONIC (MODEL NO-PBUM01097)/HAVELLS(MODEL NO-ADORE).Ground Floor 232 40010758Supply and fixing of 4 FT 20 W LED Tube light fitting with lamp including fixing and connections (Make- PANASONIC(MODEL NO-PBTM012 07)/HAVELLS(MODEL NO-PHOTON ULTRA).Ground Floor 233 40011132Supply & fixing of 25 Wt. LED Street light fitting comprises of Pressure die cast Aluminium housing powder coated in silver grey and toughened glass, Surge Arrester 1 No & 100lum/wt, Protection IP66 with bulb,choke,cover,G.I bracket,clamp & nut bolt connecting wire all accessories (Make- PANASONIC(MODEL-PSTM27258)/HAVELLS(MODEL-ENDURA SUNDOWN30W)Ground Floor 234 40011134Supply & fixing of 45 Wt. LED Street light fitting comprises of Pressure die cast Aluminium housing powder coated in silver grey and toughened glass, Surge Arrester 1 No & 100lum/wt, Protection IP66 with bulb,choke,cover,G.I bracket,clamp & nut bolt connecting wire all accessories (Make-PANASONIC(MODEL-PSTM27458)/HAVELLS(MODEL-ENDURA SUNDOWN45W)Ground Floor 235 40011488Supply and fixing of surface mounted led 15 w square/round light with powder coated finished in white housing 1with lamp , choke, connecting wire, and all accessories and connections .(Make- PANASONIC(MODEL-PDLM36128)/HAVELLS(MODEL-ENDURA NEO)Ground Floor 236 10000002Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,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. For 20mm nominal outer dia pipesGround Floor 237 10000004Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,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. For 25mm nominal outer dia pipesGround Floor 238 10000006Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,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. For 40mm nominal outer dia pipesGround Floor 239 10000008Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,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. For 50mm nominal outer dia pipesGround Floor 240 10000174Laying in trenches unplasticised PVC pipes IS:4985-2000 and specials of the following outside diameter for all classes including jointing with supply of approved solvent cement by heat application method including testing as per specification complete. (Earth work in trenches to be measured and paid for separately). (160mm dia rigid UPVC pipe Class- 3 (0.60 mpa)).Ground Floor 241 10000176Laying in trenches unplasticised PVC pipes IS:4985-2000 and specials of the following outside diameter for all classes including jointing with supply of approved solvent cement by heat application method including testing as per specification complete. (Earth work in trenches to be measured and paid for separately). (110mm dia rigid UPVC pipe Class- 3 (0.60 mpa)).Ground Floor 242 10000294Laying in trenches OD PVC pipes and specials of the following outside diameter for all classes including jointing with supply of approved solvent cement by non-heat application method including testing as per specification complete. 110mm dia OD P.V.C SWR double socket pipes (ISI TYPE-A),Analysis is done as per AR-2013,SL NO-2.3.2 .Ground Floor 243 10000296Providing and fixing on wall face PVC SWR moulded fittings / accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .SINGLE JUNCTION WITH DOOR 110 mm P.V.C SWR TYPE. according to AR-2013 SL NO-3.3.3(V)Ground Floor 244 10000298Providing and fixing on wall face PVC SWR moulded fittings / accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .110MM DIA PLAIN BEND P.V.C SWR TYPEGround Floor 245 10000300Providing and fixing on wall face PVC SWR moulded fittings / accessories for unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .110mm dia bend with door P.V.C SWR TYPEGround Floor 246 10000304Fixing 110mm size ‘P’ trap (with horn or without horn) for water closet squatting pan including jointing the trap with pan in cement mortar (1:1) as per specification.110 MM DIA P.V.C SWR P-TRAPGround Floor 247 10000308Fixing floor traps of the following nominal diameter of outlet of self cleaning design with screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors all complete as per specification.110mm dia GULLY Trap P.V.C SWR TYPEGround Floor 248 10000310Providing and fixing on wall face PVC SWR moulded fittings / accessories for PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion .110 mm dia off set as per p.v.c swr type.Ground Floor 249 10000312Providing and fixing on wall face PVC SWR moulded fittings / accessories for PVC SWR pipes conforming to IS : 13592 Type A, including jointing with seal ring leaving 10 mm gap for thermal expansion.110 mm dia cowel P.V.C SWR TYPE.Ground Floor 250 10000318Fixing Wash Down Water Closet (European type W.C pan) with integral ‘S’ trap conforming to IS 2556 : Part 8-2004, to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar (1:1) etc all complete as per specification. ( With Seat and cover)Ground Floor 251 10000322Fixing wash basins with hole for pillar taps conforming to with Cast Iron or M S brackets painted white including cutting holes in walls and making good the damages etc all complete as per specification.Porcelain Counter Top Basin Oval shape(550X430) with Pillar cock for basin (C.P Pillar cock with Swinging spout),PVC inlet connection pipe ,Chromium Plated brass waste ,PVC waste pipe 32mm Dia,Chromium Plated brass trap including all as per the direction of the E.I.C.Ground Floor 252 10000332Providing and fixing Stainless Steel kitchen sink with C.I brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required.24X18X10 STEEL sink single bowl (parry ware) as per the direction of the E.I.C.Ground Floor 253 10000336Providing 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.As per the direction of the E.I.C .(10 litre capacity - colour)Ground Floor 254 10000346Fixing of C.P Screw-down TWO WAY Bib Cocks (Taps) polished bright conforming to with CP flange and CP extension piece of the following nominal sizes as per specification complete As per the direction of the E.I.C . (Delux Head& high quality).(15mm diameter C.P Two way bib cock)Ground Floor 255 10001088Cutting holes through existing brick work including making good the same in cement mortar (1:4) for taking GI/PVC pipes and fittings etc. all complete as per specification with 1:4 brick work in cement mortar (1:4) and 12mm thick cement plaster. For 250mm thick wall.Ground Floor 256 10001094Cutting holes in R.C.C floor and roofs up to 19cm thick for passing G.I/PVC pipes and fittings etc. and repairing the hole after insertion of pipes etc. with cement concrete (1:2:4) including finishing complete so as to make it leak proof. Details cost of 1 hole of average size 15cm X 15cm X 25cm.Ground Floor 257 10001096Cutting grooves in pucca floors and walls for taking GI/PVC pipes and making good the damages as per specification complete, with cement concrete (1:3:6) and 12mm cement plaster (1:3) along with Cement punning.Ground Floor 258 10001098Fixing floor traps of the following nominal diameter of outlet of self cleaning design with serewed down or hinged grating with or without vent arm complete includingcost of cutting and making good the walls and floors all complete as per specification. 110mm INLET & OUTLET FLOOR TRAP.make: ORIPLAST/SUPREME/FINOLEX 110mm Dia Inlet & Outlet floor trap PVC SWR type.Ground Floor 259 10001124Providing and fixing of 25mm dia. CPVC Full Way Valve/ Ball Valve conforming to the following nominal sizes with wheel as per specif ication complete . Make: ORIPLAST/SUPREME/FINOLEX. 25 mm dia. CPVC Full Way Valve / Ball Valve.Ground Floor 260 10001126Providing and fixing of 40mm dia. CPVC Full Way Valve/ Ball Valve conforming to the following nominal sizes with wheel as per specif ication complete . Make: ORIPLAST/SUPREME/FINOLEX. 40 mm dia. CPVC Full Way Valve / Ball Valve.Ground Floor 261 10001160Providing and fixing Rotational moulded polyethylene cylindrical vertical water storage tank 3layer wall conforming to IS : 12701--1996 including cutting holes through the tank and fixing, fittings CPVC tubes and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting up to a height of 5 metres above ground level and placing the tank to the required position etc. all complete as per specification. Make: SINTEX/SUPREME/ORIPLAST. Triple Layer Cylindrical Vertical water storage tanks.Ground Floor 262 10001162Extra over (item No 3.1.8 as per A.R 2013) for hoisting Rotational moulded polyethylene cylindrical vertical water storage tanks of the following size for every additional height of 5 metres or part there of installation on roof as per the requirement and site condition.Ground Floor 263 10001464Supplying,fitting & fixing of 15mm dia C.P.long body bib cock with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 264 10001466Supplying,fitting & fixing of 15mm dia C.P.angular stop cock with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 265 10001468Supplying,fitting & fixing of 15mm dia C.P concealed stop cock with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 266 10001470Supplying,fitting & fixing of CP Shower (Over Head) with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 267 10001472Supplying,fitting & fixing of CP Arm for Over head Shower with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 268 10001474Supplying,fitting & fixing of CP Health Foucet with 1.0 1 RM PVC Tube with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 269 10001476Supplying,fitting & fixing of C.P.soap holder/disc. with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 270 10001478Supplying,fitting & fixing of C.P. glass scif with glass with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 271 10001480Supplying,fitting & fixing of CP. towel rail.(600x20)mm with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 272 10001482Supplying,fitting & fixing of CP. towel ring. with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 273 10001484Supplying,fitting & fixing of Bevelled Edge Mirror with all fixtures complete as per the requirement at site (rates as per sor)Ground Floor 274 MIS-CVL-BRICKMASON 275 50000000Earth work in hard soil or gravelly soil within 50minitial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth.Ground Floor 276 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 277 50000008Providing and laying reinforced cement concret of M-20 grade with 20mm and down grade black hard grinite(crusher broken) stone chips including cost of all materials, labours T&P etc. Complete but excluding the cost of reinforcement. Ground Floor 278 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 279 5000001925mm. thick A.S. Flooring with cement concrete 1:2:4 including punning using 12mm. size hard granite chips including cost of all materials T & P etc complete. Ground Floor 280 5000002012mm thick cement plaster in cement mortar 1:6 (1cement:6sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 281 50001303Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Foundation & PlinthGround Floor 282 5000171912mm thick cement plaster 1:4 overbrick work with cement punning for skirting. including cost of labour, material, T&P etc. all complete.Ground Floor 283 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 284 MIS-CVL-INSPECTION 285 50000000Earth work in hard soil or gravelly soil within 50minitial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth.Ground Floor 286 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 287 50000008Providing and laying reinforced cement concret of M-20 grade with 20mm and down grade black hard grinite(crusher broken) stone chips including cost of all materials, labours T&P etc. Complete but excluding the cost of reinforcement. Ground Floor 288 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 289 5000002216mm thick cement plaster in cement mortar 1:6 (1 cement:6 sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 290 50001303Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Foundation & PlinthGround Floor 291 5000171912mm thick cement plaster 1:4 overbrick work with cement punning for skirting. including cost of labour, material, T&P etc. all complete.Ground Floor 292 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 293 MIS-CVL-PAVERROAD 294 50000000Earth work in hard soil or gravelly soil within 50minitial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth.Ground Floor 295 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 296 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 297 50010396Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR COLUMN FOOTING)Ground Floor 298 50011883Construction of Granular Sub-Base (Gr-IV) by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401of MoRT&H specifications for Road & Bridge Works (4th Revision). Vide AR-2006, Page-160,Item-39 .Ground Floor 299 50015702Supplying and fixing of 60mm thick cement concrete interlocking paver block of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC.Ground Floor 300 MIS-CVL-SEPTICTANK 301 50000000Earth work in hard soil or gravelly soil within 50minitial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth.Ground Floor 302 50000003Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curing, shuttering etc. complete at all depth and height.Ground Floor 303 50000017Supplying of filling sand in foundation and plinth including watering, ramming, consolidating and dressing, labours, tools all complete.Ground Floor 304 500000184 thick dry brick rammed khoa well watered and fully consolidated complete,including cost of all materials as per direction of Engineer-in-charge. Ground Floor 305 5000001925mm. thick A.S. Flooring with cement concrete 1:2:4 including punning using 12mm. size hard granite chips including cost of all materials T & P etc complete. Ground Floor 306 5000002216mm thick cement plaster in cement mortar 1:6 (1 cement:6 sand) including necessary scaffolding curing etc. all complete at all depth and height.Ground Floor 307 50001305Fly Ash brick masonary in cement mortar 1:6:(1 cement:6 sand) using Fly Ash bricks of 23cm x 11cm x 8cm having crushing strength not less than 75kg./Cm2 per sqcm with dimentional tolerance +/- 2% including watering, curing and cost, conveyance, royalty of all materials & cost of labour etc complete. In Superstructure.Ground Floor 308 5000171912mm thick cement plaster 1:4 overbrick work with cement punning for skirting. including cost of labour, material, T&P etc. all complete.Ground Floor 309 50001839Fly Ash brick masonary work in cement mortar 1:4 (1 cement : 4 sand) using fly ash bricks of 23cm X 11cm X 8cm having crushing strength not less than 35kg per sqcm with dimensional tolerance +/-2% including watering,curing and cost,conveyance,royality of all m aterials and cost of labour etc complete.As per the direction of the E.I.C.Ground Floor 310 50010360Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR RCC ROOF SLAB)Ground Floor 311 50010420Providing and laying in position R.C.C. M-20 grade concrete using 20 mm nominal size HBG down graded chips for reinforced cement concrete work using cement content as per approved design mix specified for reinforced cement concrete work, including the cost of Rigid and smooth centering and shuttering using ply, levelled works and dismantling the same after casting at all depth and height. (Excluding cost of reinforcement). (FOR RCC CHHAJA and SHELVES)Ground Floor 312 50010470Cutting, bending, binding and placing in position of reinforcement steel for R.C.C. work including the cost of 16 S.W.G. binding wire, steel, labour tools etc. Steel Brand:-SAIL/VIZAG/TATA TISCON/RINL/JINDAL STEEL(PANTHER)/Shyam Steel.Ground Floor 313 MIS-INE-LIGHTNINGP 314 40002086Air-Terminal Supply, Installation, Testing & Commissioning of Early Streamer Emission (ESE-30))type Lightning Air Terminal. Supporting Mast The mounting pole used to support the lightning air terminal shall be minimum length of 05 Mtr. , non corrosive and made up of medium class GI / SS pipe of 1.5″ diameter having base plate at bottom for securely fixing the mast on roof top. The mounting pole and supports shall be securely fixed with the brackets and PVC insulated metallic guy wires to withstand the maximum wind velocity of that area. Protection Radius :- 48 Mtr Make :- ABB / STROMKING All the work should be carried out as per the specified specifications and instruction of the Engineer-in-Charge.Ground Floor 315 40002089Lightning Strike Counter Supply, Installation, Testing & Commissioning of non-electronic & non-resettable (Not require any external power supply) type lightning strike counter to count the lightning stroke having display with IP-67 enclosure including all accessories and connection..(6/7 digit) Make :- ABB / STROMKING All the work should be carried out as per the specified specifications and instruction of the Engineer-in-Charge. Engineer-in-Charge.Ground Floor 316 40002095Supply, Installation, Testing & Commissioning of maintenance free chemical earthing having enhancing chemical compound with 3 Mtr. Long copper bonded steel rod and suitable termination clamp including all accessories. Make :- ABB / STAR-X / UNIVERSAL All the work should be carried out as per the specified specifications and instruction of the Engineer-in-Charge.Ground Floor 317 40002720Supply and laying of 70sqmm single core FR PVC insulated unseathed copper conductor for voltage grade 1100 volt as per IS-694 in sur face/underground as required(sl no-5.5.2)(Make-KEI/FINOLEX/HAVELLS)Ground Floor 318 a) APPROVED MAKE /BRAND FOR CEMENT : ULTRATECH, NUVOCO, ACC, JSW (PSC), RAMCO(PSC), DALMIA(PSC), SAGAR(PSC) 319 APPROVED MAKE / BRANDS ARE TO BE UTILISED STRICTLY DURING EXECUTION OF ABOVE RELATED ITEMS OF WORK 320 CESS Please Enable Macros to View BoQ information
Contract Date: Feb 17, 2026 Contract Value : 1.71 Crore
Government Departments No of Bidders 1
47.
Defence #9578160 AOC
Tender For Provision Of Otm Accommodation (Phase -I) At Bagrakote Under Ge Sevoke; 1 BUILDINGS & STRUCTURE (Sch A PART-I) 2 Lump sum price worked out by the Contractor for “BUILDINGS & STRUCTURE”as listed in Schedule ‘A’ Part-I.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 36,31,20,000.00 inserted by the MES in Schedule ‘A’ Part-I. 3 EARTHWORK, SITE CLEARANCE AND SITE DEVELOPMENT (Sch A PART-II) 4 Lump sum price worked out by the Contractor for “EARTHWORK, SITE CLEARANCE AND SITE DEVELOPMENT”as listed in Schedule ‘A’ Part-II.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 52,49,260.89 inserted by the MES in Schedule ‘A’ Part-II. 5 INTERNAL WATER SUPPLY (Sch A PART-III) 6 Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY”as listed in Schedule ‘A’ Part-III.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 46,308.98inserted by the MES in Schedule ‘A’ Part-III. 7 INTERNAL ELECTRIFICATION (Sch A PART-IV) 8 Lump sum price worked out by the Contractor for “(INTERNAL ELECTRIFICATION)”as listed in Schedule ‘A’ Part-IV.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 96,32,540.67 inserted by the MES in Schedule ‘A’ Part-IV. 9 ROAD, PATH & CULVERT (Sch A PART-V) 10 Lump sum price worked out by the Contractor for “ROAD, PATH & CULVERT)”as listed in Schedule ‘A’ Part-V.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 86,86,643.57 inserted by the MES in Schedule ‘A’ Part-V. 11 SEWAGE DISPOSAL (Sch A PART-VI) 12 Lump sum price worked out by the Contractor for “SEWAGE DISPOSAL”as listed in Schedule ‘A’ Part-VI.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 23,70,861.02inserted by the MES in Schedule ‘A’ Part-VI. 13 AREA DRAINAGE(Sch A Part-VII) 14 Lump sum price worked out by the Contractor for “(AREA DRAINAGE)”as listed in Schedule ‘A’ Part-VII.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 64,06,702.01 inserted by the MES in Schedule ‘A’ Part-VII. 15 CHAIN LINK FENCING AND GATE (Sch A PART-VIII) 16 Lump sum price worked out by the Contractor for “(CHAIN LINK FENCING AND GATE )”as listed in Schedule ‘A’ Part-VIII.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 16,99,635.84 inserted by the MES in Schedule ‘A’ Part-VIII. 17 EXTERNAL WATER SUPPLY (Sch A PART-IX) 18 Lump sum price worked out by the Contractor for “EXTERNAL WATER SUPPLY”as listed in Schedule ‘A’ Part-IX.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 4,04,432.28inserted by the MES in Schedule ‘A’ Part-IX. 19 EXTERNAL ELECTRIFICATION (Sch A PART-X) 20 Lump sum price worked out by the Contractor for “(EXTERNAL ELECTRIFICATION)”as listed in Schedule ‘A’ Part-X.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 66,58,717.06 inserted by the MES in Schedule ‘A’ Part-X. 21 FIRE FIGHTING & FIRE ALARM SYSTEM (Sch A PART-XI) 22 Lump sum price worked out by the Contractor for “FIRE FIGHTING & FIRE ALARM SYSTEM”as listed in Schedule ‘A’ Part-XI.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 32,30,010.00inserted by the MES in Schedule ‘A’ Part-XI. 23 HOT WATER SUPPLY (Sch A PART-XII) 24 Lump sum price worked out by the Contractor for “HOT WATER SUPPLY”as listed in Schedule ‘A’ Part-XII.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 6,63,253.28 inserted by the MES in Schedule ‘A’ Part-XII. 25 LIGHTNING PROTECTION (Sch A PART-XIII) 26 Lump sum price worked out by the Contractor for “LIGHTNING PROTECTION”as listed in Schedule ‘A’ Part-XIII.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 29,821.10 inserted by the MES in Schedule ‘A’ Part-XIII. 27 COOLING APPLIANCES (Sch A PART-XIV) 28 Lump sum price worked out by the Contractor for “COOLING APPLIANCES”as listed in Schedule ‘A’ Part-XIV.Representing ** ___ % ______ percent *Above / Below the lump sum price ofRs. 4,24,714.16 inserted by the MES in Schedule ‘A’ Part-XIV. 29 DEMOLITION & DISMANTLING (Sch A PART-XV) 30 Lump sum price worked out by the Contractor for “DEMOLITION & DISMANTLING”as listed in Schedule ‘A’ Part-XV.Representing ** ___ % ______ percent *Above / Below the lump sum price of Rs. 12,25,480.08 inserted by the MES in Schedule ‘A’ Part-XV. 31 MISCELLANEOUS ITEMS REQUIRED FOR B/R & E/M SERVICES (Sch A Part-XVI) 32 INTERNAL WATER SUPPLYS&F ofGun-metal, globe or gate valve, 65 mm bore of pipe, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed. 33 S&F ofGun-metal, globe or gate valves, 80 mm bore of pipe, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed. 34 S&F 15 mmbore brass CP mixer for hot & cold water screwed down for iron / CPVC pipe and fixed (3-in-1) complete all as specified and directed. 35 S&F 15 mm bore fancy type, chromium plated basin inlet connection (angle valve), cast copper alloy, screwed down, high pressure, screwed both ends for iron / CPVC pipe for unions and fixed complete all as specified and directed. 36 S&F two way bib cock with wall flange chromium plated with crutch or butterfly handle screwed down screwed for iron / CPVC pipe 15 mm borecomplete all as specified and directed. 37 S&F health faucet with stainless steeltube and wall hook suitable for 15 mm dia pipe with 1 meter long flexible tube including making connections and fixed in pipe etccomplete all as specified and directed. 38 INTERNAL ELECTRIFICATIONS & F modular type 3 pin 20 A socket with SP MCB, conforming to IS 1293: 2005 complete all as specified in IS 732: 2019 and directed.(AC& GYSER POINT) 39 S & F MCB 25A, 230 V, 50 Hz, 2P MCB (C curve) conforming to IS/IEC 60898-1-2002, having breaking capacity Icn = 10 kA, sliding bottom clamp, colour coded on/off indication on dolly, bi-connect IP 20 protected lower terminals and sliding shutters, etc. complete all as specified in IS 732: 2019 and directed. 40 All as per Srl Item No. 16.08 here-in-above but for 16A, 230 V, 50 Hz, 2P MCB (C curve) complete all as specified and directed. 41 S&F load line distribution board TPN vertical, 6 way double door type, fixed on wall semi flush with incoming MCCB 4 poles and, busbars , neutral link, blanking plates complete with all accessories all as specified and as directed. NOTE : Outgoing MCBs shall be measured and paid separately. 42 S & F of 125A, 4 pole moulded case circuit breaker (MCCB) with thermal magnetic trip unit (TMD), compression lug connectors, protection against overloads (Ir adjustable from 0.7- 1 X In), protection against short circuits (Isd adjustable from 5- 10 X Ir), inbuilt encapsulated double break roto active type instanteneous protection, earth fault leakage protection, etc. having Ics = 100% = Icu = 16 kA as per IEC 60947-2 and suitable for 3-Phase, 415 V, 50 Hz electric supply complete all as specified and directed. 43 S & F 40 W surface / wall mountedLED batten capable of delivering minimum 2000 lumen, having PC diffuser, luminous efficacy of > 90 lumen/W, CRI > 80, PF > 0.9, CCT 6500K,independent isolated SMPS based constant current electronic LED driver with THD < 20%, surge voltage protection and other safety tests as per IS 15885 (Part-2/Sec-13): 2012, polycarbonate diffuser, housed in powder coated white extruded aluminium channel housing. white coloured ABS end caps, IP 20 protection, input voltage range 140- 270 V, input frequency 50- 60 Hz, including electrical connection with 3 core flexible Cu conductor cable of appropriate size from ceiling rose to the fixture complete all as specified and directed. 44 S & F 9W LED Study light having Luminous efficacy of > 100, input voltage range 140-270 V, input frequency 50-60 Hz complete all as specified and directed. 45 S & F surface mound Flame proof LED Batten, 20W, CRI > 70, suitable for Hazardous area group IIA and IIB and zone 1 & 2, IP 65 Protection with 100 lumens/watt with Die Cast Aluminium Housing, THD < 15% complete all as specified and directed. 46 SEWAGE DISPOSALConstruction of Septic tank (for 10 Users) conventional type, designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, Brick wall RCC M-25 in Roof Slabetc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.30 meter complete all as shown on TD drawings No CESZ/2019/TD-115 Sheets 1/4 to 4/4 and directed.NOTE : Necessary Earthwork shall be included in the quoted rate. 47 Construction of Soakage wells excavation, in any type of soil, walls of honey combed masonry, RCC cover slab in M25, bat filling interconnecting pipes of DWC complete filled with brick bats of size 1.20 M dia X 3.00 M effective depth complete all as shown on TD drawings No SZ/TD-14 Sheets 1/1 and directed.NOTE : Necessary Earthwork shall be included in the quoted rate. 48 M&L for 200 mm (inner dia) DWCPE (SN-8) pipe as per IS:16098 (Part-I) with all fittings and laid in trenches and jointed complete all as specified and directed. 49 EXTERNAL WATER SUPPLYSupply, laying and testing of 150 mm bore ductile iron pressure pipe socket and spigot end, class K-7, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating laid in trenches etc complete all as specified and directed. 50 Supply, laying and testing of 100 mm bore ductile iron pressure pipe socket and spigot end, class K-9, confirming to IS-8329/2000 blast furnace slag cement with portland cement properties suitable for push - on- joint with inside cement mortar lining, internal metallic zinc coationg and external black bitumen coating laid in trenches etc complete all as specified and directed. 51 M&L for construction of brick masonary valves pit of internal dimensions 900mm x 900 mm x 900 mm complete and fabrication of 3.0 mm thick MS Sheet cover and angle iron frame made out of 40mm x 40mm x 6 mm MS angle iron and one side provided with hinge with locking arrangement & duly painted with two coats of black bituminous paint over a coat of red oxide primer including necessary earth work and PCC work complete all as shown TD Drawing all as specified and directed. 52 S& F Cast Iron Air Valves with single air Outlets, conforming to IS 14845 of size 50 mm dia bore and fixing up in Water supply mains of size 150 mm dia complete all as specified and directed. 53 Supply and fix valve, reflux with by pass arrangement 150 mm (6) dia complete all as specified and as directed. 54 M & L for Trial bore of 200 mm dia below ground level in any kind of soil strata including hard stone/ boulder by deploying direct/reverse or universal method to achieve desired depth including cost of consumable stores like fuel,lubricants, bentonite mud, material and transportation of machinery etc., complete all as specified and as directed..NOTE : -(a) Erection and dismantling of boring plant including all arrangement for the transportation of boring equipment to site of work from the store of contractor at site and back are to be made by contractor at his own cost. All rates should be quoted for supplying the material at site of work.Pits for collection of water and water for drilling tubewell will be arranged by the firm/contractor at site his own cost.(b) Borewell to be done subject to permission by CGWB. 55 M & L for electro logging for identification of aquafier zone with report enterpretation, including fabrication of strata chart in wooden glass frame and strata box of size 1000x600x100mm made by woodshisham and 3mm glass in front of box for display in pump house complete all as specified and directed. 56 Reaming up to 350 mm dia for depth upto 60 mtr from ground level complete all as specified and directed. 57 Reaming up to 300 mm dia for depth from 60mtr from ground level to 110 mtr complete all as specified and directed. 58 S & F of including lowering in borewell ERW/ MS casing pipe electric resistant welded pipe with socket confirming to IS:3589 of 250mm dia and thickness 8mm including two coats of anti corrosive bituminous paint of approved brand complete all as specified and directed. 59 S & F of including lowering in borewell ERW/ MS casing pipe electric resistant welded pipe with socket confirming to IS:3589 of 200mm dia and thickness 8mm including two coats of anti corrosive bituminous paint of approved brand complete all as specified and directed. 60 All as per Srl Item No. 16.41 here-in-above but slotted pipe as per IS: 8110 strainer complete all as specified and directed. 61 S & F of end cap of for 200mm dia MS pipe, complete all as specified and directed. 62 S & F of MS reducer socket of 250x200 mm dia to be fabricated out of 12 mm sheet plate with the housing pipe of 250 mm dia for fixing 250 mm dia MS pipe to 200 mm dia MS pipe, complete all as specified and directed. 63 S & F of well cap of for 250mm dia MS pipe complete all as specified and directed. 64 S & F of clamp of size 150mmx10mm of length 1.5mtr including MS nut bolts of 10mm dia and washer etc for supporting casing pipe complete all as specified and directed. 65 S & F of clamp of size 150mmx10mm of length 1.0 mtr including MS nut bolts of 10mm dia with washer etc for supporting column pipe complete all as specified and directed. 66 S & F Steel wire rope, PVC insulated of size 10 mm dia of suitable size/ length as directed with clamps, nuts & boltsand washers etc for holdingcolumn pipes/GI pipes of submersible pump set, complete all as specified and directed. 67 S & F of cage fabricated from strips of size 25x4suitable for protection of submerssible pump set with two coat of anti corrosive black bituminous paint, complete all as specified and directed. 68 S & F of flat submersible cable 3 coremulti stranded copper conductor of size 6 sqmm ISI marked, complete all as specified and directed. 69 Supply and filling pebels of size 6 to 10mm around the casing pipe of borewell including all lead and lifts free from dust dirt or vegetation manure, complete all as specified and directed. 70 Development of tube well with compressed air and after with 25% extra capacity pump by pumping muddy water of borewell using air compressor of 350psi , 600cfm pressure for required number of hours including fuel etc.,complete all as specified and directed. 71 Conducting following tests for the bore well to determine safe water pumping from government approved laboratory including submitting the report to the department, complete all as specified and directed :-(i) Yield Test(ii) bacteriological Test(iii) chemical test (systematic analysis) 72 S & F of FASD submerssible motor panel starter of capacity 7.5 HPincl overload,single phasing prevention, complete all as specified and directed. 73 Design, supply, installation, testing and commissioning Iron Removal/ water treatment Plant of capacity 40 Cum/Hr (8000 GPH) complete to achive the permissible parameters of of treated waterconsisting of 01 set multi grade filter, 01 set Oxidation Chamber, 01 Set of Chemical Dosing System for Soda Ash, 01 Set ofChemical Dosing System for Sodium Hypo-chloride. The plant incld allinterconnecting piping valves & other accessories incld necessary internal cabling, termination support stays, clamps, inlet & outlet pipe connection for filtration and back wash etc confirming to relevant IS, foundationworks as per OEM. The plant to be painted with 2 coats of non-toxic anti-corrossive epoxy paint (suitable for drinking water quality) inside and 2 coats of synthetic enamel over a coat of red oxide primer complete comprising of the followings :- Item Continued as 16.43 to 16.46 74 (a)Oxidation Chamber, vertical cylindrical type, fabricated vessel of suitable size as per IS-2062, incld pipe line 100 mm dia, butterfly valve of suitable size incld 2 nos. pressure gauge ,sampling cocks filled with Oxidation Chamber. Theshell thickness shall be of 6 mm and dished end having 6mm and bed plate under drain collecting system will be strainer on bed plate. Diameter of vessel shall be - 900MM and Height on Straight - 750MM. (Necessary Civil work, foundation, PCC, RCC, excavation , returning and filling etc shall be deemed included in the quoted rate). - 01 Set 75 (b)Multi Grade Filter, vertical cylindrical type , MS fabricated vessel of suitable size as per IS-2062, incld pipeline 150 mm dia, butterfly valve of suitable size incld 2 nos. pressure gauge, sampling cocks filled with Sand media having 915 mm media depth. The shell thickness shall be of 6mm and dished end having 6mm with header and lateral collecting system. Multi Grade filter should have Epoxy paint from inside and outside red oxide paint. The shell shall also be provided with adequate size of air ventline with valve etc. Diameter of vesselof MGF shall be - 2000 MM and Height on Straight - 1875MM. (Necessary Civil work, foundation, PCC, RCC, excavation , returning and filling etc shall be deemed included in the quoted rate). - 01 Set 76 (c) Chemical Dosing System (CDS-4 with High Speed Agitator ) for Soda Ash at raw water collection tank with electromagnetic metering run on 220 V AC for 100% accurate dosing with all electrical connections with 200 ltrs PVC tank- 1 No. (Necessary Civil work, foundation, PCC, RCC, excavation , returning and filling etc shall be deemed included in the quoted rate).- 01 Set(d) Chemical Dosing System (CDS-4 with High Speed Agitator) for Sodium Hypo-chloride after iron Removal Plant with electromagnetic metering pump run on 220 V AC for 100% accuratedosing with all accessories with 200 ltrs PVC tank- 2 Nos. (Necessary Civil work, foundation, PCC, RCC, excavation , returning and filling etc shall be deemed included in the quoted rate).- 01 Set 77 Note :- (i)Minimum working pressure of the plant shall be- 2 Kgs/Sqcm Maximum working pressure of the plant shall be - 3.5Kgs/Sqcm(ii) Backwashing shall be 30 minutes at an interval of 8 hrs.(i) Contractor has to carry out necessary water testing and design of the plant accordingly. Chemical / bacteriogical test of water has to be recorded and submitted by the contractor before & after filteration. (ii)All necessary pipes, flange, fittings, valves for bypass pipe line connection, and inter connetion the plantdeemed to be included to the quoted rate. 78 Supply, installation, testing and commissioning multi stage submersible pump setwith bronze impeller, directly coupled with motor, suitable for 200/250 mm bore well water lubricated against minimum total head 45 meter and discharge min 600 LPM operated on AC 3 phase, voltage range 200V-440V, 50 Hz. The motor casing shall be of stainless steel, pump shaft/ motor shaft shall be of stainless steel, pump bowls shall be of high graded cast iron all as specified and directed. The pump and motor shall comply to all the requirements of relevant IS. NOTE :The pump size, i.e head and discharge mentioned is minimum required at site, however, the actual size shall be arrived after doing necessary yield test. 79 Supply,installation, testing and commissioning open well Submersible pump of capacity 10 HP,electric driven 415 V, TPand completeinclusive ofsubmersible cable and starter including dry run preventor and single phasing preventor complete all as specified and directed. 80 M&L for DI fittings for spigot and socket pipes of size 80 mm to 350 bore such as bends(any type,radius and angle) tapers any type (straight, bend, increasing,decreasing or double socket etc)Tee pieces single branch, Yjunction, double branch, cross(all sockets or socket and spigot) collars caps and plugs complete all as specified and directed. 81 FIRE FIGHTING & FIRE ALARM SYSTEMSupply, installation, testing, and commissioning of Fully automatic DOL starter, suitable for the booster pump, complete with contactors, push button, LED type indicators, auto/manual selector switch, overload protection, current sensing type single phase preventer complete with all accessories and wiring etc.with ncomplete all as specified and directed. 82 M & L for 2 core, 2.5 sqmm (for instrumentation)low smoke zero halogen (LS0H) flame retardant Fire alarm cable, conforming to BS 7629-1, BS 6387 & BS EN 50200 and rated for 500 V, drawn through concealed PVC conduit and having plain annealed stranded copper conductor with primary insulation of glass mica Fire resistant tape and secondary insulation of high performance silicone rubber, earth/drain wire of annealed tinned copper, electrostatic screen of aluminium fire barrier and type LTS3 outer sheath conforming to BS 7655, suitable for operating temperature range -30 ˚C to +70 ˚C and minimum bending radius being 6 times the overall cable diameter, RED in colour, including laying, termination and ferruling complete all as specified and directed. 83 M & L for 3 core, 2.5 sqmm (for auto start/stop panel)low smoke zero halogen (LS0H) flame retardant Fire alarm cable, conforming to BS 7629-1, BS 6387 & BS EN 50200 and rated for 500 V, drawn through concealed PVC conduit and having plain annealed stranded copper conductor with primary insulation of glass mica Fire resistant tape and secondary insulation of high performance silicone rubber, earth/drain wire of annealed tinned copper, electrostatic screen of aluminium fire barrier and type LTS3 outer sheath conforming to BS 7655, suitable for operating temperature range -30 ˚C to +70 ˚C and minimum bending radius being 6 times the overall cable diameter, RED in colour, including laying, termination and ferruling complete all as specified and directed. 84 S & F of orifice plate made out of 6 mm thick SS 304 with orifice of required size to be fitted between flange and landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete all as specified and directed. 85 S & F ofCL 150 # rated ball valve25 mm NB, designed & manufactured as per IS 9890: 1981 and tested as per BS 6755-1, having floating type three piece design, CS body, SS- 304 ball, PTFE seal / packing / gasket, CS fastners and lever and screwed / socket weld end connection, etc. with accessories complete all as specified and directed. 86 S & F ofCL 150 # rated ball valve80 mm NB, designed & manufactured as per IS 9890: 1981 and tested as per BS 6755-1, having floating type three piece design, CS body, SS- 304 ball, PTFE seal / packing / gasket, CS fastners and lever and screwed / socket weld end connection, etc. with accessories complete all as specified and directed. 87 M & L for FM approved and UL listed, PN 1.6 rated lever operated, wafer type CI butterfly valve, 100 mm NB, conforming to IS 13095: 1991,fitted with visual indicator & temper switch, having Cast iron (CI) body with ductile iron EPDM coated disc, SS431 stub shaft, PTFE bushing, flange drilling standard end connection conforming to IS: 1538- 1993 along with necessary accessories complete as specified and directed by the engineer-in-charge (for Zone control valve assembly). 88 M & L for FM approved and UL listed 25 mm NB compact 3 position ball valve with drain orifice (Test and drain valve) to test and drain water flow through sprinkler systems having OFF-TEST-DRAIN position, integral sight glass, rated pressure 300 psi, orifice size 15 mm and K factor 5.6, conforming to NFPA 13, along with necessary accessories complete as specified and directed. 89 S & F 6 kg capacity dry chemical powder (ABC) type fire extinguisher, conforming to IS 15683: 2006, with initial filling in brand new cylinder with powder coated finish, fitted in gunmetal union, high pressure CO2 gas cartridge, discharge hose, wall mounting bracket / floor trolley mounting accessories along with suitable signage, etc. complete all as specified and directed by the engineer-in-charge. NOTES: [i] Operating temperature :-300C to + 550C[ii] Performance criteria : Discharge time not less than 45 sec , throw not less than 4 meters[iii] Hydro test and burst pressure test : Shall pass hydro test pressure of 35 bars 2.5 minutes and with stand a burst pressure of 55 bar 90 S & F of the following type of signages made out of 3 mm thick opaque PVC foam board with computer cut, PVC non-reflective self adhesive vinyl painted foam board, complete with mirror fasteners as specified and directed:-Item Continued as 16.60 & 16.61 91 Sign of size 250 mm X 300 mm reading IN CASE OF FIRE, USE STAIRS UNLESS INSTRUCTED OTHERWISE in 12.5 mm block letters in red and white background, properly spaced to provide good legibility located directly above the call-button and squarely attached to the wall or partition in a way that the top of the sign is not above 2 m from the finished floor level. 92 Sign of size 150 mm X 600 mm, posted and maintained at each lift landing and on the side of the stairway door from which egress is to be made on every floor, indicating the lift / lift bank / stairway by an alphabetical letter in bold type and at 75 mm high letters in red and white background, securely attached to the side of the stairway door from which egress is to be made in a way that the bottom of the sign is not above 1.5 m from the finished floor level. 93 S & F Galvanised Iron Fire bucket 9 ltr Red in colourheavy duty all as specified and as directed 94 EXTERNAL ELECTRIFICATIONS & L 50 mm outside dia double corrugated pipe(DWC) ISI marked for enclosing cable below ground/road surface to a required depth including suitable size couplers for jointing of pipe all as per site requirement etc complete all as specified and directed. 95 S & L 75 mm outside dia double corrugated pipe(DWC) ISI marked for enclosing cable below ground/road surface to a required depth including suitable size couplers for jointing of pipe all as per site requirement etc complete all as specified and directed. 96 S & L 90 mm outside dia double corrugated pipe(DWC) ISI marked for enclosing cable below ground/road surface to a required depth including suitable size couplers for jointing of pipe all as per site requirement etc complete all as specified and directed. 97 Design, Manufacturing, Supply, Installation, Testing and Commissioning of 3 way 12 kV rated Ring Main Unit ofand LT Fault Level 21KA , consisiting of 630A12 kV rated , 1 nos load break switchesas incomers &2 nos motorized type VCB as outgoings with metering modules along with necessary Earth Switches,battery and battery charger for shunt trip arrangement andMotor and other auxiliary circuit operation, HT CopperBus bar as per detailed description as follows:- Item Continued as 16.67 to 16.74 98 RMU Construction: The switchgear and busbar shall all be contained in a stainless steel enclosure filled with SF6 at 0.3 bar (300 hPa) relative pressure to ensure the insulation and breaking functions. Sealed for life, the enclosure shall meet the sealed pressure system criterion in accordance with the IEC 62271-1 standard (§ 3.6.5.4): a volume for which no further gas processing is required during its entire expected life”. In addition, manufacturer shall confirm that maximum leakage rate is lower than 0,1 % / year. It shall provide full insulation, making the switchgear insensitive to the environment (temporary flooding, high humidity...), IP67 degrees of protection in accordance with recommendation IEC 60529 § 14.2.7. Thus assembled, the active parts of the switchgear shall be maintenance-free and the switchboard shall be low-maintenance. The switchboards drives shall have an IP2X protection index. The tank shall be made of at least 2mm unpainted stainless steel.SF6 gas is the preferred dielectric medium for MV RMUs. Oil filled switchgear will not be considered.SF6 gas used for the filling of the RMU shall be in accordance with IEC 60376.Any accidental overpressure inside the sealed chamber will be limited by the opening of a pressure limiting device in the lower part of the enclosure. Gas will be released to the rear or the bottom of the switchboard away from the operator. Number of mechanical operations of Circuit breaker 2000 O/C , Number of electrical operations at full loop current for LBS: 100 O/C , Number of electrical operations at full loop current for CB: 2000 O/C,. Manufacturer shall provide type test report to prove compliance with IEC 62271-200 Annex A, Internal arc classification class AFL with 21kA 1s for the SF6 enclosure. Make of the RMU, vaccum intrtupter , relay & meter shall be of same OEM. All the test certificate shall be in the name of the OEM only . If there is any name change / acquisition by other OEM happened for the RMU then test cerificates shall contain the new OEM name only. 99 HT system : 3 phase -3 wire , HT Fault level21 kA, Power System earthing - solindly earthed at up stream source, HT Copper Bus with Short Time Curent rating 21 kA for 1 Sec ( 3Sec), Continuous current rating at least 630 A. Enclosure of RMU must be IAC rated for 21 kA for 1 Sec. Design ambient to be considered as 40 Deg C.HT Circuit Breaker : i) There shall be 1nos.load break switches as incomings and 2 nos 12 kV rated VCBas outgoing ( total 3 nos.) . The circuit breakers shall behorizontal isolation - horinzontal draw out type. All of the switchgear shall be capable of withstanding this current without any damage being caused, in accordance with the recommendations IEC 62271-1 and IEC 62271-200.Loss of service continuity class: LSC2Aii) The Circuit Breaker must be rated for 12 kV ( nominal Voltage), 28 kV/75 kVp ,3 Phase, 50 Hz, Short Circuit Fault Level of 21 kA for 1 secs. Iii) No. Of Close Coils - 01 no. operable at 24 V DC (85% - 110%) , No. of Trip Coils - 02 nos. ,operabale at 24 V DC ( 70% - 110%) for shunt trip Feature forseries trip shall also be enabled. iv) Provision for supervision of the two indepandent Trip Circuits for the two Trip Coils to be provided. v)Switchgear classification: PM classvi) Loss of service continuity class: LSC2A 100 vii) Duty Cycle : O – 0.3sec – CO – 3min – CO, Vacuum Circuit breaker shall be of M2, E2, C2 duty and capable for minimum 100 short circuit breaking operation at full short circuit level.viii) STC rating 21 kA for 1 Sec (for Vacuum Interrupter).ix)Vacuum Interrupter must be hermetically sealed and must comply IEC 60056 ( along with latest amendments). x)Circuit Breaker to be equipped with Suitable tripping arrangement with push button, Mechanical counter to assess the total number of operations of the breaker, Mechanical ON / OFF indicator, Auxiliary switches, Auxiliary Contacts( at least 2 NO + 2 NC of Class 2 category), Emergency trip push button.xi) The Operating mechanism shall be spring charged motor operated type with Spring Charge Universal motor operable on 24 V DC / 230 V AC.xii)Suitable monitoring of Circuit Breaker status ( ON, OFF, Trip, CB Spring Charged), Trip Circuit Healthy / Unhealthy, DC healthy/unhealthyto be provided using IoT based online monitoring system using microprocessor / digital RTU with historical data saving, capable of updating status and sending alarm signal on IoT monitoring unit, GSM and GPRS platform through which live monitoring status and equipment reading and fault related history can be accessed by user remotely. 101 xiii) Voltage Presence Indicator shall be provided against each HT circuit ( against each VCB) on line side for knowing the presence of line enerzisation status.xiv)Number of Mechanical operations at full rated current for breaker: 2000 O/CHT CT /PT i) One set of 03 nos. ( for 3 phases) dual core Cast Resin CTs for Eachincomer VCBcomplying with IEC:60185 & IS 2705 ( along with latest amendments) , Core -1 - 400-200/1 A , 15 VA, Cl 0.5 for metering ; Core-2 - 400-200/1 A, 15 VA , 5P10 for Protection.ii) 01 no. of 03 phase Dual Core PT forHT bus ( 11 kV)with protection HRC fuseCore 1- 11kV-6 kV /√3 / 110V/√3, Cl 0.2s, 100VACore 2- 11kV- 6 kV /√3 / 110V/3, Cl 3P, 50VA 102 Multifunction Meteriii) 2 Nos. 3 phaseDigital Multifunction Meter6400NGwith Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.for each VCB panel ( 96 mm x 96 mm) , Flush mounted, Class 1 conforming to IEC 62053-22 ( along with latest amendments) .Protection Relayi) 2 Nos. of Numerical Type IDMT Relay (50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Additionally, condition monitoring CB wear, condition monitoring CT supervision, disturbance recorder, undervoltage & over voltage protection, trip circuit supervisioncan be measured through the relay. The device shall support webserver/web HMI through which we can monitor and control the relays over a ethernet Lan network. Licenses for theprogramming software shall be provided free of cost.The numerical relay shall have large mimic-based LCD screen display . .The relay shall have 8 Digital inputs and 8 Digital Outputs and one additional watchdog ouput.The device has to aloe controlling of min. six objects (circuit breakers, disconnectors and grounding switches). Controlling has to be done by “select-execute” or “direct control” principle. Controlling has to be possible by: through local HMI, remote communication, via digital input or via function key. Events has to be readable to SCADA systems, front panel or by setting software.The sample rate of the recording has to settable to 32samples/cycle.The devices shall provide storage up to events 2000 based on the resolution.The device shall support following communication protocols: Native IEC 61850 ed1 & ed2, Modbus TCP. The IEC 61850 communication has to support peer to peer communication (GOOSE) if requiredThe IEC 61850 interface must be able to configure through setting software. Also the same setting software has to be able to generate ICD filesThe device shall have KEMA IEC61850 edition 2 certificates. 103 ii) Master Trip Relay :High Impedance and High speed relay flush mounted having coil cut-off contact with at least 4NO and 4NC contact and electrical reset facility capable to make, carry and break trip coil current of Circuit Breaker and capable for future integration with SCADA.iii) Each VCB must have separate Anti Pumping Relay.Fault Passageindicator: 104 The FPI shall facilitate quick detection of faulty section of line. The fault indication may be on the basis of monitoring fault current flow through the device. The FPI should be self-powered and should have internal lithium battery for external indication and setting of FPI in the absence of current.The FPIs shall include:Fault detection - Phase to phase and Phase to earth faults.One potential-free output contacts for hardwiring to RTUs. On this basis, the SCADA/DMS will be able to monitor phase / earth fault condition.Local fault indications - LCD display on FPI front panel along with LED indication on front panel of RMU enclosure.Multiple reset option –End of time delay (Adjustable from 2 to 16 Hrs)Remote reset (Via potential free input contact of FPI)Manual reset (Reset button on front panel of FPI)Automatic reset on current restoration.The characteristics of the FPIs shall include:Phase fault thresholds configurable from at least 100 to 800 AEarth fault thresholds configurable from at least 20 to 200 AMultiple number of steps for adjusting phase and earth fault thresholds.Fault current duration range configurable from at least 40 ms to 100 ms in 20 ms steps and further 100 ms to 300 ms in 50 ms steps. Variations with respect to these characteristics may be acceptable as long as they prove applicable and provide the same or better flexibility. 105 Earthing The cables shall be earthed by an earthing switch with short-circuit making capacity, in compliance with IEC 62271-102 standard. The earthing switch can only be operated when the switch is open. The switch and earthing switch operating mechanism shall have a mechanical endurance of at least 1000 operations.Separate line side Earth switches shall be provided in each HT Circuit ( against each VCB)RMU Bushing & Cable termination:It is preferable to have all bushings accessible from the front of the RMU. Bushings along the sides or the rear of the RMU are not acceptable.For each cable compartment, the bushing shall be at the same height in order to facilitate a possible reversal of the cablesThe bushing should be conveniently located for working with cables specified and allow for the termination of these cables: -630 A M16 bolted connectors for switch-disconnectors and vacuum circuit breakers functions.The profiles of the cable connection bushings shall be in compliance with IEC-60137 standard.Cable clamps:A cable clamp arrangement must be provided for all network cables terminated on the RMU. Provision for Cable Entry: There shall be suitable provsion for Cable entry from bottom through 3 mm thick CRCA steel thick detachable gland plate along with provision for termination of 2 runs of 3 c X 400 Sq mm 11 kV (E ) , XLPE insulated Aluminium Cables ( for HT side) and at LT side runs of cables matching with outgoing MCCB current rating. 106 S&F 8.0 Mtr Long Hot Dip Galvanised Street Light Octagonal Pole with Foundation type Base Plate and Foundation Bolts and additional structural steel as reqd, dimentions of Pole as Top Diameter - 70 mm, Bottom Diameter- 130 mm, Section Length - 8000 mm, Thickness - 3 mm, Foundation type Base Plate (200 x 200 x 16 mm), Foundation Bolts - 4 Nos 20 mm dia, pitch circle dia 200 mm, bolt length 600 mm, projects bolt length 100 mm , with Single type arm bracket 1500 mm long , top dia 70 mm , suitable for LED Street Light fitting. The Pole shaft shall have octagonal cross section and continuously tapered with single longitudinal welding all as specified and as directed. 107 M&L for water proof, 3core PVC insulated and PVC sheathed, copper conductor cable of size 1.5 sqmm, 1100 Volts grade for electrical connection of street light fittings, complete all as specified and directed. 108 S&F factory made IP-65 (Dust and power jet Proof according to IEC 60529) opaque street light junction box of size 260 mm x 210 mm x 116mm made of high quality polycarbonate (shock proof, rust free, corrosion free acid and chemical resistant, fire retardant having high impact(IK 08) totally insulatedmade of halogen and silica free recyclable material, UV resistant having high grade gasket made of polyurethane with copper terminal , MCB SP 6 Amps rating 10 KA with locking arrangement and 2 Nos M40 size cable glandand one M32 size gland suitable up to 35 Sqmm cable etc complete all as specified and directed. . 109 S&F HT/LT made up of PCC block (1:3:6) type. C-1 using 20mm graded stone aggregated of size 900 mm x 300mm x 100 mm thick (45 Cm burried in ground) and properly painted as per approved colour Brown/Blue (HT/LT) and written both side with signed red colour paint( HT cable 11 KV orLT cable 1100 Volts) on Cable route marker including necessary excavation and earthwork complete all as specified and directed. 110 Supply, installation, testing and commissioning outdoor type stainless steel (SS 304) cubical enclosure compartmentalizedexterior and interior mirror type brushed suitable for highly corrosive environment, high creep resistance, better mechanical properties like ductility, yield strength, hardness etc. The enclosure shallbe made of 2 mm thickSS 304 sheet. The fixing of doubledoors shall be on SS hinges with anti-theft provision (the door can’t be removed from enclosure without cutting enclosure). All fabrication/welding shall be done with TIG/MIG or as approved by Engineer in charge suitable for SS 304.Sliding handle and locking arrangement front and rear both side . Enclosure shall be suitable for AC supply system 415 volts, 3 phase, 4 wire, 50 Hz. IP-55 class protection and mounted on channel 75 mm welded with panel of SS 304 with 04 Nos foundation bolt of size not less than20mm dia and 300mm long. The enclosure shall have provision of cable alley . Cable entry from bottom side including internal wiring with PVC insulated solid, copper conductor FRLS cable, IS-694 marked,1100 volts grade of appropriate size (but not less than 2.5 sqmm).Incoming :-(i) Aluminium busbar rating 600 Amps rating 4 Nos. (ii) MCCB 400 Amps 4 pole breaking capacity 36 KA thermal mag protection with Icu = 100% & rated impulse with stand voltage (Vimp) 8 KV with over current & short circuitpro-tection having double insulation & positive insulation-01 No.Outgoing :-(i) MCCB 400 Amp 4 pole 01 Nos breaking capacity 36 KA , MCCB 63 Amp 4 pole 02 Nos breaking capacity 16 KA,, thermal magnetic release with Icu = 100% & rated impulse with stand volta.(Vimp) 8 KV with over current & short circuit protec-tion having double insulation & positive insulation featers. MCB SPN 32 Amp02 Nos. Item Continued as 16.80 111 (ii) Current transformer 100/5Amps class-1 15 VA - 1 Nos, Digital Ammeter with inbuilt selector switch -01 No, Digital Voltmeter with in built selector switch -01 No and Modular Indication lamp for main incomer LED type RYB (set of 3)-1 Set All MCCB with adjustable protection for over load and short circuit and conforming to IEC60947-II/IS 13947-II (Latest Version). The MCCB should have Ics=100%Icu. The MCCBs shall have spreader links and barriers as standard feature of manufacturer. All out going feeder shall be connected by cable through suitable size gland plate / glands.The various feeders shall be indicated by font size not less than 20 mmletters using Acrylic sheet. The minimums clearance of bus bar shall be 32mm phase –phase and 26mm for phase to earth. The bus bar shall have colour coding with insulating tape.Platform for the panel with PCC 1:4:8 type D-2 with 40 mm graded crushed stone, 15 cm thick in foundation, brick work in CM 1:6 with sub class B, old size bricks, rendering 15 mm thick in CM 1:6 on exposed surfaces and 100 mm thick PCC padding 1:3:6, type C-1 using 20 mm graded crushed stone aggregate on top and grouting bolts etc for panel.The platform shall be such that it is of a height 45 cm above the nearest road level. 112 Supply, installation, testing and commissioning outdoor type stainless steel (SS 304) cubical enclosure compartmentalizedexterior and interior mirror type brushed suitable for highly corrosive environment, high creep resistance, better mechanical properties like ductility, yield strength, hardness etc. The enclosure shallbe made of 2 mm thickSS 304 sheet. The fixing of doubledoors shall be on SS hinges with anti-theft provision (the door can’t be removed from enclosure without cutting enclosure). All fabrication/welding shall be done with TIG/MIG or as approved by Engineer in charge suitable for SS 304.Sliding handle and locking arrangement front and rear both side . Enclosure shall be suitable for AC supply system 415 volts, 3 phase, 4 wire, 50 Hz. IP-55 class protection and mounted on channel 75 mm welded with panel of SS 304 with 04 Nos foundation bolt of size not less than20mm dia and 300mm long. The enclosure shall have provision of cable alley . Cable entry from bottom side including internal wiring with PVC insulated solid, copper conductor FRLS cable, IS-694 marked,1100 volts grade of appropriate size (but not less than 2.5 sqmm).Incoming :- (i) Aluminium busbar rating 600 Amps rating 4 Nos. (ii) MCCB 400 Amps 4 pole breaking capacity 36 KA thermal mag protection with Icu = 100% & rated impulse with stand voltage (Vimp) 8 KV with over current & short circuitpro-tection having double insulation & positive insulation-01 No.Outgoing :-(i) MCCB 100 Amp 4 pole 03 Nos, MCCB 63 Amp 4 pole 02 Nos breaking capacity 16 KA, MCCB 40 Amp 4 pole 01 Nos breaking capacity 16 KA thermal magnetic release with Icu = 100% & rated impulse with stand volta.(Vimp) 8 KV with over current & short circuit protec-tion having double insulation & positive insulation featers. (ii) Current transformer 100/5Amps class-1 15 VA - 1 Nos, Digital Ammeter with inbuilt selector switch -01 No, Digital Voltmeter with in built selector switch -01 No and Modular Indication lamp for main incomer LED type RYB (set of 3)-1 Set Item Continued as 16.82 113 All MCCB with adjustable protection for over load and short circuit and conforming to IEC60947-II/IS 13947-II (Latest Version). The MCCB should have Ics=100%Icu. The MCCBs shall have spreader links and barriers as standard feature of manufacturer. All out going feeder shall be connected by cable through suitable size gland plate / glands.The various feeders shall be indicated by font size not less than 20 mmletters using Acrylic sheet. The minimums clearance of bus bar shall be 32mm phase –phase and 26mm for phase to earth. The bus bar shall have colour coding with insulating tape.Platform for the panel with PCC 1:4:8 type D-2 with 40 mm graded crushed stone, 15 cm thick in foundation, brick work in CM 1:6 with sub class B, old size bricks, rendering 15 mm thick in CM 1:6 on exposed surfaces and 100 mm thick PCC padding 1:3:6, type C-1 using 20 mm graded crushed stone aggregate on top and grouting bolts etc for panel.The platform shall be such that it is of a height 45 cm above the nearest road level. 114 Supply, installation, testing and commissioning indoor type stainless steel (SS 316) cubical enclosure compartmentalizedexterior and interior mirror type brushed suitable for highly corrosive environment, high creep resistance, better mechanical properties like ductility, yield strength, hardness etc. The enclosure shallbe made of 2 mm thickSS 316 sheet. All fabrication/welding shall be done with TIG/MIG or as approved by Engineer in charge suitable for SS 316. Enclosure shall be suitable for AC supply system 415 volts, 3 phase, 4 wire, 50 Hz. IP-55 class protection and mounted on channel 75 mm welded with panel of SS 316 with 04 Nos foundation bolt of size not less than20mm dia and 300mm long. The enclosure shall have provision of cable alley . Cable entry from bottom side including internal wiring with PVC insulated solid, copper conductor FRLS cable, IS-694 marked,1100 volts grade of appropriate size (but not less than 2.5 sqmm).Incoming :- (i) Aluminium busbar rating 150 Amps rating 4 Nos. (ii) MCCB 63 Amps 4 pole breaking capacity 16 KA thermal mag protection with Icu = 100% & rated impulse with stand voltage (Vimp) 8 KV with over current & short circuitpro-tection having double insulation & positive insulation-02 No ( for incomer mains and incomer DG supply) (iii) Onload change over switch 63Amps modular type - 01 nos(Note: Busbar will be connected at changeover output)Outgoing :-(i) MCCB 32 Amp 4 pole 03 Nos breaking capacity 16 KA thermal mag protection with Icu = 100% & rated impulse with stand voltage (Vimp) 8 KV with over current & short circuitpro-tection having double insulation & positive insulation, MCB TPN 40Amps - 02 Nos, 3 Phase timer switch 40 Amps- 1 Nos(ii) Current transformer 100/5Amps class-1 15 VA - 2 Nos, Digital Ammeter with inbuilt selector switch -02 No, Digital Voltmeter with in built selector switch -02 No and Modular Indication lamp for main incomer LED type RYB (set of 3)-2 Set (at both incomer MCCB)Item Continued as 16.84 115 All MCCB with adjustable protection for over load and short circuit and conforming to IEC60947-II/IS 13947-II (Latest Version). The MCCB should have Ics=100%Icu. The MCCBs shall have spreader links and barriers as standard feature of manufacturer. All out going feeder shall be connected by cable through suitable size gland plate / glands.The various feeders shall be indicated by font size not less than 20 mmletters using Acrylic sheet. The minimums clearance of bus bar shall be 32mm phase –phase and 26mm for phase to earth. The bus bar shall have colour coding with insulating tape.Platform for the panel with PCC 1:4:8 type D-2 with 40 mm graded crushed stone, 15 cm thick in foundation, brick work in CM 1:6 with sub class B, old size bricks, rendering 15 mm thick in CM 1:6 on exposed surfaces and 100 mm thick PCC padding 1:3:6, type C-1 using 20 mm graded crushed stone aggregate on top and grouting bolts etc for panel.The platform shall be such that it is of a height 45 cm above the nearest road level. 116 SEWAGE TREATMENT PLANT (STP)Design, Supply, Installation, testing & commissioning of PACKAGED Sewage Treatment Plant(NBF Model)of capacity 50,000 Ltrs per Day with FRP Intermediate Cum Treated Water Tank of 20 KL capacity and tertiary treatment based on principle of aerobic attached growth non clogging randomly Moving Bed Bio-reactor (MBBR) complete with Recirculation Pump(Non clog submersible type of capacity 9 m3/Hr, Motor-1HP, Head- 8m) - 01 No,Air Blowers twin lobe type of capacity 3.0 HP - 02 Nos, Filter feed pump (Non clog submersible type of capacity 18.0 m3/Hr, Motor-1 HP, Head- 15 m) - 2 Nos ,Pressure Sand Filter FRP based complete with connection pipes (capacity-3.0 m3/Hr, Max Pressure- 10 PSI)- 1 NosActivated Carbon Filter FRP based complete with connection pipes (capacity-3.0 m3/Hr, Max Pressure- 10 PSI)- 1 NosChlorine Dosing Pump of capacity 0-6 LPH- 1 NosMCC Control Panel ,FRP tank accessories , including all connecting PVC pipes and all others accessories and necessary civil works for installation as per recommendation of OEM.Note:-(a)The minimum life of STP shall be 15 years. A certificate from manufacturer shall be provided by the contractor.(b)The RCC Collection Sump of suitable capacity before STP and necessary pumping arrangement (as required) is deemed to be included in the rate quoted by the contractor.(c)All accessories required to achieve the outlet parameter shall be included in the quoted rate.(d)Necessary arrangements to accomodate the inlet sewer Pipe line as per invert level deemed to be included in the quoted rate.(e)The contractor has to get the design and other parameters for complete sewage system including STP approved from GE before placing of order for procurement 117 COOLING APPLIANCESSupply , installation, testing & commissioning of refrigerator, ISI marked electric driven , single phase having capaciy 360 ltrs or nearest higher size , frost -free smoothflow type seprate chill compartment with plastic shelves, Ice maker unit, vegetable/fruit drawer, body colour as approved with suitable lighting arrangement working with non-CFC refrigerant & 3 star rated including electric connection complete all as specified and directed. 118 Supply , installation, testing & commissioning of refrigerator, ISI marked electric driven , single phase having capaciy 310 ltrs or nearest higher size , frost -free smoothflow type seprate chill compartment with plastic shelves, Ice maker unit, vegetable/fruit drawer, body colour as approved with suitable lighting arrangement working with non-CFC refrigerant & 5 star rated including electric connection complete all as specified and directed. 119 Supply,Installation, testing and commissioning of copper wound volatge stablizer , ISI marked for automaticoperation , single phase, naturally air cooled, indoor type & designed for I/P variation between 170 V to 260 V with O/P voltage stablization at 230 V with accuracy of +/- 2.5% with high & low voltage cut out & time delay & of capacity 01 KVA incl electric connection complete all as specified and directed. 120 Supply,Installation, testing and commissioning of copper wound volatge stablizer , ISI marked for automaticoperation , single phase, naturally air cooled, indoor type & designed for I/P variation between 170 V to 260 V with O/P voltage stablization at 230 V with accuracy of +/- 2.5% with high & low voltage cut out & time delay & of capacity 02 KVA incl electric connection complete all as specified and as directed 121 DG SETSupply, installation, testing and commissioning totally enclosed (silent operation with canopy, CPCB-IV+ complaint), static type deidel engine driven, liquied cooled, generating set of 30 KVA, 24KW capacity accommodated with accoustic encloser (at 0.8 lagging P.F), 415V,50Hz, 3 phase system & for 0.85 load factor , base plinth as per manufacturer recommendation, (A) Disel Engine:- Diesel engine shall be 4 stroke liquid cooled, electric start, of suitable BHP at 1500 RPM suitable for above output of alternator at ambient temp of 50 dgree celcius, 50% RH & 1000m above MSL, electronic governer, confroms to BS:5514/ISO 3046, BS 649,IS 10000 with capacity of 10% overload for one hour in every 12 hours of continuous operation. The engine shall have noise limit of 75 dB(A The OEM shall undertake type approval and conformity of production certificate for emission standard for engine from agencies approved by GoI. Copy of the same shall be produced,(A1) Air intake system(i) Air intake manifold,(ii) Dry type air cleaner(A2) Exhaust system(i) Dry exhaust manifold with residental silencer and catalytic converter(A3) Cooling system(i) Engine water pump(ii) Radiator with fan(iii) coolant additive concertrate(A4) Lubricant system (i) Oil pan(ii) Engine mounted lube Oil pump (iii) Lube oil filter(A5) Starting System,(i) 12/24 V DC starter motor, voltage regulatorsItem Continued as 16.91 to 16.94 122 (ii) 12/24 V DC alternator for battery charging, (iii) 12/24 V suitable maintenance free battery of suitable capacity(A6) Engine mounted microprocesser based (perferably) instrument panel with digital display for the following:-(i) LED indicating lamps-for Genret running, remote start, shutdown, warning, manual, auto and stop(ii) Data Logs-engine run time and controller on time(iii) Start/Stop switch with key(iv) Indication/Display of for water temp, lub oil pressure, lub oil temp, battery charging,RPM, over speed, low lub oil trip, Engine hours(v) Engine and alternator data - startingf batter voltage, Engine running hours, engine temp, engine oil pressure, alternator voltage, current, KVA, frequency, KWH shall be displayed.(B) protection to Genret, (i) Low lube oil pressure warning/shutdown, (ii) High engine temp warning/shutdown,(iii) Low coolant temp warning, (iv) Sensor failure indication,(v) Low/High battery voltage warning,(vi) weak battery warning, (vii) fail to start shutdown,(viii) Cranking lockout, 123 (ix)High/Low AC voltage shutdown,(x) under/over frequency shutdown,(xi) loss of sencing voltage shutdown.(C) Others(i) AVM Pads, (ii) First fill of lubricating oils(iii) flywheel with housing(iv) Residental silencer,(D) Alternator synchronous alternator copper wounded rated 30 KVA, 415 volts, 1500 RPM,3 phase,50Hz,AC supply with 0.8 lagging power factor at 50 degree c, 50% RH and at 500 MSL, brushless type, self exicited, SPDP encl , contineous duty, voltage regulated through AVR conforming to IS:4722 with class F/H insulation. The sailent feature are as under: (a) Permanent lubricating beraing (b) Permissible overloading of 10% for one hour in every 12 hrs of contineous operation (c) permissible unbalancing capability minimum 25% per phase .(E) ACCOUSTIC ENCLOSER FOR DG SET :-S & F accustic enclosers suitable for 30 KVA capacity diesel generator set duly fabricated of channel and CRCA sheet 2 mm of required size having doors , insulation sides and top by minral rock wool confirming to IS-8183 of adequate thickness accoustic louvers / outlet ventilation system etc. complete as per manufacturers instruction with wiring and lighting arrangments duky painted of three coats of delux gloss synthetic enamelled paint over a primer coat or as directed of suitable size all as requried at site and comprising of the following:- (i) Base: MS channel fabricate MS channel made out of 5 mm thick MS sheet of ISMC suitable section, (ii) Structure heavy duty rectangular MS box channel , (iii) Doors fabricated from MS CRCA 2 mm thick air tight with neoprene rubber gasket and gun metal heavy duty spring loaded locks, 124 (iv) Out side cover : Made out of 2 mm thick ,(v) Accoustic insulation(side & top) sound proffing mineral rock wool slab thickness 100 mm of density 96Kg/m3 confriming to IS 8183 , covered by fire resistant fiber tissue as per manufacturer recommendation. Test report from original manufacturer to be submitted before incorporation in the work authenticity of material, (vi) Inspection port : Aluminium frame with double walled glass fixed type sealed with neoprene rubber gasket for viewing instrument panel. (F) FOUNDATION :- PCC Foundation M 20 ( or as per manufacturere design ) , 450 mm overall height , 300 mm above floor level and 150 mm below floor level of requried size. The price of foundation of DG Set is included in quoted rate. (G) FUEL TANK:- One no of sheet metal steel tank made out of 3.0 mm thick MS sheet of suitable capacity of hold diesel sufficient for 12 hours running at full load , tank shall be fitted with incanopy as per manufacturers design including the following:- (i) Level indicator to indicate level of diesel in tank,(ii) Drain plug with 2.0 mtrs pipe for drain oil, (iii) fuel strainer, (iv) pipe for fuel,(v) air vent. 125 NOTE:- (a) Generating set will be placed on suitable foundation as recommended by manufacturer and cost thereof shall be included on the prices quoted. (b) Tools shall be supplied as per manufacturers instruction and cost therof shall be included in the price quoted. (c) DG Set shall be placved at the site directyed by Engr-in-Charge. (d) Testing of DG Set shall be done as per relivant IS clause or min 10 hour running with 01 hour with no load, 02 hr with 25% load, 02 hrs with 50% load, 02 hrs with 75% load, 02 hrs with 100% load, 01 hr with 110% load. The required Fuel and artificial load/tools, etc to be included in quoted rate. 126 DEMOLITION & DISMANTLINGTaking down carefully old unserviciable DB including of any size/way complete including MCBs for keeping in safe custody or for taking credit all as directed. 127 Taking down carefully old unserviciable service cable of any size for keeping in safe custody or for taking credit all as directed. 128 Taking up or down from any position existing CI water tubing and connections carefully or for taking credit complete all as specified and as directed for 100 mm size 129 Taking up or down from any position existing CI water tubing and connections carefully or for taking credit complete all as specified and as directed for 100 mm size 130 Taking down carefully old unserviciable sluice valve 100 mm for keeping in safe custody or for taking credit all as directed. 131 Taking down carefully old unserviciable sluice valve 150 mm for keeping in safe custody or for taking credit all as directed. 132 Taking down carefully old unserviciable gate valve 25 mm for keeping in safe custody or for taking credit all as directed.
Contract Date: Feb 12, 2026 Contract Value : 39.08 Crore
Statutory Bodies & Commissions/Committees No of Bidders 9
West Bengal View Result →
48.
Defence #9545191 AOC
Tender For Provision Of Solar Power Plant At Sevoke Mil Station Under Ge Sevoke Road.; 2 Design, procurement, erection, installation, testing and commisioning including connecting to local utility grid; Grid connected solar photovoltaic plant 0.8 MW output peak capacity with net billing arrangement including Solar Photovoltaic Modules,DC Cabling, Module Mounting Structures (suitable for ground mountingwith and including Soil Investigation as per OEM recommendation, RCC foundation framed structure and other connected civil work duly vetted by IIT / NIT), Array Combining Boxes, ACDB, DCDB, Lightining Protection of SPV modules and other accessories, String Inverter as Power Conditioning Unit, Weather Station and Data Monitoring system (SCADA) all as per detailed specifications given in tender documents, latest MNRE/SECI/NISE/IREDA guidelines and directions, meeting the Make in India (DCR), consisting of all requisite accessories (BOS-Balance of system) and including the following main components (NOTE : The work shall be executed directly by OEM only through contractor.) Item Continued as 1.01 to 1.45 3 (A) Photo Voltaic Module: Mono-crystalline Silicon Bifacial Solar Photovoltaic Modules of minimum 550 Wp(module power and number of modules to be selected according to available area), having cell efficiency more than 20% under standard conditions, form fill factor more than 0.76, plant performance ratio > 75%, made of high transmitivity glass front surface and it shall give high encapsulation gain (transmittance above 90% and bending less than 0.3%). The modules shall have the following features :(a) The electrical parameters of SPV modules under standard test condition of irradiance 1000W/sqm, AM 1.5 Spectrum and temp 25 degree Celsius shall be as under : (i) Max Peak Power Pmax : 550 Wp or more (ii) Voltage at Max Power : > 40 V (iii) Current at Pmax :> 10A 4 (iv) Short Circuit Current :> 12A (v) Open Circuit Voltage :> 47 V (vi) Module Efficiency : > 20%(b) Rated output of the modules shall have positive tolerance of 3-5% and no negative tolerance is allowed.(c) It shall perform satisfactorily in RH 85% with temperature up to +85 degree C and should withstand wind of 200 kmph on the surface of panel.(d) PV modules shall be warranted for their output peak watt capacity, and it shall not fall of its initialvalue below 90% in first 10 year end and 80% after the end of 25 years.(e) Each module shall have RFID tag encapsulated with solar cell bearing following details (i) Name of Manufacturer of SPV Module (ii) Name of Manufacturer of Solar Cell 5 (iii) Month and year of Manufacturing (separately for cell and module) (iv) Country of Origin (both cell and module) (v) Peak wattage, Im, Vm and fill factor of the module (vi) Date of year of obtaining IEC PV module qualification certificate including the test lab issuing IEC certificate. (vii) Unique serial no of model no of module (viii) IV curve of module(ix) Other relevant information on traceability of solar cells & modules(f) The temperature coefficient of power for the module shall not be more than 0.50% per degree Celsius.(g) The module must have bypass diode of suitable capacity.(h) PV module must confirm to latest edition of IEC 61215/ IS 14286. In addition the modules must confirm to IEC 61730 Part I and II for construction and testing & safety qualifications and confirming to IEC 62804 PID.(j) It shall also be in conformity to latest minimum technical specification issued by MNRE/IREDA/SECI/NISE/ALMM from time to time. Modules should be of MNRE/IREDA/SECI/NISE/ALMM approved companies and as per latest IEC/IS standards. 6 (k) RFID reader is to be provided by contractor(l) Both PV cells and SPV modules shall be made in India (DCR).(m) Each structure should have angle of inclination as per the site conditions to generate maximum power. However, to accommodate more capacity the angle inclination may be reduced to 10 - 13 Degree until the plant meets the specified performance ratio requirements.(n) Fire Points with Fire extinguisher liquefied CO2 gas of capacity 10 kg and adequate qty confirming to relevant IS or ISI mark complete as recommended by manufacturer deemed to be included in the unit rate quoted.(o) Danger Board and Rubber mat as recommended by manufacturer deemed to be included in the unit rate quoted.(p) S&F Pressure Booster pump electrically operated with minimum 3 HP 02 Nos (Running+ standby) three Phase AC Supply motor and having head not less than 20 mtr, including PCC foundation civil wokrs and necessary cable required for connection in drawn in PVC conduit heavy duty/ DWC/Electrode pipe from existing nearest point to the motor starter panel including motor starter suitable capacity,PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm/50 mm/32 mm/25 mm inner dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brass threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches with necessary exavation, removing and returning filling work and including all accessories from the new PVC tank cap 10000 Ltrs install at proposed site for cleaning of entire solar power plant system.(q) SPV Panel is to be fixed in such a way that lower portion of the Panel remains atleast above 1.5 mtr of finished reflecting surface and cost deemed to be included in the quoted rates. 7 (B) Junction Boxes: Junction boxes of suitable Nos (as per design)/OEM recommendations inputs and suitably rated out put having separate DCfuses for both (+)&(-) on input and isolator on output terminal for each string.Each junction box must have as pare input terminal.The junction boxes shall be dust and vermin proof and water proof made of FRP/ Thermo Plast with IP 65 protection in compliance with IEC 62208 and shall be UV resistant, fire retardant. It shall have surge protection and maintenance free earthing as per relevant standard. The junction box shall have suitable arrangement of the following: (a) The strings are required to be connected to the copper bus bar through individual fuses. (b) Provide arrangement for disconnection (DC dis-connection switch) for each SJB/ SCB. (c) To provide a test point for each sub group for quick fault location and to provide group array isolation. (d) Each array box shall be of relevant IEC standard. (e) Each array junction box shall have suitable bypass & reverse blocking diodes for minimum DC blocking voltage of 1000V with suitable arrangement of its connection. Reverse blocking and bypass diodes shall work for extreme temperatures and shall have efficiency of 99.98% confirmed by appropriate IEC standard. 8 (C) DC Cables: Suitable size of XLPE insulated tinned Copper cable (min 10 sqmm) of solar grade, 1100 Volts and UV resistant for outdoor installations confirming to IEC : 60227/15694 & 60502/ IS : 1554 (Pt I&II)) and shall be as under : (a) All cables and connectors must be as per IS/IEC standards and shall be able to withstand harsh environmental conditions including high temperature, UV radiations, rain, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/IS. (b) All the cables / wires shall be provided with UV resistant printed ferrules for DC wires. (c) The size of the cable shall be such that average voltage drop at full power from PV module to inverter shall be less than 1.5%. (d) Cable batch No., Drum No, IS code and size and make shall be mentioned on every one meter or as per OEM practice. (e) The wiring of the module interconnection shall be in UPVC/HDPE pipe of suitable size. (f) The cost of interconnecting DC Copper cable, MS cable trays, MS cable trays suitable to accommodate Solar grade cables from SPV module to inverter are included in the item. 9 (g) Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain ant type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore will be repaired and make good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes, exavation, removing, return filing, channel, any type of metal work is not measured and paid separately under relevant items.(D) Module Mounting Structure (MMS) (Suitable for ground mounting on any type of soil condition) :Design, procure, fixing, support structure made of hot dipped galvanised steel with min 85 micron thickness including necessary PCC / RCC foundation and associated work (cutting, grounding, PCC filling, disposing waste material,etc., complete) and fixing mounting arrangement suitable for SPV modules so as it can with stand wind speed of 170 km per hour & minimum yield strength off 250 MPa. The mounting structure is to be installed on ground. Mounting structures to be so designed that maximum load is directly on ground. It shall also observe minimum space without sacrificing the out put of SPV panels & adequate spacing between the arrays shall be available for easy cleaning and maintenance. Nuts, bolts, protected from the atmosphere and weather mounting structure shall have to be adequately of Stainless Steel of grade SS316. 10 NOTES :- (a) Two numbers of anti theft fasteners of Stainless Steel on two diagonally opposite corners of each module shall be provided. (b) Module mounting structure shall be fitted to provide maximum generation. (c) MMS design shall be supported with Staddpro Report vetted by Third Party (Gov Institute) and submitted for the approval of the Accepting Officer. (d) The height of approved design MMS for solar power plant shall be as per latest MNRE/IREDA/SECI/ NISE guidelines. (e)Minimum grade of RCC M-25, design mix (using 20mm graded crushed stone aggregate includingTMT bar as per design, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and other connected works as per design and OEM recommendation. Civil work shall be designed through approved consultant of MES as per latest MNRE/IREDA/SECI/ NISE guidelines and vetted by IIT / NIT.(E) Lightning Protection forentire Solar Power Plant (i.e PV Array, Inverter etc) : Design, procure and fix lighting arrestor system confirming toIS/ IEC-62305(Part1-4)on the ground. The air terminal shall be fixed at the top of MS pole with base so as to beat least two meter above the pole to be protected. Its height above 9 mtr level shall be depend upon the level of protection and protection radii required. 11 NOTES :-(i) The cost of all equipments, MS Pole, Copper strip upto earth test point,LA, etc., shall be deemed to be included in this item. (ii) The cost of sufficient earthing for lightning protection is also included in this item to be provided by Engr-in-charge. and no extra payment will be made to the contractor on this account (iii) The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account. In case of any dispute, decision of Engr in charge will be final, conclusive and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474). Earth resistance shall not be more than 3 Ohms. (iv)Separate LA arrangement & the design document of the same shall also be submitted. (v) The protection against induced high voltage shall be provided by the use of metal oxide varistors and suitable earthing such that induced transient find and alternate route to earth. (vI) SPV Power Plant shall be provided with lightening and over voltage protection. (vii) Internal surge protection shall consist of three MOV type surge-arrestors connected from +ve abd +ve terminals to earth (via Y arrangement) 12 (F)Power Conditioning Unit: Procure, fixing, testing and commissioning of minimum 4 (Four) unitswith overall not less than 800 KW output on 11 KV AC supply, Solar-power inverter suitable for without DC power of Solar PV module/ array with AC output further feeding to grid confirming to IEC:61683 for efficiency, IEC:62109-1 or equivalent for safety and IEC:62093 for reliability. The input DC & output AC technical specification of Inverter are as under :Input (DC) (a) Max Absolute DC input Voltage : 1000 V (b) Start-up DC input voltage : 200 - 500 V (Default 420V) (c) Operating input DC voltage range : 200 - 1000 V (d) No of independent MPPT : One (e) MPPT input DC voltage range at Pacr : 180 - 1000 V DC (f) Max input DC Current : As per design. (g) AC grid connection type : 3Phase (4W + PE) (h) AC output power : As per design. (j) Max AC output Apperant power : As per design. (k) Max AC output Current : As per design. (l) Max AC fault current : As per design. 13 (m) Nominal Output Voltage : 800 Volts AC 3phase or as per the design of Solar Stepup Transformer (n) Output voltage range :± 10% (o) Output Frequency : 50 Hz ± 3Hz (p) Power factor : > 0.99 (q) Harmonic Distortion Current : < 3% (r) Efficiency : > 98% (s) Standby operation consumption : < 1.5 W(t) Operating temperature upto 85 degree centigrade (u) The Copper based inverter shall have minimum IP-67 protection, ground fault monitoring, reverse polarity protection, anti-islanding, DC reverse polarity, AC and DC short circuit current and over current, AC and DC over voltage and over temperature. 14 (v) The inverter shall adjust voltage and frequency levels to suit the grid. (w) The inverter shall be self commulated with Pulse Width Modulation (PWM) technology and shall be capable of synchronise maximum with in one min. (x) Maximum Power Point Tracker (MPPT) confirming to IEC 62093 shall be integrated in the inverter to maximise the energy drawn from the PV array (y) Monolithic design of inverter is not permitted. (z) Shall have anti-Islanding features. (aa) The inverter shall have suitble nos of protected inputs (asper design) and outgoing shall be protected by ACB/MCCB. (ab) The inverter should have MODBUS, PROFIBUS, ETHERNET common ports. (ac)The inverte rshall include appropriate self protection and self diagnostic features to protect itself and the PV array fromthedamageintheeventof invertercomponent failureor fromparametersbeyondtheinverterssafeoperatingduetointernaland/orexternalcauses. Invertershallhaveprotectionarrangementagainst ground leakage faults, over voltage, (SPD) & over current. Inverter shall have arrangement for adjustment for adjusting DC input current and shall trip against sustainable fault down stream and shall not restart till fault is rectified. (ad) The inverter should have provisions of Galvanic isolation, anti-islanding protection (IEEE 1547/UL 1741) equivalent IS and lightening. (ae) PCU must have the feature to work in tandem with other similar PCUs and be able to be successively switched ON and OFF automatically based on solar radiation variations during the day. (af) Minimum Warranty of Inverter- 12(Twelve) Years and defect liability period deemed to amended accordingly for the said item. 15 (G)ACDB : Outdoor type powder coated weather proof,vermin proof made out of CRCA sheet front open able door, lockingarrangement, including suitable working space in DCDB busbar chamber, cable box chamber including Copper busbar of designed capacity /bus raisers suitable capacities with PVC sleeves/tape RYB colour for phases identification, including all bus raiser shall be extend upto cable box chamber fixed on fibre insulation for RYB & neutral to all out going cable, confirming to IP-65 and fixed on wall / floor with control wiring with comprising cable gland brass, copper lugs etc. and comprising the following as per design :- (i) MCCB 4Pmicroprocessor based for outgoing (ii) MCCB 4Pmicroprocessor based for incoming (iii) AC type 2 Surge Protection Device (iv) Spreader Terminals as per requirement (v) Multifunction meter (vi) CT of suitable ratio(vii) Copper busbar chamber (ix) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 16 (H) DCDB:- Outdoor type powder coated, weather proof, dust proof,vermin proof made out in CRCA sheet front open able door, looking arrangement, including suitable working space in DCDB busbar chamber,cable box chamber including copper bus raisers with PVC sleeves/ tape RYB coloursfor phase identification, including all bus raiser shall be extend upto cable box chamber, confirming to IP-65 and fixed on wall /floor with contral wiring with comprising cable gland brass, copper lugs etc. (i) MCCB as per requirement (ii) Fuse as per requirement (iii) Copper busbar chamber. (I) Weather Monitoring System Pyranometer : The pyranometer (ISO 9060 classification ) alongwith necessary assessories for measuring incidental solar radiation at horizontal and inclined plane of array. Specifications of the pyranometer shall be as follows :- (i) Spectral response : 031 to 2.8 micron,(ii) Time response (95%). Max 15 second 17 (iii)Nonlinearity + 0.5% (iv) Temperature response : - 2%(v) Tilt error <+/- 0.5% (vi)Zero offset themal radiation +7W/Sqm (vii) Zero offset temperature change + 2 W/Sqm(viii) Operating temperature range - O °C to 80°C(ix) Non stabillity Maximum - 0.8%,(x) Resolution minimum +/-1 W/Sqm (xi)Output Analog 4.50mA (xii) Digital RS 485(xiii) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 18 (J)Balance of System(BOS) Items/ Components:TheBOSitems/componentsof theSPVpowerplants/systems deployed under this project shall conform to the latest edition with certificate of IEC or equivalent BIS Standards/MNRE specifications/ as specified in Para 1.01 of Minimal Technical Requirements/ Standards for SPV System/Plants to be deployed during this financial year under the programmes of MNRE available on MNRE website as on last date of quoting of tender. Notes:(i) The contractor must visit the site before quoting the rates for this item to assess the site condition so as to decide up on location and layout of SPV, placement of inverter, length of DC cables, lightning arresters, etc., complete. (ii) The contractor shall submit complete scheme including electrical diagram of the work, schematic diagram, SPV module layout, placement of LAs, Civil work, etc., complete as per IREDA/ SECI/NISE/MNRE/ALMM latest guidelines as applicable, Relevant IEC/IS norms to the GE for approval with in one month of date of commencement of the work. (iii) The rate quoted is deemed to be inclusive of the all protection system including surge, lightning arresters and necessary earthing all as specified and directed. 19 (K) Remote monitoring system (SCADA) for solar power plant complete with all electronic andelectricial partswith andincluding all necessary software and hardware etc to make fully functional connected to LED monitor (55 inches) with complete plant parameters as required and operate the system from remote and Other Accessories includingandThe system will be controlled from the main control room where all the data from different parts of the plant shallbe received, analyzed and action taken either manually or on auto as per the system design by OEM . The SCADA shallhave remote monitoring capability comprising with the following Items and with and including all connectedaccessories as per OEM recommendation complete:(a) Main SCADA control wall mounting panel complete with fixing arragnment like nut bolt, washers suitable size and connected items. (b) LED Moniter (55. inches) with mouse, key board, CPU (Minimum 1 TB storage alongwith 12 GB RAM, i7 processor), key pad and single phaseUPS 10 KVA with 12 Volt battery, 14400 Ah battery bank with rack and required battery backup should not be less than 4 Hrs inside control room.(c)“SCADA System shall be audited for Cyber Security by CERT certified firms at the time of commissioning. Subsequent cyber security audit shall be carried out after every 03 years and cost of audit and rectification shall be born by the contractor” 20 The Contractor shall provide following defined user access levels, unless otherwise instructed by the Engineer-in-Charge: -• Normal viewing only (default level) The default level shallpermit users to view al displays except those specifically assigned to a higher level of access.• Dally Access The daily access level shall allow viewing (ie default an printing at trend displays.• Operator Level (Remote Control) The operator level shall permit authorised users to access lower levels a and to carry out the following actions:- Perform control actions Acknowledge alarmsEnter or modify manually-entered data for inclusion in thereports.• Monthly and Yearly Data Archiving The level shall permit authorised users to access lower levels and shall provide the facility to download specific data to long ten data storage for archive purposes(d)The SCADA software shall be of a proven design and reliable, and conforming to industrial standards and shall: -• Support multiple makes of RTU/ Microprocessor controller/ transmitters and models and provide required software features needed to easily adapt a device whichshall not be supported as standard to the SCADA system. 21 • RTU/ PLC/ Microprocessor base controllers and transmitters shall have an expandable architecture and scalability to provide future capacity increases in SCADA system as well as meet present needs of the administration, provide multi-level security and password mechanisms to prevent use of the system by unauthorised persons. The access privilege of authorised users shall be defined separately and permission shall be provided to the users only to access areas concerning them, provide an on-line operatingenvironment.• Adding a new RTUI Microprocessor based Controller to the SCADA system or changing configuration of the existing RTUs/ Microprocessor based controller shall not result in stopping or hinder working order of SCADA system.• The Contractor shall specify maximum number of data which shall be achieved by the system without any performance loss. The Contractor shall conduct necessary tests to prove maximum number of data points achieved. The Contractor shall also be responsible to create additional data points necessary for conducting such tests. Any AutoCAD graphics shall be able to be converted to process diagrams and shall be re-loaded and operated after completion of all works and during tests.(e)The Contractor shall hand over to MES the SCADA and application software (as CDs or DVDs) necessary for re-loading software to the system in case of failures The CDs or DVDs shall be provided after making the necessary tests. The operating system ofrouters and work stations shall be of an architecture that provides a multi-tasking operating environment, and SCADA software shall also be multi-tasking. Therefore multiple tasks such as receiving measurement results from devices, displaying these results on computer screen. storing on a computer disk, sensing alarm conditions that may occur based on measurement results, and displaying them to users, generating reports from collected data, and printing them cut, transferring issued commands to Microprocessor controllers/ RTUs/ PLC, that SCADA software is supposed to execute shall be handled simultaneously without one task waiting for another. 22 To configureSCADA software or to change the system configuration, definitions shall be either defined directly by using a keyboard or another interactive tool or mechanisms that allow importing of configuration definitions from a text file created with a text editor. The database configuration shall be provided by means of an interactive program that contains menus or similar approaches and shall be easy to use The database configuration definition program, when required, shall be capable of extracting definitions related to the configuration from information created in text format to use as definitions for configuration The following shall be possible online without interruption or hindering of usual operations: -•Adding an RTU to the SCADA system.•Deleting an RTU from the SCADA system•Changing configuration information related to an existing RTU definition.•Modifying definitions in database containing information about measurement and control points.•Creating screen pictures which offer operators to monitor and control the SCADA system.•Similar configuration changes. 23 (f)SCADA software shall be upgradeable to new versions with an automatic mechanism to be provided by the Contractor. The old version of software shall be overwritten by new version without resulting in a change in any of the definitions created in previous version, nor disturbing the operational logic defined in previous version. Al! text being available on the screen shall be in English language The database shall be configured on-line when the SCADA system shall be in operation. The changes on existing definitions or new definitions related to database shall be made when the data collection n and control functions are being performed. The SCADA Software shall be operated using the database that shall be resident in the memory(g)Data Exchange The control system shall provide a method of real-time data exchange with different application programs like Geo Information System (GIS). relational database, third party spreadsheet packages, report generation and graphical simulation packages.(h) Historical Data Management An historical data management (HDM) system shall be provided for archive, storage and retrieval of operational data comprising field input data, manually-entered data and calculated points Archived historical data shall minimally include averages, minima and maxima for each analogue value compiled over hourly. daily and monthly time periods, with a minimum capacity of 1o00 points. The HDM system shall be capable of selectively increasing the rate of data capture based on events, such as process variable status, discrete inputs, or operator command. Minimum and-maximum data shall include the time and date of occurrence. Gaps in collected data caused by faulty instruments or control system equipment shall not be included in average). minimum and maximum compilations. 24 (j) Report GenerationThe system shall be provided with a report generator utility which shall enable authorised users to create, delete or modify report definitions The report definitions shall allow for retrieval of data from on-line database and farm historical data files and for formatting data for output to printer. The format of each report shall be definable by user to include the definition of static or background data, placement of data base values, number of significant digits of a value, date and time of report and calculated values(k)Graphic Display GenerationThe system shall be provided with an interactive on-screen graphic generation utility which shall allow an authorised user to create new graphic displays and modify or delete existing displays at any work station including those associated with the LCP/ outstations. The generation utility shall include an interactive linkage process allowing user to link symbolic, numeric and bar graph representations and data entry locations to dynamic data base variables. The graphic display system shall be capable of making full use of the VDU resolution in the composition and display of graphic information. Graphic symbols shall be definable by the user for display of static and dynamic data. The user shall be able to as5emble a library of symbols which shall be retrievable into any graphic display. Text and symbols shall be able to be enlarged, shrunk, moved, mirrored or related with reference to a given display. The system shall be able to represent dynamic analogue data on a graphic display as a variable-length, sizeable bar graph, as well as numeric text. 25 (l)DisplaysGeneral all displays, excepting those containing data derived from historical files, shall be completely displayed within two seconds of the operators request. Dynamic data shall be continuously updated while being displayed. All screen displays shall provide following displays which shall be fixed in their locations to normal operations:• Alarm banner window at bottom of the screen display showing last three highestpriority unaccepted alarms. Where the system allows contents of banner to be limited (eg by user name or group) then the selection criteria applied shall be displayed with the banner.• Main display area for user selected displays e.g. mimics, alarm lists, etc.• System dialogue banner window at bottom of the screen shall display relevant system information such as error message and user prompts 26 •A day, date and time indicator shall be able to show local time an alarm bannerarea shall be included on all displays which provide information regarding most resentalarm events. The system shall allow operator to obtain details of most recent alarm event from any operational screen display through direct operation using a maximum oftwo keystrokes or selections. The system shall allow the operator to obtain a print of any display, including graphics through use of a standard system command. Screen displays shall appear identical incorporated form Dynamic data contained on a display shall not change during screen print Such that a snapshot of conditions is portrayed. Each display shall include time of day in hoursminutes and seconds and date in day, month and year format.•A facility shall be provided which allows paging to related displays through the use of ‘page forward or backward keys, or through the use of pick points(m) Suitable size of HT & LT XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 11000 Volts and 1100 Volts grade with stranded aluminium / copper conductor of size as per OEM recommendation and approved design ISI markedincluding cable glands, lugs, jointing kit etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories and necessary earthwork, civil work deemed to be included in quoted rates of the above items.(n)Generic Displays.The system shall produce various generic displays automatically 27 Metering arrangements: (A)Suitable bi-directional metering arrangements with recording facility shall be provided as per the norms of WBSEDCL. The metering arrangements must have feature to measure and record, (i)Parameters of KW, KWh, KVAR, voltage, current, PF and any other metering required to determine efficiency and efficacy of the system. (B) LT 3 Phase 4 Wire Electronic Tri vector Meter with CT ratioshould be as per capacity of SPV plant. (i) Standard: IS 13779:1999 / CBIP 88 (ii) Accuracy: Class 0.5 (ii) The metering arrangement shall have inbuilt Solar PV Plant synchronisation features. (iii) Reference Voltage - 3x240 V (iv) Basic Current (Ib)- 5 A (v) Maximum continuous current (Imax) - 10 A (vi) Rated Frequency (variation) - 50Hz (±5%) 28 (vii) Power consumption:- Voltage circuit: Less than 1.5 W and 10 VA per Phase at reference voltage, reference temperature and reference frequency Current circuit: Less than 1 VA per phase at basic current, reference frequency and reference temperature (viii) Display type: 8 digit 7 segment backlit LCD display, not less than10 mm character height (ix) Display in the event of Power Failure: Internal battery back-up for LCD display (x)Communication port: Galvanically isolated Optical Communication port for data transfer through either CMRI or remote device or both is providedwith RS 485 for DLMS protocol (C) CT/PT operatedenergy meter with following features (i) True four quadrant metering (iii) Time and day metering with maximum demand registration and automatic billing (iv) LCD display with announciators for various critical events (v) Scroll lock feature for continuous display of a desired parameter on display (vi) High resolution energy display mode for dial test (vii) DLMS protocol for meter reading, with option to remote reading port. 29 (viii) Advanced event detection features for voltage, current and magnetic influence (ix) Meter reading in absence of mains, using internal battery. (x)Power Manager Device Nano type with 4 inverter support with energy monitoring, zero export control, Load Management having RS-485 communication port, ethernet including RS 485 cable core size 0.5-1.5 Sqmm to establish communication between inverters, SCADA and sensor as per OEM recommendation with and including all connectedaccessoriesdeemed to be included quoted rates.(xi) Digital WIND SPEED SENSOR withminimum 3 cup Anemometer range 0 to 70 Mtr/ Sec distance constant 2.5 Mtrs output TTL Pulses output proportional to wind speed and diameter of cup 50mm with brass housing and stainless stell shaft(xii) WIND DIRECTIONSENSOR with wind vane and sensing vain coupledto linear endlsess potentio meter IP 67, range 0-357degrees, operating temperature -40 to +60 degrees celsiuswith brass housing and stainless stell shaft and aluminium vane complete 30 (xiii) AIR TEMPERATURE SENSOR withRTD sensing element PT100 mounted inside a weather shield duly coated with weather proof reflective white paint , range -40 degree to +60 degree celsius with nylon body housingwith weather shield and brass stem to mount the sensor, includingpower requirment 5 Volt DC complete. (xiv) MODULE TEMPERATURE SENSOR Model PT 1000 measuring range -40 Degreeto + 80 Degree Celcius with suitable ouput as required and directed on site and mounting on RTD encapsulated in suitable housing including connecting cables as required complete.(xv)Tipping Bucket Rain Gauge with Magnet and Red Switch type Sensing, rim diameter 203 mm and collecting are 335 MM SQ, Rain gauge shell made up of FRP bucket and mounting made up of stainless steel SS316 and unlimted capacity,including connecting cables as required complete.(xvi)SOLAR Radition Sensor ARN 8101 with 72 element thermo pile sensor and spectral range 0.3 to 3 Micro Mtrs and sensitivity 20 Micro Volt/ W/M², range 0 to 1500W/SQM & output 0 to 25 milli Volt and operating temp -10 to 70 Degree Celsiusincluding connecting cables as required complete with all fixing arrangment and necessary civil work complete with including all connectedaccessories as per OEM recommendation/Designcomplete: 31 (L)Step up solar transformer (800 volt/11 KV)” - Design,procure,erection, installation, testing and commisioning including connecting to local utility grid :Oil filled Type 3 phase, 50 Hz, ONAN cooling type, vector group of appropriatetype, number of load voltage Ratio: number of Phases / Freq.: 3 Phase / 50 Hz., Sealed type Copper wound Transformer with Off Load Tap Changing Arrangement on HV side in steps of 2.5% , +5% to -10% having cable end boxes on HV side suitable for 3 Crore X 300 Sq. mm. XLPE cable of 11 kV grade on HT side and LV side complete with all accessories like buchholz relay, Oil temperature indication, winding temperature indication and alarm etc preferbly DMCR Protection Relay i/c first filling of filtered dehydrated K Class natural Ester Oil bioTransol (as per IS 16659) and confirming to IS 1180 and losses shall be as energyefficiency Level 3 only & 100% load phase, with an impedence of 6.25% i/c as per specification below complete in all respects as required at site. Design ambient to be considered as 50 Deg C.All the balance parameter like temp rise, Basic insulation level, flux density etc shall be strictly in accordance with IS 1180 Part - 1 only including necessary earth work, PCC plinth foundation etc.Heat Run Test is the mandotary test for each Transformer.Standard: The equipment shall conform to the latest edition of applicable standards as follows. In case of conflict between applicable standards and this specification, this specification shall govern.• IS 2026 Standard for Oil filled Transformer• IS:3639 for Fittings and Accessories• IS:2099 for Bushings > 1000 V• IS:7421 for Bushings < 1000 V• IS:1271 for Electrical Insulation classified by Thermal stability• IEC 62770 Natural Ester Oil• CBIP Guidelines 32 (xvii) CORE : Transformer shall be double wound, core type with low loss, non-ageing, high permeability PRIMEGRADE, CRGO with M4 Grade or Better, perfectly insulated and clamped to minimize noise and vibrations. Followings should be Mandatory for any manufacturer: -(a) Transformer shall be of BOLTLESS core design.(b) Core shall be purchased Directly from Manufacturer or from their accreditedMarketingorganization of Repute & not through any agent. Bidder has to submit manufacturer’s name during bidding having sufficient credential & Core has to be purchased from the approved manufacturer.(c) Stage inspection of the core shall be done at manufacturer’s premises & inspection call shall be given with following Documents: (i) Invoice of the supplier (ii) Mill’s test certificate (iii) Packing list (iv) Bill of landing & Bill of Entry certificate by customs(d) Transformer manufacturer should have in-house core cutting facilities for proper control & monitoring of quality & to avoid mixing of Prime core with Second grade /defective core materials. Transformer Manufacturer should have in-house slitting Machine so that core is cut to width & stacked with minimum air gap thus ensuring Burr level less than 10Microns.(e) Core shall be procured from one of these reputed Manufacturers : Posco / Nippon/ Novex/ Ak Steels.(f) The insulation structure for the core to bolts and core to clamp plates shall be such as to withstand a voltage of 2000V for one minute. 33 (xviii)Tank:Tank should be of corrugated wall construction type. The exterior of tank and other steel surfaces exposed to the weather shall be thoroughly cleaned and have a priming coat of zinc chromate applied. The second coat shall be of an oil and weather-resistant nature, preferably of distinct colour from the prime and finish coats. The final coat shall be of a flossy, oil and weather resisting non-fading paint of specified shade. The interior of the tank shall be cleaned by shot blasting and painting with two coats of heat resistant and oil insoluble paint.Winding:(a) Winding shall be made with 99.9% pure electrolytic grade copper, insulated with thermally upgraded paper (Insulation Class A / Conductor Turn Insulation-Class E).The HV & LV winding should be able withstand thermal and mechanical stress in the event of short circuit.(b)Winding shall be carried in dust free area(c) The completed core and coil assembly shall be dried in vacuum and shall be immediately impregnated with oil after the drying process to ensure elimination of air and moisture within the insulation.Oil type: TransformerTransformer oil shall be as per IS-335:1993. It shall be natural/synthetic ester oil. The material safety Data Sheets (MSDS) for the Transformer oil shall be submitted by the bidder along with the offer Temperature Indicator:One set of winding temperature indicators with necessary current transformer, heating coil and a detector element and one set of oil temperature indicator with maximum reading pointer shall be mounted locally so as to be readable at a standing height from ground level. Each of the above indicators shall be provided with necessary contacts for alarm and trip: (a) Oil Insulation class : K class. It should also exhibit safety against fire hazards 34 (b) Cooling : ONAN(c) Vector Group: to be decided during design.(d) Percentage Impedance (Z%) 6.25 %.(e) Transformer Losses:as per IS 1180 - Level 1(2021)(f) Taps on HV for HV variation : +5 to -10 % in steps of 2.5% each (g) Termination (HV): Cable End box for11 KV cableof suitable size(h) Termination (LV): Cable connection(j) The transformer shall be supplied with following fittings:(k) Lifting lugs and Jack lifting pad support(l) Earthing terminals - to be decided during design. 35 (M)Earthing :The complete system shall include chemical earthing of required quantity for step-up Transformer (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account in case of any dispute decision of Engr in charge will be final and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 36 IMPORTANT NOTE FOR SOLAR POWER PLANT CONTRACT (COST DEEMED TO BE INCLUDED IN QUOTED RATES :-(1) The item specification and details given are for guidance purposes only and are likely to vary with modified / higher specification than that specified in the BoQ based on detailed site survey, solar potential assessment, design approval etc keeping the quantity of Solar inverter (PCU) and Solar Transformer same as in the BoQ. The items as per the finalized and approved design and specification, including make, shall be provided by the contractor without any extra cost to the department. All makes should be as per the latest MNRE approved list of makes and models.2.Cost of preparation of DPR design vetting from NISE/MNRE approved Institute and net billing arrangement (as per WBSEDCL) is deemed to be included in the quoted rate.3.The contractor shall submit complete design of Solar power plant, Schemetic/line drawings, detailed mounting structure array layout drawings alongwith SBC report based on the soil investigation as per OEM recommendation, Single line diagram with and including project reportand connected document shall be submitted by OEM through contractor prior to commencement of the work for approval of Accepting officer and subject to the drawing and designduly vetted by IIT/NIT (for mounting structure only) and vetted by NISE/ SECIfor entire scheme of Solar Power GenerationProject including evacuation and Net Metering arrangement complete before recommendation by GE for approval of the accepting Officer. 37 (i) The scope of works involves engineering, procurement & construction (EPC) of entire Solar Power Plant of capacity 0.8 MWp.4. The entire work shall be executed directly by OEMonly through contractor and contractor has to submit the MoU with OEM (agreement period for 25 years of entire Solar Power Plant Project) prior to commencement of work and same shall be approved byGE. 5. Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain any type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore have to berepaired and made good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes for entire Solar Power Plant Project, exavation, removing, return filing, channel, any type of metal work is deemed to be included in the quoted rate. 38 6.Cost of comprehensive maintenance as per OEM recommendation alongwith cost of spare parts required during 5 years of defect liabilty period after completion of Ph-I is deemed to be included in the quoted rate.7. Bidders attention is drawn to pre-bid conferance with department and also visit the site prior to bidding and other factor required as per OEM recommendation deemed to be included in quoted rates.8. The contractor has to carryout Pre-commissioning test of solar power plant including stepup transformer by CEI/SEI. The necessary tools and plants required for inspection of the plant shall be arranged by the contractor.and costsare inclusive in quoted rates.9. Contractor needs to know the irradiance of the location at the project before quoting. The contractor will design DCR (Make in India) for entire Solar Power Plant according to irradiance of the project location and efficiency of the components to produce the desired peak value as mentioned in the schedule i.e. 800 KW output on 11 KV AC supply and inject to the proposed RMU 11 KV. 10. During the execution of work any type of damage by elephant or monkey manance, contractor is fully responsible for protection of all solar power plant equipments including connected items i.e. PV Module, Inverter etc. No claim will be sought from the department. 39 11. All SCADA related activities viz. cables till SMBS and inverter and the requisite software and hardwarefor control room shall be included in the quoted rate.12. Vegetation Growth should be controlled by use of Deweeding Chemicals deemed to be included in Quoted Rates.13. Adequate Water Storage Facility of capacity 10000 Ltrs PVC Tank 5 Layer (with guarantee of 10 years after physical completion of work) on PCC Platform including suitable foundation for cleaning of PV Modules and suitable water drainage facilitiesfor both (Rain Water and Cleaning Water) from proposed site to existing drainage chamber is deemed to be included in the quoted rate.14. Solar Transformer fed from the Inverter should not be having odd harmonics (certificate needs to be required before physical completion of work).15.The Shutdown duration of Inverter should be monitored and recorded and analyzed. 40 16. The SPV Power Plant will be capable of generating 800 kW AC Output atleast once in a year and the AC Output of the plant will be not less than 90% of initial output by the end of 10 yearsand not less than 80% of the initial output by the end of 25 years.17. The Contractor shall operate and maintain Fire Protection System and safety equipments for the entire Solar Power Plant for 10 Years and cost of the spare is deemed to be included in the quoted rates.18.The firefighting system for the proposed power plant for fire protection shall be consisting of:a) Portable fire extinguishers in the control room for fire caused by electrical short circuitsb) Sand buckets in the control roomc) The installation of Fire Extinguishers should conform to TAC regulations and BIS standards. The fire extinguishers shall be provided for control room housing, PV array installation.19.Solar Components shall not be connected to LAN, WAN, or any Internal Data/OPS nw. 41 20.Sys with Bluetooth, GSM, Wi-Fi, or any Telemetry features should be avoided, unless explicitly cleared monitored.21. Finalization Of Feasibility Report, Design, Engineering, Transportation, Storage, Insurance, Civil Works, Erection, Testing & Commissioning etc., ensuring net-billing as per state net billing policy, quality control of grid connected.22.The Comprehensive Maintenance of SPV Plant would include wear, tear, overhauling, machine breakdown, insurance and replacement of defective modules, Inverters/PCU, spares, consumables & other partsas pe OEM reocmmendation and specification for 5 (Five) years under DLP of Phase-I..23.The Contractor shall arrange technical vetting of the plant during execution by the Cyber/INT officer and training by Unit Technical Pers till defect liability stage of Phase-I. 42 24.a) An energy meter (for net-billing) shall be installed between the solar Grid-tied inverter and the building distribution board to measure gross solar AC energy production (the Solar Generation Meter). The Solar Generation Meter shall be of the same accuracy class as the DISCOM service connection meter or as specified by local regulatory requirements. Separate for two different buildings.b) The bidder must take approval/NOC from the Concerned DISCOM for the connectivity, technical feasibility, and synchronization of SPV plant (if required).c) Contractor shall be provided system software (Cloud) for data hosting of Solar Power Plant with the Government approved agency and also audited by CERT-In (Computer Emergency respose team-India) is deemed to be included in the quoted rates. 25.a) Two sets of Engineering, electrical drawings, and Installation and O&M manuals are to be supplied. Bidders shall provide complete technical datasheets for each equipment giving details of the specifications along with make/makes in their bid along with the basic design of the power plant and power evacuation, synchronization, along with protection equipment is deemed to be included in the quoted rates. 43 b) All test and calibration certificates, wherever applicable.26. The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.27. (a) The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.(b) The contractor will carry out fortnightly, monthly, quarterly and annual maintenance as per Proforma of Appendix here-in-after respectively. In case the contractor fails to carry out the above maintenance following penalty per Solar will be imposed. 44 (i) Not carrying out maintenance fortnightly- Rs 2500.00(ii) Not carrying out maintenance Monthly- Rs 5000.00(iii) Not carrying out maintenance quarterly- Rs 7000.00(iv) Not carrying out maintenance annually - Rs 10000.00(c) The Contractor shall be responsible for ensuring production of 800 kW AC output of electricity at the injection point of RMU atleast once in a year from the SPV plant. In case the output is less than 800 kW AC unit, it will be deemed as under-designed plant. The contractor will be responsible for making good the shortfall by repair / replacement of the SPV Plant free of cost. Delay in this regard will attract monetary penalty to be amounted for the period wef very next day of the completion of Phase-I to the date of completion of rectification / replacement by multiplying the maximum value of units less generated than 800 kW AC for every day with the prevailing rate of electricity tariff of WBSEDCL Rate of electricity in West Bengal is Rs 6.52 per unit as in Sep 2025.(d) Maintenance and supervision shall be done by trained men for the safe operation of Solar’s contractor shall carry out fortnightly servicing including adjustment lubrication, repair of replacement fo parts if necessary. In addition to fortnightly servicing contractor’s senior mechanic of foreman shall carryout the inspection as per maintenance schedule and make necessary entries in the proforma attached here-in-after duly signed by Contractor & Engg-in-Charge as applicable kept in the switch room for this purpose. It will be the responsibility of the contractor to see that the maintenance schedule book is maintained properly by their senior mechanic or foreman. They shall promptly attend and call back & shall not be kept pending for more than 4 hours unless it has the prior approval of the Garrison Engineer. 45 (e) For any repairs/ replacement of Solar the contractor shall always be aware of time factor following are the fixed time (including Sunday/Holiday) for repair/replacement of parts/components/ accessories which shall be adhered to :- (i) Minor repair/ replacement- 4 hours (ii) Major repair/ replacement - 1day(f) The decision of the GE regarding Minor/Major repair shall be final conclusive and binding. In case of failure on the part of the contractor to keep the solar’s in running condition within the stipulated period mentioned in above the contractor is to pay penalty charges as mentioned below subject maximum of 10% of the total contract value and after that measurement will not be considered for the same defective Solar till it is in satisfactory working condition :-(i)Upto 12 hours @ 2000/-(ii) Above 12 Hours and up to 24 hours @ 5000/-.28. RFID Tag scanner of reputed make shall be provided by the contractor is deemed to be included in the quoted rates.29. Existing Room at 33 KV Switch Yard shall be used for SCADA/ Solar equipment/Control Room. 46 30. Surface preparation and laying of light yellow/white coloured interlocking tiles of appropriate thickness under the whole area of PV module array to make a reflecting surface for bifacial Solar PV module alongwith periodical water sprinkling arrangement for cooling of interlocking tiles is deemed to be included in the quoted rates. 31.The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes /LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines is deemed to be included in the quoted rates. Earth resistance shall not be more than 3 Ohms .32. The mounting steel structure shall be as per IS 2061-1992 and galvanizing as per IS 4759 and should withstand WIND Load as per relevant IS Code/NBC.33.Soil Stabliztion testing certificate needs to be required before completion of physical completion of work (Phase-I) so that the performance of the PV Plant is not affected in Highly Soiled areas for minimum 25 years. 47 34. M&O (Phase-II) should be finalize at the planning stage itself. The important point are as under:- (a) The thermal imaging of pv panel should be taken once a year for checking its health including hot spots.(b) The cleaning cycle of panel should be fixed as per the ratio of short circuit current falling below 0.9. The cleaning provision shoul be made available before evacuating the power.(c) The shutdown duration of inverter should be monitored and recorded and analyzed 48 Supplying, Installation, Testing & Commissioning including design, manufacture and testing at works of indoor type , IP 4X ,floor mounted metal clad, 11 KV VCB panel board totally enclosed & fully interlocked, Horizontal drawout, Horizontal isolation type breaker as per IEC-62271-100/200, as amended up to date and additional specifications, having capacities as mentioned below, single break, trip free mechanism, motor charged and manually/electrically closing breaker suitable for use on 11 KV,3 Phase, 50Hz A.C. supply with STC 25 KA for 3 Sec.Internal Arc for AFLR 25kA at rated voltage for 0.1s at individual compartments i.e. Busbar, VCB and cable compartment.complete with self contained, fully interlocked, rack in and rack out mechanism, air insulated and encapsulated copper bus bars of 800 Amps capacity, breaker featured with mechanical ON/OFF indicator with hand trip device, spring release coil, shunt trip coil and auxiliary switch of 8 NO + 8 NC andequipped with following switch gears and accessories.The panel shall be complete with following switchgear and accessories. The structure of the switchgear must be fabricated using steel sheets coatedwith Alu-Zinc (Aluminium Zinc alloy)/PRINTED CRCA All major sub-components (switchgear, relays, meter & vacuum interrupters) shall be of same make. VCB and vacuum interrupters shall be designed for 100 short circuit operations at full short circuit of 25KA. Breaker shall be roll on floor type/ CASSET TYPE. Separate earthing truck shall be required for each bus earthing & cable earthing. Earthing truck shall be so designed that it is impossible to earth a live. It shall be provided with capacitive voltage divider and complete with audio visual annunciation, one for each panel. Item Continued as 2.01 to 2.04 49 INCOMINGS & Outgoing VCBs :Type : Air insulated VCB, autoreclosing, system voltage :- 11kV + 5%, 50 Hz+ 5%, 3 phase, rated voltage : 12kV, rated current : 800A in 40 ° C ambient, Short time rating for 3 sec : 26.3 kA, Short Circuit Making Current : 65 kA, insulation level (PF rms/ impulse peak) : 35 kA/75kA, System Ground : Solidly Earthed,Duty Cycle : 0 - 0.3 sec - CO - 3 min - CO, Break/ Make time :- Not more than 5 Cycle, Range for Auxiliary voltage for Closing / Tripping / Spring Charging : 85-110%/ 70-110%/85-110%. of rated voltage. The VCB must withstand 10000 mechanical, & 100 at rated short circuit current. The breakers should have auxiliary contact 6 No+ 6 NC, in minimum. The used Breakers will comply with IEC 62271/ IS 13118. Qty. - 3 Nos (1 no Incomer & 1 outgoings)Busbar: Rated Current : 800A @ 40°C ambient, Material : Silver Plated /Tined , High conductivity elecrolytic Copper Bus Bar sleeve :Heat Shrinkable PVC Sleeve with joints having full voltage soft PVC shroude Short time rating for 1sec :26.3kA -1 setCurrent Transformer:Voltage class: As specified in Circuit breaker ; Type: cast resin type, Dual core, Dual Ratio , Barden :10VA; Class insulation : Class E or better . Protection core: 5P10, Metering : 1.0 , Short time rating for 1 sec :26.3kA Ratio :300-150/1-1, 7 setsBus Potential Transformer: Rated Voltage : Primary - 11000 / ✓3 , Sec -110✓3; Type : Cast resin , draw out type, 3- phase , 3-limb complete with HV fuses . Barden : 100VA per phase ; Class of insulation : Class F or Better , Accuracy Class: 1.0;Rated Voltage factor : 1.2 continuous, 1.5 for 30 Secs. PT shouldbe drawnout type and serivce continuously shall be indepandent of Breaker trolly position...1set 50 Relay for Control & Protection: Numerical Type IDMT Relay (50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Additionally, condition monitoring CB wear, condition monitoring CT supervision, disturbance recorder, undervoltage & over voltage protection, trip circuit supervisioncan be measured through the relay. The device shall support webserver/web HMI through which we can monitor and control the relays over a ethernet Lan network. Licenses for theprogramming software shall be provided free of cost.The numerical relay shall have large mimic-based LCD screen display . .The relay shall have 8 Digital inputs and 8 Digital Outputs and one additional watchdog ouput.The device has to aloe controlling of min. six objects (circuit breakers, disconnectors and grounding switches). Controlling has to be done by “select-execute” or “direct control” principle. Controlling has to be possible by: through local HMI, remote communication, via digital input or via function key. Events has to be readable to SCADA systems, front panel or by setting software.The sample rate of the recording has to settable to 32samples/cycle.The devices shall provide storage up to events 2000 based on the resolution.The device shall support following communication protocols: Native IEC 61850 ed1 & ed2, Modbus TCP. The IEC 61850 communication has to support peer to peer communication (GOOSE) if requiredThe IEC 61850 interface must be able to configure through setting software. Also the same setting software has to be able to generate ICD filesThe device shall have KEMA IEC61850 edition 2 certificates - 3 sets. High Speed Master Trip relay VAX31- 3 Set, Ttrip circuit supervision relay-VAJH13-3 set6 Window Annunciation Facia . with ACCEPT, RESET & TEST Push Button - 3 set . Auxillary relay for Transmission faults (VAA33)- - 3 Set 51 Metering: Meters: 1-NosUL&CE Multifunction Digital meter displaying Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.Temperature Monitoring Sensor for the Three Phases of Incomer VCB Panel :Supply, installation, testing & commissioning ofthermal monitoring system to be provided to detect abnormal temperatures due to faulty connections and to prevent equipment B19damage. The switchgear shall have wireless temperature measurement sensors at all critical points:(a) 3 nos. foreach phase at incoming side cable joints The wireless temperature sensors installed on conductors shall be :(i) Installed with direct contact to hot point, to achieve accuracy of +/- 2°C(ii) Self-power (no auxiliary supply, no battery)(a) communicate wirelessly(c) Operate from -25°C to 125 °CThe system shall allow 2 configurable thresholds (pre-alarm and alarm). This system shall have integrated algorithms enabling to anticipate as early as possible an abnormal temperature, before damage occur (strong predictive capacity) and generate alarm through SCADA/monitoring software. Thermal sensor shall beself powered by the network current. Temperature data is sent via Zigbee wireless communication to provide high performance and accurate thermal monitoring. The sensor is secured to the connection point and is in direct contact with the measured point. Smartphones or tablets (with a Zigbee communication dongle) can be used with our Thermal Connect mobile application to scan data locally and can replace the need of periodic infrared scanning. Thermal sensors should comply to following standards:1 EN/IEC 61010,2010 2. UL 61010-12, 20123. ETSI EN 300238, 2012 V1.0.1 4. IEEE 802.15.4, 2013 52 Power Pack shall be with 220Volt AC Input & 24 volt DC continuous output suitable for closing /tripping indication of HT panel boards with 2nos 12Volt 100AH maintenance free batteries, chatging unit for trip system complete with suitable capacity dogital MFM connections with 2.5sq mm FRLS inaulated copper conductor cable etc as required.-4 set.The 11 KV HT Switchboard of 1 panel,shall bewith all accessories, interconnections,internal wiring, labels, space heaters etc. complete as required.3 panels shall be mechanically interlocked in such a way that only one operates at a time and multifunctional digital meters shall be interconnected and programmed in such a way that total consumption will come in one meter summating both of them.Note: 1. Quotated rates shall be inclusive of construction of foundation for the installation of VCB as per OEM drawing.2. The equipment shall be tested by SEI post sucessful installtion and report shall be submitted to this office. 53 Design, Manufacturing, Supply, Installation, Testing and Commissioning of 3 way 12 kV rated Ring Main Unit ofwith Fault Level 21KA 3 sec internal ARC 1 sec for tank and cable box , consisiting of 630A12 kV rated , 2 nos motorized type VCB as incomers & 1 load break switch as outgoings with metering modules along with necessary Earth Switches,battery and battery charger for shunt trip arrangement andMotor and other auxiliary circuit operation, HT CopperBus bar with current density not more than 1.6A/sq. mm as per detailed description as follows: RMU Construction: The switchgear and busbar shall all be contained in a stainless steel enclosure filled with SF6 at 0.3 bar (300 hPa) relative pressure to ensure the insulation and breaking functions. Sealed for life, the enclosure shall meet the sealed pressure system criterion in accordance with the IEC 62271-1 standard (§ 3.6.5.4): a volume for which no further gas processing is required during its entire expected life”. In addition, manufacturer shall confirm that maximum leakage rate is lower than 0,1 % / year. It shall provide full insulation, making the switchgear insensitive to the environment (temporary flooding, high humidity...), IP67 degrees of protection in accordance with recommendation IEC 60529 § 14.2.7. No SF6 gas handling required at site. Thus assembled, the active parts of the switchgear shall be maintenance-free and the switchboard shall be low-maintenance. The switchgear operating mechanism shall have an IP2X protection and cable chamber shall be IP55, Over all IP protection shall be IP55 . The tank shall be made of at least 2mm unpainted stainless steel. Item Continued as 3.01 to 3.05 54 VCB is the preferred dielectric medium for MV RMUs. Oil filled switchgear will not be considered. RMU shall be in accordance with IEC 60376.Any accidental overpressure inside the sealed chamber will be limited by the opening of a pressure limiting device in the lower part of the enclosure. Gas will be released to the rear or the bottom of the switchboard away from the operator and internal arc tested for both cable and tank for 21KA 1sec AFLR with test conducted with minimum 3 functions TankNumber of mechanical operations of Circuit breaker 2000 O/C , Number of electrical operations at full loop current for LBS: 100 O/C , Number of electrical operations at full loop current for CB: 2000 O/C,. Manufacturer shall provide type test report to prove compliance with IEC 62271-200 Annex A, Internal arc classification class AFL with 21kA 1s for the enclosure. Make of the RMU, vaccum intrtupter , relay & meter shall be of same OEM. All the test certificate shall be in the name of the OEM only . If there is any name change / acquisition by other OEM happened for the RMU then test cerificates shall contain the new OEM name only.HT System : 3 phase -3 wire , HT Fault level21 kA, Power System earthing - solindly earthed at up stream source, HT Copper Bus with Short Time Curent rating 21 kA for 1 Sec ( 3Sec), Continuous current rating at least 630 A. tank and cable chamberof RMU must be IAC rated for 21 kA for 1 Sec AFLR. Design ambient to be considered as 40 Deg C.HT Circuit Breaker :(i) There shall be 1nos.load break switches as incomings and 2 nos 12 kV rated VCBas outgoing ( total 3 nos.) . The circuit breakers shall be fixed type. All of the switchgear shall be capable of withstanding this current without any damage being caused, in accordance with the recommendations IEC 62271-1 and IEC 62271-200.Loss of service continuity class: LSC2(ii) The Circuit Breaker must be rated for 12 kV ( nominal Voltage), 28 kV/75 kVp ,3 Phase, 50 Hz, Short Circuit Fault Level of 21 kA for 3 sec. 55 (iii) No. Of Close Coils - 01 no. operable at 24 V DC (85% - 110%)/ Spring Assited Closing, No. of Trip Coils - 01 nos. ,operabale at 24 V DC ( 70% - 110%) for shunt trip.(iv) Provision for supervision of the shunt Trip Circuits for the Trip Coils to be provided. (v)Switchgear classification: PM class(vi) Loss of service continuity class: LSC2(vii) Duty Cycle : O – 3min – CO – 3min – CO, Vacuum Circuit breaker shall be of M1, E2, C1 duty and capable for minimum 50 short circuit breaking operation at full short circuit level.(viii) STC rating 21 kA for 3 Sec (for Vacuum Interrupter).(ix)Vacuum Interruptor must be hermetically sealed and must comply IEC 60056 ( along with latest amendments). Vaccum interrupter shall be of same make as RMU(x)Circuit Breaker to be equipped with Suitable tripping arrangement with push button, Mechanical counter to assess the total number of operations of the breaker, Mechanical ON / OFF indicator, Auxiliary switches, Auxiliary Contacts( at least 2 NO + 2 NC of Class 2 category), Emergency trip push button.(xi) The Operating mechanism shall be spring charged motor operated/ spring assisted as per OEM type tested design type with Spring Charge Universal motor operable on 24 V DC / 230 V AC.(xii)Suitable monitoring of Bircuit Breaker status ( ON, OFF, Trip, CB Spring charged if applicable), Trip Circuit Healthy / Unhealthy, DC healthy/unhealthyto be provided using (xiii) Voltage Presence Indicator shall be provided against each HT circuit ( against each VCB) on line side for knowing the presence of line enerzisation status.(xiv)Number of Mechanical operations at full rated current for breaker: 2000 O/C 56 HT CT /PT : Load Break Switch - 11 KV, 630A, 21KA for 3sec Motorized Load break switch; with built in line side manual earth switch. Earthing should be completed within 2 operations only(i.e 1. Main switch - OFF, 2. Earth switch - ON). LBS shall have 3 positions, open or disconnected, closed and earthed, and will be constructed in such a way that interlocking prevents unauthorized operations. For earth switch, manual opening and closing will be driven by a fast-acting /snap action mechanism, independent of operator action. LBS and earth switch shall have a min of 1000 (M1) mechanical operations ,and 5 nos closing operations at rated SC current. LBS should have 100 electrical operations at rated current. LBS & Earth Switch should have separate apertures for operation.i) One set of 03 nos. ( for 3 phases) dual core Cast Resin CTs for Eachincomer VCBcomplying with IEC:60185 & IS 2705 ( along with latest amendments) , Core -1 - 400-200/1 A , 2.5 VA, Cl 0.5 for metering ; Core-2 - 400-200/1 A, 2.5 VA , 5P10 for Protection.ii) 01 no. of 03 phase Dual Core PT forHT bus ( 11 kV)with protection HRC fuseCore 1- 11kV /√3 / 110V/√3, Cl 0.5s, 50VACore 2- 11kV /√3 / 110V/3, Cl 3P, 50VA(iii) Multifunction Meter:2 Nos. 3 phaseDigital Multifunction Meter6400NGwith Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.for each VCB panel ( 96 mm x 96 mm) , Flush mounted, Class 1 conforming to IEC 62053-22 ( along with latest amendments). 57 Protection Relay: (i) 2 Nos. of Numerical Type Self-powered IDMT Relay(50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Relay should communicate on Modbus RS-485.(ii) Each VCB must have separate Anti Pumping Relay / Antipumping feature through motorization circuit.Fault Passageindicator: The FPI shall facilitate quick detection of faulty section of line. The fault indication may be on the basis of monitoring fault current flow through the device. The FPI should be self-powered and should have internal lithium battery for external indication and setting of FPI in the absence of current.The FPIs shall include: Fault detection - Phase to phase and Phase to earth faults.One potential- free output contacts for hardwiring to RTUs. On this basis, the SCADA/DMS will be able to monitor phase / earth fault condition.Local fault indications - LCD display on FPI front panel along with LED indication on front panel of RMU enclosure.Multiple reset option : End of time delay (Adjustable from 2 to 16 Hrs)Remote reset (Via potential free input contact of FPI)Manual reset (Reset button on front panel of FPI)Automatic reset on current restoration.The characteristics of the FPIs shall include: Phase fault thresholds configurable from at least 100 to 800 A,Earth fault thresholds configurable from at least 20 to 200 AMultiple number of steps for adjusting phase and earth fault thresholds. Fault current duration range configurable from at least 40 ms to 100 ms in 20 ms steps and further 100 ms to 300 ms in 50 ms steps. Variations with respect to these characteristics may be acceptable as long as they prove applicable and provide the same or better flexibility. 58 EARTHING : The cables shall be earthed by an earthing switch with short-circuit making capacity, in compliance with IEC 62271-102 standard. The earthing switch can only be operated when the switch is open. The switch and earthing switch operating mechanism shall have a mechanical endurance of at least 1000 operations. Integrated line side Earth switches shall be provided in each HT Circuit. ( against each VCB)RMU Bushing & Cable Termination: It is preferable to have all bushings accessible from the front of the RMU. Bushings along the sides or the rear of the RMU are not acceptable.For each cable compartment, the bushing shall be at the same height in order to facilitate a possible reversal of the cables. The bushing should be conveniently located for working with cables specified and allow for the termination of these cables: - 630 A M16 bolted connectors for switch-disconnectors and vacuum circuit breakers functions.The profiles of the cable connection bushings shall be in compliance with IEC-60137 standard. Cable clamps:A cable clamp arrangement must be provided for all network cables terminated on the RMU.Provision for Cable Entry: There shall be suitable provsion for Cable entry from bottom through 3 mm thick CRCA steel thick detachable gland plate along with provision for termination of 2 runs of 3 c X 300 Sq mm 11 kV (E ) , XLPE insulated Aluminium Cables (for HT side) and at LT side runs of cables matching with outgoing MCCB current rating.Note: (i) Quotated rates shall be inclusive of foundation for the installation of VCB as per OEM drawing.(ii) The equipment shall be tested by SEIaftersuccessful installtion and report shall be submitted to this office and cost deemed to inclusive in qoated rates 59 M&L for water proof, 3 core PVC insulated and PVC sheathed, copper conductor cable of size 1.5 sqmm, 1100 Volts grade including PVC conduits properly fixed on steel poles using GI wire for electrical connection of street light fittings, complete all as specified and directed. 60 Supply and fixing junction box having protection dust proof, acid resistant, shock proof, fire retardent self extinguisher for outside installation with knockout entry for cable of size 10 - 25 sqmm andminimum size 295x195x95 mm with terminals, with and includingbrackets for street light pole mounting andone 6A MCB SP complete all as specified and directed. 61 M&L for Advanceencapsulated compound based Chemical earthing CPRI tesed maintenance free , pipein -pipe technology upgraded(Zinc & Alloy coated). , Zinc & Alloy coated (80 -100) microns with pure zinc (99.9%) & Alloy coating (200-250) microns. Earthing system conforming IS 3034. The outer and inner pipe should be 76.2 mm and 41.9 mm dia respectively of3 mtrs long zinc coated with additional special alloy coating 300 mm on top side for additional protection of the terminal . The annular space between the pipes to be filled up with Compactfill (CF) (Crystalline Conductive) mixture which should bemachine pressed in the pipes not disintegrate or collapse when outer pipe corrodes . The inner pipe should be extended with terminals for connectivity.The job includes digging the pitsin any type of hard densesoilof min size 1000 X 1000 X 3050 mm depth taking out excavated soil, lowering/ placing thethe pipe in pipe earth electrode in pit in center ,filling of pure conductolite back filling compound (BFC Conductolite) having excellent moisture retaining capacity in 300 mm around the electrode(minimum 4 bags of 25 KG per pit per unit) or more qty of backfillcompoundas required to fill around the the elctrode in 300 mmin circumfrance of electrode . Contractor has to fill the remaining portion of pit withlow resistivity soil (agriculture soil) free from stones etcs, to be bring from out side defence landas the soil resistivity ofStn is very high and mixed with min 3 Bags of 50 Kg each of Bantonide clay. The BFC should be eco friendly it should not contain envernmently hazardous material/metal having ROHS certification from NABL accredited lab.The earth pit should be provided with a FRP earth pit cover for protection and safe guard of terminals. The material of earth electrodeshould have good electrical conductivity & anti corrosion property in wide range of soil conditions. The job also include M & L for in PCC(1:3:6) typeC-1 around the FRP cover for support and foundation and colouring the PCC work withdesired colour.completeall as specified and directed. Item Continued as 6.01 62 Note : (i) Design of earth electrode should be of pipein-pipetechnology .(ii) Contractor have to submit literature of earth electrode and get the make approved of GE before procurement.(iii) The earth electrode shall be CPRI tested to withstand short current test for 60kA rms for 1.0 second and 150kA for peak current.(iv) Contarctor has to fill pure back fill compound conductolite all around the earth electrodein 300 mm bore up to full depth of bore.(v) Contractor shall refill the pit with low resistivity soil (agriculature soil ) free fron stone etc and mixed with 06 bags of Bentonite of 25 Kg each to achive the low resistance values. (vi) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection. This Earthing System used for VCB and RMU only. For Solar Power Plant Earthing System is already deemed to be included in quoted rates.(vii) Necessary cost of repair to plinth protection and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 6 x Bags of bentonidedeemed to be included in the item rate.(viii) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work. 63 SAFETY EQUIPMENTSSupply and fixing Rubber hand gloves suitable for 11 KVas per OEM recommendationcomplete all as specified and directed. 64 S&F for glass framed Shock treatment chart both in Hindi & Englishand connected accessoriescomplete all as specified and directed. 65 S&F for dry powder chemical type 4.5 kg fire extinguiser with clamps and connectedaccessories ISI Marked complete all as specified and directed. 66 S&F for single line diagram, schematic diagrams etc. of A1 size on suitable Aluminium sheet including lamination etc. as required as per OEM recommendationcomplete all as specified and directed. 67 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. 68 Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation, manholes, laying of UG cables/pipes etc. not exceeding 10 Sq.m on plan and getting out in soft/loose or any type of soil complete all as specified and directed. 69 Removing excavated material (soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. 70 Returning filling in, soft/looseor any type of soil including spreading leveling watering and ramming complete all as specified and directed. 71 Excavation in post holes (or similar holes) in soft/loose soil each n.exc 0.50 cum, getting out,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface all as specified & as directed. 72 M&L for RCC M-20, design mix (using 20mm graded crushed stone aggregate), including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 73 M&L for steel tubular swaged poles complete with cast iron base plate, finial taper plugs, bolts, nuts & screws as specified type 410 SP-31, 9.0 meter longinclusive of two coats of aluminium paint over one primer coat of red oxide zinc chrome primer including preparation of surfaces complete all as specified and directed.NOTE : (a) The poles shall confirm to IS - 2713 & each component pipe shall be ISI Marked & confirm to IS - 1161. (b) Necessary earthwork, PCC etc. shall be measured & paid separately under relevant items of work. 74 S & F LED Street lights nominal power 90 Watt, LED of Make Osram; Bridgelux ; Philips; Nicha; Cree; Samsung, LED wattage of minimum 3 watt each and Maximum 5 watt each, operational voltage of 170 volts to 270 volts, frequency of 50 Hz, lumen efficacy of minimum 120 lumens per watt, built-in integrated electronic LED driver, output open /short circuit protection, phase to phase protection, over voltage protection, surge voltage protection upto 4 KVs, protection grade IP 66, CRI greater than 80%, CW available CCT of 5700K, power factor of minimum 0.95, pressure die-cast aluminium alloy housing with polyester powder coated metallic silver finish after phosphochromate treatment, life span of minimum 50000 working hourswith IK10 and L70 on including fixing at any height and including wiring using three core PVC insulated, PVC sheathed, flexible stranded copper conductor FR-LSH cables suitable for outdoor use, 1.5 sqmm as per IS 694: 2010 complete all as specified and as directed.(i) If connection.cable from pole Juction box to street light and street light bracket up to 2 mtrs be included and measured in unit rate item, Beyond 2 mtrs of length to be paid seperately under respective items.(ii)At location where street lights/flood light are connected through overhead conductor, connection cable from light fitting to overhead conductor is deemed to be incl in the item rate. (iii) All LED street light/flood lights shall be properly connected with earth dolly provided with fittings and steel poles earth bolt.(iv)All LED lights have replacement warranty of 5 years from the date of completion of the contract accordingly condition 46 of GCC (IAFW-2249) shall be amended to extent mention above. Contractor has to submittwarranty certificate from manufacturer . Payment of light fitting will be released after receipt of 3 year replacement warranty certificate from manufacturer.(v) The LED lights will replaced bythe contractor free of cost in the case of manufacturing defects and Failure due to electrical impact if not connected properly with earth. Hence it is contractor responsibility to connect the light fitting earth wire and shall be grounded properly.(vi) The contractor shall submit the surge protection certificate and Type test certificate LM 79, LM 80 for luminaries from LED manufactutre. 75 M&L for Cement concrete (1:4:8) type D2, (Using 40mm graded crushed stone aggregate) as in foundations of poles and stay, filling and mass concrete complete all as specified and directed. 76 M&L for plain cement concrete (1:3:6), type-C2 (40mm graded crushed stone aggregate) as in foundation, filling and mass-concrete, coping etc for pole foundationwith and including necessary formwork complete all as specified and directed. 77 M&L PCC (1:2:4) type B2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and copingwith and including necessary formwork complete all as specified and directed. 78 Material & labour for earthing complete with copper earth plate electrode 600 mm x 600 mm x 3.15 mm thick burried directly in ground (Earth pit not less than 4 mtr deep below ground level) with top edge of the plate not less than 3.25 mtrbelow ground level connected to copper strip 20 x 3.15 mm as earth lead by brass nut bolts washer including brazing the copper strip with copper plate as shown in electrical plate No 3 connected to earth test point including necessary excavation for earth pitin hard dense soil, rocky / disintergate rock, filling charcoal and salt around the plate in layers , filling the pit with low resistivity agriculture soil free from stones, to be bring from out side defence land and mixed with Bentonite , (4 bags of 25 Kg each ), construction ofinspection pit ( earth pit chamber) of brick work of size 600 x 600 x 600 mmwith PCC copping of 1 :1.5: 3, 12.5 mm aggregate A1 with MS sheet 2.8 mm plate cover on frame ofangle iron of size 40 x 40 x 5 mm with , wire mess, funnel, test point, 40 mm dia GI protection pipelightgrade and20 mm GI peforated pipefor wateringetc complete and testing on completion. The electrode and lead shall be of copper all as specified and directed by Engr-in-charge (Copper strip upto 7.5 RM will be included in the item rate and copper strip beyond 7.5 RM will be measured seperately Item Continued as 22.01 79 NOTE :-(i) Contractor shall uselow reisistivity fresh agriculture soil , mixed with 4 x Bags of bentoniteclay of 25 Kg each for refillingthe pit to achive the desired resistance.(ii) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection(iii) Necessary cost of repair to plinth protection as per existing specification and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 3 x Bags of bentonitedeemed to be included in the item rate.(iv) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work.(v) Contractor has to submit test report of earthing after completing the earthing.(vi) Bentonite clay should be Conf to IS 6186: 1986.(vii) The cost ofCopper strip of size 20X3.15 mm from top of earth plate upto 7.5 meter above ground level is deemed to be included in the unit rate of above item.and copper strip beyond 7.5 RM will be measured seperately.(viii). All the joints in copper strip and connection with Earth Plate to be welded through brazing and in addition by proving brass nut bolt and washer are deemed to be included in the unit rate. (ix) Cost of brazing / welding and nut bolts are deemed to be included in the unit rate. (x) Cost includes removal of excavated soil upto a distance of 100 mtrs. 80 Supply and fixing copper strip of size 20 x 3.15mm as earth continuity conductor or main earthing lead fixed on V typeporcelain insulator, 4 BM, heavy duty ( ceramic bus bar supportinsulator off whitecolour ofsuitable for mounting strip of 20 mm wide x 3.15 min thick) saddle to wall, buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 20 x 3.15 mm copper strip brazingto each joints and connected with by providingbrassnut boltsand washer including test point all as specified and directed by Engr in Charge. Note : Insulators shall be provided on every 50 cm. (Minimum 2 x insulators to be provided in every 1 x metre of strip and rate of the same deemed to included in quoated rates) 81 M&L sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 230mm spreding thickness and consolidated (punned) upto 180mm thickness, complete all as specified and directed. 82 Supplying and laying un-reinforced precast concrete cable cover, class HV, type 1 with peak, size 300mm x 180mm x 40mm complete all as specified and as directed. 83 M&L for GI pipe 100 mm bore, light grade with all fittings and fixtures (ISI Marked), laid in trenches, under road or fixing on wall/ pole /crossing drain /nallah etc. of bore complete all as specified and directed. 84 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 85 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 86 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 87 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 88 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 32 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 89 S&F for 63mm (OD) PP-R Gate valves (brass insert)and connected acessories complete all as specified and as directed. 90 S&F for 32mm (OD) PP-R Gate valves (brass insert) nd connected acessories complete all as specified and as directed. 91 M&L for hard core of gauge not exceeding 63mm with broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed. 92 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 93 S&F for RCC pipes of 600 mm dia, NP-2 laid and jointed complete with collars complete all as specified and directed. 94 S&F for 250mm bore Flue pipes of mild steel sheet, black, in suitable lengths as approved by GE and fixed to walls complete all as specified and directed. 95 M&L for Brickwork with fly ash bricks (modular bricks ), straight or curved on plan exc 6m mean radius, built in cement mortar(1:6) complete all as specified and directed. 96 Material and labour for plastering 15 mm thick (in two coats of 10 mm and 5 mm thick) on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound will be deemed to included in qoated rates. 97 M&L for applying three coats of white wash on newly plastered wall surfaces including preparation of surface complete all as specified and directed. 98 S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. Wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed. 99 S & F hot rolled medium and high tensile structural steel of grade E165 as per IS 15911: 2010 as in framed work such as grills, grating, etc., with ends of bars of shouldered and/or riveted, or forged into spikes, framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework water tanks and similar work complete all as specified and directed by Engineer-in-charge. 100 S&F flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 101 S&F MS screw bolt (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc. 5 cm and n. exc 10 cm long, diameter of neck 5 to 10 mm complete all as specified and directed. 102 Supply and fixinggalvanized steel chain link fence fabric of mesh size as approved , made out of 4 mm nominal dia of mesh wireconforming to IS 2712-2003 and having zinc coating of type heavy as laid down in IS-4826 including line wires/ binding complete all as specified and as directed(A Board of Officers under the orders of GE shall be convened to ascertain the weight per square metre of galvanized steel wire chain link fencing brought at site by the contractor against each lot of materials). 103 S&F 10mm round bars Fe-410-W (Gde-250) quality-A or Fe-290-(Gde-E-165) as in stiffner to hold the chain link fencing fixed with angle iron post inclucinding necessary welding and fixing arrangement at ends complete all as specified and directed . 104 S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steelpins, etc. complete all as specified and directed . 105 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 106 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface not exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 107 Materials and Labour for reinforced cement concrete M-20design mixin columns; pillars; piers; posts; struts etc,complete all as specified and directed. 108 S&F for Mild steel TMT bars 10mm dia and over, conforming to Fe 500 D, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 109 S & F for mild steel TMT bars 6 to 8 mm dia, conforming to Fe 500 D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, stirup,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 110 M&L for construction of valve chamber with MS sheet cover 3mm thick with angle iron) frame of size 50 x 50 x 6mm and locking arrangements including painting one coat of primer followed by two coats of black sysnthetic paint including excvation and earth work in any type of soil,PCC (1:4:8) type D2 in foundation ,PCC benching 1:2;4 type B-1 ,PCC (1:5:8) block masonry 20 cm thick in cement mortor (1:6),10 mm thick plastering in CM 1:4 ,PCC bed in (1:3:6) and coping 50mm hick in cement concrete 1:2:4 type B1 using 20mm stone aggregate including necessary formwork,paintin one coat of red oxide and two coats of bituminious black paint on all steel surfaces as specified and as directed of sizes 800mm x 800mm x800mm (internnal dimensions) complete all as specified and as directed. 111 Sch A Part-II (Phase-II) 112 Providing Services for Manning and Operation of Solar Power Plant 0.8 MWp near 33 KV receiving stationat Sevoke Mil Station for FIRST YEAR after completion of Ph-I of the subject work with oneskilledcategory Electricianhaving certificate of Surya Mitra from NISE) for twoshifts of 8 hour, one helper (semi-skilled category) in two shift of 8 hrs eachcontinuous operation (including Sunday/Holiday) to maintain sub station in/out side Panels, Invertor, DC junction box, VCB as specified, including daily and weekly check up including cleaning of PV modules complete with suitable cleaning cloths etc , upkeeping the installation operational and in health condition, having own conveyance and communication system like mobile etc. complete, for Solar Power Plant with all minor consumable and expendable items and labour and tools for smooth and efficient operation complete all as specified and directed by Engineer-in-Charge. Make of spare parts / equipments of the Solar Power Plant :- Same as installed in the preceding phase of the work.Repair or replacement ofdefective components or spare parts will be carried out free of cost under DLP and comprehensive Maintenance as per OEM recommendation up to DLP period included in BOQ item No. 1.00. The Contractor may submit his claim for every months on pro-rata basis subject to condition 64 of IAFW-2249 (General Conditions of Contracts)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 17,92,949.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. Item Continued as 56.02 to 56.06 113 NOTES :- In addition to and Manning, Operation and Maintenance of Solar Power Plant, the following works will also be carried out by deputing addl manpower where required, to the entire satisfaction of Engr-in-Charge.(a) Minor repairs and preventive maintenance required to ensure serviceability and efficiency of complete MRS complex including supply of HT 11 KV fuse wire of proper sizeand minor spares such as nut, bolts, spring, lock nut of VCB/OCB as per sample, broom, duster, grass cutting tools, phawara, pick axes for cleaning/grass cutting of complete at Sub Stn Complex. 114 (b) Record of activities such as voltage / current / PF / Energy consumed / temp of transformers, break downs, day to day maintenance of Solar PV Plant etc.(c) The contractor shall ensure that all safety precautions are strictly exercised by the staff employed by him.Adherance to IE rules and statutory rules in vogue must be ensured.The contractor shall be fully responsible for any mishap that occurs due to any fault of the employee or due to non adherance of safety norms.(d) Record of activities such as attendance register, duty roster, pay distribution register of the whole staff employed by the contractor.(e) The electrician staff employed by the contractor shall be ITI holder with four years experience. 115 (g) Security lights within the complex will be operate by the tenderer. (h) The under mentioned tool kitwill be provided at site with person on duty :-(i) Electrician tool kit such as screw driver set, tester, test lamp, cutting plier, insulation tape, fuse wire of required size. (ii) Tongue tester(iii) HT megger(iv) First aid box (v) Shock treatment chart duly framed(vi) 33 and 11 KV Hand gloves(vii) 33 KV discharge rod withcopper chain(viii)) Helmet -02 nos(ix) Suitable Footwear - 02 nos(x) Cotton protective clothing with long sleeves duly embossed with GE Sevoke as directed. The tenderersquoted rates shall be deemed to be include the cost of all above provisions and nothing extra will be paid on any account. 116 (xi) The Bidders shall abide by the latest Labour rules and minimum wages Act. Wagespaid by the bidders to the persons employed shall not be less than the minimum wages fixed by the state/central government from time to time whichever is higher. (xii) The Bidders is responsible for insurance, EPF, ESI, Bonus, Labour welfare cess et., as applicable and shall be paid to the workmen as per existing Labour rules/ Acts/ regulations and rate quoted shall be deemed to be included for the same.(xiii) Dress Code : The bidders shall provide the workmen with Dark Blue Colour uniform {formal pant & T-shirt} with labels showing/ printed i.e. Name of the firm and designation on front and on the back of the T-shirt along with protective clothing, Industrial safety shoes, protective gears like helmet, safety belt etc..(xiv) Supervision and attending of all incoming & outgoing Solar Power Plant equipment metering equipments & monitoring to loads & other parameters of incomming & outgoing feeders & maintaining log sheet and attendance sheet. 117 INSURANCE: The Bidders shall also insure the workmen employed on the job.The Bidders shall be responsible for all Accidents/Injuries happening to the workmen. Any accident causing minor/fatal injury, partial disability due to any untoward incident or non-adherence to safety and IE regulations or fault in maintaining of internal electric supply system or on account of any mishandling/ wrong operation/ lack of knowledge of safety precautions or on account of any circumstances beyond his/ their control, the bidders shall be solely responsible for settling all claims of compensation to the deceased, falling which department will have a right to recover any sum indicated/ claimed by Labour commissioner/court authorities. No claim whatsoever will be entertained in this regard. No compensation is payable by the department on this account. Bidders shall provide first aid boxes to meet any emergency situations. 118 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for SECOND YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 18,75,076.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 119 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for THIRD YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 19,61,175.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 120 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FOURTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 20,51,671.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 121 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FIFTHYEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 21,46,848.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 122 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for SIXTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 22,46,564.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 123 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Seventh YEAR after completion of Ph-I.NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 23,51,386.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 124 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but forEight YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 24,61,315.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 125 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Ninth YEAR after completion of Ph-I.NOTE :-(a)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 25,76,917.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 126 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for TENTH YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 27,03,441.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 127 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIRST YEAR after expiry of DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum andcost of item priced upto ₹500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost. Repairs of minor components any other major components are also in the scope and cost of labour for minor / major components is deemed to be included in the quoted rate for this item.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 128 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor SECOND YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted costrepairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 129 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor THIRD YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 130 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor FORTH YEAR after DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 131 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIFTH YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM. (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d) Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 132 Prime Cost Sum. The prime cost to be used as directed by the Accepting Officer vide Condition 1 (v) and 5 of IAFW-2249 (General Condition of Contracts) forming part of the tender documents.(a) Provide a prime cost of Rs.3,00,000.00 forsupply only of spare parts required for comprehensive maintenance after expiry of DLP of Phase-I, through a BOO convened by the CWE. The spares shall procured directly from the OEMs or their aurhorised distributor/dealer as approved by GE.(b) Bidders/Contractors quoted amount shall be inclusive of his overhead and profit and including all taxes and insert amount to cover all. The Bidders/Contractors is to quote lump sum amount under Column 6 covering all the aspects mentioned here in before, representing (%) percentage under Column 9, Above/Below (+ or - denomination) the Prime Cost Sum inserted by MES under Column 5. However, the quoted amount under Column 6 shall not exceed 15% (Fifteen Percentage) of Prime Cost Sum inserted by MES under Column 5. In case, the Bidders/Contractors quoted amount is in excess of 15% of the estimated amount, the same shall be restricted to 15% (Fifteen Percentage) and the amount quoted shall be corrected accordingly to work out the contract sum. Item Continued as 70.01 133 NOTE:-Prime Cost Sum shall be governed in terms of condition 1 (v) and 5 of IAFW-2249 (General Condition of Contract) and to be regularized through Deviation Order. The following procedure shall be adopted to execute the Prime Cost Sum :-(a) Step –I Service Engineer of OEM along with site executive shall visit every month for Preventive and corrective maintenance on all the Solar Power Plant as specified in BOQ herein before, and undertake routine comprehensive maintenance and identify the list of damage / defective spare parts in Solar Power Plant. Service Engineer have to submit report to concerned Engr-in Charge and BOO before undertaking replacement/ repairs, except in case of emergency.(b) Step –II Subsequently BOO will verify the same and submit the finding to the CWE after assembly of board in terms of CA Provision for concurrence.(c) Step –III After concurrence of BOO, the Engr-in-Charge will direct the contractor and the service provider to replace the unserviceable spare parts.(d) Step –IV Serviceability certificate of Solar Power Plant duly signed by the Service Engineer, BOO findings, GST enabled purchase voucher for the replaced spare parts alongwith draft DO details shall be submitted to the GE for placing of DO’s. The advance on account shall be accompanied alongwith the said DO’s for payment.
Contract Date: Mar 17, 2026 Contract Value : 6.86 Crore
Statutory Bodies & Commissions/Committees No of Bidders 6
West Bengal View Result →
49.
Petroleum and Natural Gas #9544088 Technical Bid
Tender For Composite Works For Ambient Air Heating System Project At Kll Dabhol; 1 PIPING-OFFSITES 2 PIPING (ABOVE GROUND) :-Transportation of all piping items from Owners storage point to work site/work shop; fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, pipe spools, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required); fitup, bending, preheating wherever required, welding, threading, and laying of pipes and pipe spools (spools along with supports) of all types and thickness over sleepers, overhead on racks and at all elevations, hook-ups with existing piping, connecting with equipment nozzles, strainers, steam traps, static mixers, sight flow indicators, thermal sleeve, orifice assemblies, spray nozzles, rotameters, tappings for pressure gauges, thermowells, sample connections, sample coolers, closed sample system cabinets etc. and fixing of gaskets, bolts, nuts including application of torque wherever requiredandall other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer and blinds, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcingpads), SW valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations(Cast/Fabricated), Supplyandwelding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaningandflushing by water/compressed air,hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified draining, drying by compressed air, performing Positive Material Identification(PMI) using alloy analysers, completing all such works in all respects (including preparation of isometrics as mentioned in the Scope of Work for the job) as per the specifications, drawings and instructions of Engineer-in-Charge. PMI shall be performed by third party as defined in PMI spec.Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc. Carbon steel piping includes LTCS piping also. Erectionof all inline instruments like flow instrumentsandspecialty items like static mixers, sample coolers, thermal sleeve, air mixers, exhaust head, rupture disk, flow meters, venturi tube, flame arrestor, thermal flow switch etc. except valve shall be considered as part of piping and separate payment shall not be made on this account. Note : Contractor to refer to Instrumentation SOR for specific details and rates of Instrumentation items not covered herein. 3 CARBON STEEL PIPING (NON IBR); THK. <= 10MM 4 FABRICATION (BUTT WELD- MANUAL) 5 NB UPTO 1.5 INCH 6 NB 2 INCH - 6 INCH 7 NB 8 INCH - 14 INCH 8 NB 16 INCH - 24 INCH 9 NB 26 INCH - 36 INCH 10 FABRICATION (FILLET WELD) 11 NB UPTO 1.5 INCH 12 ERECTION (OTHER THAN SPOOL) 13 NB UPTO 1.5 INCH 14 NB 2 INCH - 6 INCH 15 NB 8 INCH - 14 INCH 16 NB 16 INCH - 24 INCH 17 NB 26 INCH - 36 INCH 18 CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM 19 FABRICATION (BUTT WELD- MANUAL) 20 NB 8 INCH - 14 INCH 21 NB 16 INCH - 24 INCH 22 NB 38 INCH - 48 INCH 23 ERECTION (OTHER THAN SPOOL) 24 NB 8 INCH - 14 INCH 25 NB 16 INCH - 24 INCH 26 NB 38 INCH - 48 INCH 27 STAINLESS STEEL PIPING (NON-IBR); THK. <= 10MM 28 FABRICATION (BUTT WELD- MANUAL) 29 NB UPTO 1.5 INCH 30 NB 2 INCH - 6 INCH 31 FABRICATION (FILLET WELD) 32 NB UPTO 1.5 INCH 33 ERECTION (OTHER THAN SPOOL) 34 NB UPTO 1.5 INCH 35 NB 2 INCH - 6 INCH 36 VALVES :- Transportation of all types of valves (Including special valves and motor operatedvalves) from Owners storage points to contractors stores/worksite and installation of valvesfor all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Note : For PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valvesandSelf actuating valves all details and rates shall be as per Instrumentation SOR. 37 FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#) 38 NB2.000 INCHES 39 NB3.000 INCHES 40 NB4.000 INCHES 41 NB6.000 INCHES 42 NB8.000 INCHES 43 NB 10.000 INCHES 44 NB 12.000 INCHES 45 NB 20.000 INCHES 46 NB 24.000 INCHES 47 NB 42.000 INCHES 48 SPRING SUPPORT ASSEMBLIES :- Transportation of all types of spring support assemblies from Owners storage points to contractors stores/worksite and installation of spring support assemblies for all rating including assembly, if any, fixing of gaskets bolts/nuts, welding attachments wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Contractor to ensure that travel stops are removed and spring is locked in cold load position for Hydrotest. It shall be ensured that locking devices are removed and springs are properly set at hot load position during commissioning. 49 SOR Sl. No.: 49 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M21901000000 50 BOLT TENSIONING :- Carrying out tensioning of bolted joints on all types of piping as called for in EIL Specification No.6-76-0002 on already erected system including supply of all materials, recording devices, instruments etc; Providing all normal and special equipment and gadgets, skilled / un skilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. some joints may require bolt tensioning more than once, but, payment for one joint shall be made only once. 51 150# JOINTS 52 NB 12.000 INCHES 53 NB 16.000 INCHES 54 NB 18.000 INCHES 55 NB 20.000 INCHES 56 NB 24.000 INCHES 57 NB 42.000 INCHES 58 300# JOINTS 59 NB 12.000 INCHES 60 NB 24.000 INCHES 61 REINFORCING PADS FOR PIPES :- Fabrication ofreinforcingpads for pipeconnection wherever required (from pipes only suppliedbytheOwner) and erection, fitup, weldingandtesting (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions ofthe Engineer-in-Charge. Note: Sizes mentioned forReinforcing Pads are for branch pipe 62 C.S REINFORCING PADS 63 NB2.000 INCHES 64 NB3.000 INCHES 65 NB6.000INCHES 66 NB8.000 INCHES 67 NB 10.000INCHES 68 NB 12.000 INCHES 69 NB 18.000INCHES 70 NB 24.000 INCHES 71 NB 28.000 INCHES 72 RADIOGRAPHY :- Performance of radiographic inspection on piping of all typesandthicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specificationsand instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferencial weld joints. 73 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 74 NB0.750 INCHES 75 NB1.000 INCHES 76 NB1.500 INCHES 77 NB2.000 INCHES 78 NB3.000 INCHES 79 NB4.000 INCHES 80 NB6.000 INCHES 81 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 82 NB2.000 INCHES 83 FOR JOINTS ABOVE THK. 8MM 84 NB8.000 INCHES 85 NB 12.000 INCHES 86 NB 18.000 INCHES 87 NB 24.000 INCHES 88 NB 42.000 INCHES 89 DYE PENETRATION/MAGNETIC PARTICLE TEST :- Performance of magnetic particle/ dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge. 90 DYE PENETRANT TEST 91 MAGNETIC PARTICLE TEST 92 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY OWNER) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles,hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides,special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour,returning surplus materials and scrap etc to owners storage points and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 93 DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED) 94 DUMMY PIPE SUPPORTS FOR S.S (OWNER SUPPLIED) 95 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles,hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides,special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 96 C.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 97 S.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 98 DUMMY PIPE SUPPORTS FOR C.S (CONTRACTOR SUPPLIED) 99 DUMMY PIPE SUPPORTS FOR S.S (CONTRACTOR SUPPLIED) 100 WOODEN/HIGH DENSITY PUF SUPPORTS FOR COLD LINES :- Supply, shaping, positioning and fixing of cold line supports as per EIL pipe support standard having the following specifications: Wood specification:Hard wood, chemically treated with creosote under pressure. Quality of wood to conform class-I durability as per IS-3629 & Grade-I timber of Group-A withpermissible compression strength of 70 Kg/cm2 perpendicular to grains as per IS-883. PUF specifications: Density for lines upto 6 NB : 240 kg/cm3 Density for lines above 6 NB : 320 kg/cm3 101 WOODEN BLOCKS 102 HIGH DENSITY (240 Kg/Cu.M) PUF BLOCKS 103 HIGH DENSITY (320 Kg/Cu.M) PUF BLOCKS 104 CHEMICAL CLEANING/PICKLING :- Cleaning and pickling of equipment/pipeline includng preparation of circulation loop, supply of temporary piping, pumps, heater coils, gaskets, thermometer, hydrometer, valve, test coupon, spares, laboratoryfacilities, with all accessories for conducting test, chemicals, safety accessories and also providing or hiring all necessary equipment and whatever else even though not expressly mentionedhereinandinspecificaions but required to perform the work as per specifications and instructions ofEngineer-in-Charge. 105 PASSIVATION OF COOLING WATER LINES 106 NB0.500 INCHES 107 NB0.750 INCHES 108 NB1.000 INCHES 109 NB1.500 INCHES 110 NB2.000 INCHES 111 NB3.000 INCHES 112 NB4.000 INCHES 113 NB6.000 INCHES 114 NB8.000 INCHES 115 NB 10.000 INCHES 116 NB 12.000 INCHES 117 NB 14.000 INCHES 118 NB 16.000 INCHES 119 NB 18.000 INCHES 120 NB 20.000 INCHES 121 NB 24.000 INCHES 122 NB 42.000 INCHES 123 FABRICATION & ERECTION OF BLINDS/SPECTACLE BLINDS/SPACER & BLINDS ETC. :- Transportation from owners storage point to work site, fabrication and erection of blinds, spectacle blinds, spacers & blinds of all ratings from plate material of all thicknesses supplied by owner as free issue; cutting, edge preparation, rolling, fit up, welding, cleaning, testing (hydrotesting, MP/DP, radiography), wherever required bolts nuts & gaskets including supply of necessary equipment, consumables, labour etc as per standards / specifications and directions of Engineer-in-charge 124 BLINDS 125 NB0.750 INCHES 126 NB1.000 INCHES 127 NB1.500 INCHES 128 NB2.000 INCHES 129 NB3.000 INCHES 130 NB4.000 INCHES 131 NB6.000 INCHES 132 NB8.000 INCHES 133 NB 12.000 INCHES 134 NB 24.000 INCHES 135 NB 42.000 INCHES 136 SPECTACLE BLINDS 137 NB2.000 INCHES 138 NB3.000 INCHES 139 SPACERS & BLINDS 140 NB 24.000 INCHES 141 NB 42.000 INCHES 142 SUPPLY OF STUDS ALONG WITH NUTS: Supply as per Technical Notes for Fasteners (6-44-0057) from Vendor enlisted in Project Master Supplier List of Studs along with two nutsfor diameter < 1 and 3 nuts for diamemter >= 1of nuts, as per the direction of Engineer in-charge. All Alloy steel fasteners used in SS Piping shall be Hot Dip Galvanized. 143 AS FASTENERS(ASTM A193 GR.B7/B7M/A194 GR.2H/2HM) 144 MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owners storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge. 145 FLAME CUTTING C.S PIPINGIBR/NON IBR 146 HACKSAW CUTTING C.S PIPINGIBR/NON IBR 147 BEVELLINGC.S PIPINGIBR/NON IBR 148 FITUP & WELDINGC.S PIPINGIBR/NON IBR 149 FLAME CUTTINGS.S PIPINGIBR/NON IBR 150 HACKSAW CUTTINGS.S PIPINGIBR/NON IBR 151 BEVELLINGS.S PIPINGIBR/NON IBR 152 FITUP & WELDINGS.S PIPINGIBR/NON IBR 153 REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P and IDs/instructions of Engineer-in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed , unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point(within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge. 154 C.S/A.S PIPING 155 S.S PIPING 156 REMOVAL OF ERECTED VALVES (ABOVE GROUND) :- Removal of all types and ratings of valves by unbolting, cutting etc. as required, cleaning by flushing with water/air etc. asrequiredand transportation of the same to Owners storage point (within thecomplex battery limits) and stacking as per instructions of Engineer-in-Charge. 157 VALVES OTHER THAN CONTROL VALVES 158 NB0.500 INCHES 159 NB0.750 INCHES 160 NB1.000 INCHES 161 NB1.500 INCHES 162 NB2.000 INCHES 163 NB3.000 INCHES 164 NB4.000 INCHES 165 NB6.000 INCHES 166 NB8.000 INCHES 167 NB 10.000 INCHES 168 NB 12.000 INCHES 169 NB 24.000 INCHES 170 NB 42.000 INCHES 171 LOW FRICTION PADS: Supply, fabrication and fixing of low friction pads with suitable bonding materials / fasteners, as specified in Drawings / Isometrics / Special support sketches. 172 TEFLON PAD WITH COMPRESSIVE STRENGTH (0.25 OFFSET) :1870 PSI 173 GRAPHITE PAD WITH COMPRESSIVE STRENGTH : 2877 PSI 174 PRE-COMMISSIONING / COMMISSIONING ASSISTANCE : Carrying out Pre-commissioning / Commissioning activities such as dropping the valves, control valves and spool pieces, air and water flushing and air-blasting, steam blowing, air drying, re-installing the valves, control valves and spool pieces, leak testing etc. as per pre-commissioning / commissioning specification/ procedure and instruction of Engineer-in-charge including supply of necessary hand tools, equipments/ machinery, consumables (electrodes, filler wire, gas, card board, target plate, scaffolding etc. wherever required) and with single point responsibility of Contractors supervision.Note : This manpower will be utilized forPre-commissioning & Commissioning requirement over and above that already described elsewhere in this SOR.One Man day is 12 hour duty. 175 SKILLED (WITH HAND TOOLS, EQUIPMENT/MACHINERY, CONSUMABLES) 176 SEMI SKILLED (WITH HAND TOOLS) 177 HELPER/ UNSKILLED 178 PIPE DAVITS :Supply, fabrication & erection of pipe davits as per EIL std. 7-12-023 for lowering of aircooler motors/safety valves from structural platforms, fixing the same to platforms, inspection as per specs., supply of all necessary materials, equipment, consumables, labour,supervision etc. The work shall be carried out as per the specifications, drawings & instruction of engineerincharge. 179 SOR Sl. No.: 179 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M25201000000 180 SUPPLY OF BULK PIPING ITEMS :- Procurement andsupply of following bulk piping items to site/ownersstorage, transportation to work site/fabrication shop.Procurement shall be done as per EIL specifications andfrom Client/EIL approved suppliers.Contractor shall establish quantities from drawingsconsidering wastage, cutting allowance, escalation &spares required by Client 181 PIPES 182 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.5 INCH, S160 183 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.75 INCH, S160 184 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.0 INCH, XS 185 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.5 INCH, XS 186 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.5 INCH, 80S 187 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.75 INCH, 80S 188 PIPE, B-36.19, ASTM A 312 TP304L, PE, SEAMLESS, 0.75 INCH, 80S 189 FLANGES 190 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH, XS 191 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.5 INCH, XS 192 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH, S160 193 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH, XS 194 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH, XS 195 FLNG.WN, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH, 80S 196 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH 197 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH 198 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH 199 FLNG.BLIND, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH 200 FLNG.BLIND, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH 201 FITTINGS 202 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 203 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 204 ELBOW.90, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 205 ELBOW.90, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 206 T.EQUAL, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 207 T.EQUAL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 208 T.RED, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH, 0.75 INCH 209 SWAGE.CONC, BS-3799, ASTM A 105, PBE, 0.75 INCH, S160, 0.5 INCH, S160 210 CPLNG.FULL, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 211 CPLNG.FULL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 212 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 213 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 214 CPLNG.HALF, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 215 CPLNG.HALF, B-16.11, ASTM A 182 GR.F304, SW, 3000, 0.75 INCH 216 CPLNG.LH, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 217 VALVES 218 VLV.GATE, SHEET 51001, 0.5 INCH 219 VLV.GATE, SHEET 51001, 0.75 INCH 220 VLV.GATE, SHEET 51001, 1.0 INCH, LOCK OPEN 221 VLV.GATE, SHEET 51001, 1.0 INCH 222 VLV.GATE, SHEET 51001, 1.5 INCH, LOCK OPEN 223 VLV.GATE, SHEET 51001, 1.5 INCH 224 VLV.GATE, SHEET 51007, 0.75 INCH 225 VLV.GATE, SHEET 51045, 0.5 INCH 226 VLV.GATE, SHEET 51045, 0.75 INCH 227 VLV.GLOBE, SHEET 52001, 1.0 INCH 228 VLV.GLOBE, SHEET 52007, 1.0 INCH 229 VLV.CHECK, SHEET 53001, 1.0 INCH 230 VLV.CHECK, SHEET 53007, 1.0 INCH 231 VLV.CHECK, SHEET 53050, 0.75 INCH 232 GASKETS 233 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 0.75 INCH 234 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.0 INCH 235 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.5 INCH 236 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.0 INCH 237 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.5 INCH 238 FASTENERS 239 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.5 INCH 240 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.75 INCH 241 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.0 INCH 242 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.25 INCH 243 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.5 INCH 244 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.75 INCH 245 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 4.0 INCH 246 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 3.5 INCH 247 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.0 INCH 248 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.25 INCH 249 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.5 INCH X 2.5 INCH 250 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.625 INCH X 3.25 INCH 251 CLOSE PROXIMITY RADIOGRAPHY:-Performance of radiographic inspection on piping of all types & thicknesses includingproviding or hiring of all necessary equipment and whatever else even though notexpressly mentioned but required to perform the work as per specification andinstructions of Engineer-in-Charge by using SELENIUM& IRIDIUM source basedradiography system. Radiography shall be submitted tothe Engineer-in-charge.(Repeat Radiography due todefective radiograph on reparired joints due toContractors fault and for additional radiographynecessitated due to poor performance of contractorswelders shall be done at contractors cost).Note: Unit for radiography quantity is Nos ofcircumferencial weld joints, and rates are also inclusive of scaffoldings wherverrequired. 252 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 253 NB0.750 INCHES 254 NB1.000 INCHES 255 NB1.500 INCHES 256 NB2.000 INCHES 257 NB3.000 INCHES 258 NB4.000 INCHES 259 NB6.000 INCHES 260 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 261 NB2.000 INCHES 262 FOR JOINTS ABOVE THK. 8MM 263 NB8.000 INCHES 264 NB 12.000 INCHES 265 NB 18.000 INCHES 266 NB 24.000 INCHES 267 Supply,fabrication and fixing of low friction pad (SS 304 mirror finish) with suitablebonding material/ fasteners as specified in drawing/documents/special supportsketches/isometrics/Gads etc. 268 STAINLESS STEEL 6 MM THK WITH MIRROR FINISH SS304 269 External Chemical Cleaning and Passivation of SSWelds:External chemical cleaning and pickling of SS welds as per latest approved pipingdrawings and as per Job Specification B861-000-06-42-CCS-011. Work shall includesupply of all chemicals, temporary facilities with all accessories for conducting test,safety accessories and also providing or hiring all necessary equipment and whateverelse even though not expressly mentioned herein and in specifications but required toperform the work as per specifications and instructions of Engineer-in-Charge.(Unit ofmeasurement- No. of Joints) 270 NB0.500 INCHES 271 NB0.750 INCHES 272 NB1.000 INCHES 273 NB1.500 INCHES 274 NB2.000 INCHES 275 PAINTING (OFFSITES) :- Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per EIL painting spec., drawings and direction of Engineer-in-Charge for all types of uninsulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified, in such cases finish paints shall also be applied inthe fabrication yard.The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabricationas well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 276 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FORENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 277 DESIGN TEMP GROUP: -16 TO 80(DEG C)SURFACE PREPARATION:SSPC-SP-10;1coat of F-9 @ 65-75µ DFT/coat, PRIMER: 1 coat of P-6 @ 40µ DFT/coat, FINISH COAT: 2 coats of F-6B @ 100µ DFT/coat + 1 coat of F-2 @ 40µ DFT/coat (2x100 + 40= 240). Total DFT = 345-355. 278 PIPES 279 NB: .5Inches 280 NB: .75 Inches 281 NB: 1 Inches 282 NB: 1.5 Inches 283 NB: 2 Inches 284 NB: 3 Inches 285 NB: 4 Inches 286 NB: 6 Inches 287 NB: 8 Inches 288 NB: 12Inches 289 VALVES 290 NB: .5Inches 291 NB: .75 Inches 292 NB: 1 Inches 293 NB: 1.5 Inches 294 NB: 2 Inches 295 NB: 3 Inches 296 NB: 4 Inches 297 NB: 6 Inches 298 NB: 8 Inches 299 NB: 12Inches 300 SURFACE PREP, PRIMER &FINISH COAT FOR CS & LTCS INSULATED SURFACES FOR ALLENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 301 DESIGN TEMP GROUP: -45 TO 125(DEG C)SURFACE PREPARATION: SSPC-SP-10;1 coat of F-15 @ 75µ DFT/coat, PRIMER: None, FINISH COAT: 2 coats of F-15 @ 75µ DFT/coat. Total DFT = 225 302 PIPES 303 NB: .5Inches 304 NB: .75 Inches 305 NB: 1 Inches 306 NB: 1.5 Inches 307 NB: 2 Inches 308 NB: 3 Inches 309 NB: 4 Inches 310 NB: 6 Inches 311 NB: 8 Inches 312 NB: 12Inches 313 NB: 18Inches 314 NB: 24Inches 315 NB: 28Inches 316 NB: 36Inches 317 NB: 42Inches 318 VALVES 319 NB: .5Inches 320 NB: .75 Inches 321 NB: 1 Inches 322 NB: 1.5 Inches 323 NB: 2 Inches 324 NB: 3 Inches 325 NB: 4 Inches 326 NB: 6 Inches 327 NB: 8 Inches 328 NB: 12Inches 329 NB: 18Inches 330 NB: 24Inches 331 NB: 42Inches 332 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FOR ENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 333 DESIGN TEMP GROUP: -45 TO -15(DEG C)SURFACE PREPARATION:SSPC-SP-10; 1 coat of F-9 @ 65-75µ DFT/ coat. Total DFT = 65-75. 334 PIPES 335 NB0.50 INCHES 336 NB0.750 INCHES 337 NB1.000 INCHES 338 NB1.500 INCHES 339 NB2.000 INCHES 340 NB3.000 INCHES 341 NB4.000 INCHES 342 NB6.000 INCHES 343 NB12.000 INCHES 344 VALVES 345 NB0.50 INCHES 346 NB0.750 INCHES 347 NB1.000 INCHES 348 NB1.500 INCHES 349 NB2.000 INCHES 350 NB3.000 INCHES 351 NB4.000 INCHES 352 NB6.000 INCHES 353 NB12.000 INCHES 354 *************************************************************** LEGENDS / NOTES FOR INSULATION WORKS***************************************************************** Types of Insulation :CC =Cold Conservation Insulation SC =Surface Condensation InsulationH = Heat Conservation InsulationCPP =Cold Personal protectionHPP = Hot Personnel Protection Insulation** Basic Line Surface Materials:CS = Carbon Steel (Including LT Carbon Steel)AS = Alloy SteelSS = Stainless Steel ** Notes : 1. For Insulation specification, refer Job specification for Insulation of Piping and Equipment, B861-000-06-43-IL-S001*************************************************************** 355 COLD INSULATION (OFFSITES) Providing thermal insulation including supply of all insulating andancillary materials, Aluminium foil for SS surfaces, vapour barrier, weather protective coverings, consumables and other necessary materials , testing of materials as required , including transportation of materials to work site, duly inspected by 3rd party inspector(Llyods/BV/DNV or any other Client approved party) at manufacturers shop & sample check/inspection at site by EIL Construction inspector,applying insulation on surfaces as specified including all preparatory works there on, binding, tying, lacing, stitching and/or otherwise securing , finishing with cladding as per spec., providing bolts, rivets, and self tapping screws wherever specified , providing inspection windows, end seals for flanges etc., colour coding and identification. Providing steel scaffolding, all tools , tackles , equipments etc. , labour, supervision and completing the work in all respect, at all heights as per drawings , specifications and instructions ofEngineer-in-charge. (Refer Legend for applicable EIL specification) 356 INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 357 INSULATION TYPE : CC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 358 PIPES 359 NB 00.75 INCHES; THICKNESS25 MM 360 NB 01.00INCHES; THICKNESS25 MM 361 NB 01.50 INCHES; THICKNESS50 MM 362 NB 02.00 INCHES; THICKNESS50 MM 363 NB 06.00INCHES; THICKNESS50 MM 364 NB 08.00INCHES; THICKNESS50 MM 365 NB 012.000INCHES; THICKNESS60 MM 366 NB 018.000INCHES; THICKNESS60 MM 367 NB 24.00 INCHES; THICKNESS60 MM 368 NB 28.00 INCHES; THICKNESS60 MM 369 NB 42.00 INCHES; THICKNESS60 MM 370 FLANGE ASSEMBLIES 371 NB 00.75INCHES; THICKNESS25 MM 372 NB 01.00INCHES; THICKNESS25 MM 373 NB 01.50 INCHES; THICKNESS50 MM 374 NB 02.00INCHES; THICKNESS50 MM 375 NB 06.00INCHES; THICKNESS50 MM 376 NB 08.00INCHES; THICKNESS50 MM 377 NB 012.000INCHES; THICKNESS60 MM 378 NB 018.000INCHES; THICKNESS60 MM 379 NB 24.00 INCHES; THICKNESS60 MM 380 NB 42.00 INCHES; THICKNESS60 MM 381 BLIND FLANGE ASSEMBLIES 382 NB 00.75 INCHES; THICKNESS25 MM 383 NB 08.00 INCHES; THICKNESS50 MM 384 VALVE ASSEMBLIES 385 NB 00.75 INCHES; THICKNESS25 MM 386 NB 01.00INCHES; THICKNESS25 MM 387 NB 01.50INCHES; THICKNESS50 MM 388 NB 02.00 INCHES; THICKNESS50 MM 389 NB 06.00INCHES; THICKNESS50 MM 390 NB 08.00 INCHES; THICKNESS50 MM 391 NB 012.000INCHES; THICKNESS60 MM 392 NB 018.000INCHES; THICKNESS60 MM 393 NB 24.00 INCHES; THICKNESS60 MM 394 NB 42.00 INCHES; THICKNESS60 MM 395 INSULATION TYPE : SC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 396 PIPES 397 NB 00.50 INCHES; THICKNESS25 MM 398 NB 00.75 INCHES; THICKNESS25 MM 399 NB 01.00 INCHES; THICKNESS25 MM 400 NB 01.50 INCHES; THICKNESS25 MM 401 NB 02.00 INCHES; THICKNESS25 MM 402 NB 03.00 INCHES; THICKNESS25 MM 403 NB 04.00 INCHES; THICKNESS40 MM 404 NB 06.00 INCHES; THICKNESS25 MM 405 NB 06.00 INCHES; THICKNESS40 MM 406 NB 08.00 INCHES; THICKNESS25 MM 407 NB 08.00 INCHES; THICKNESS40 MM 408 NB 12.00 INCHES; THICKNESS40 MM 409 NB 18.00 INCHES; THICKNESS40 MM 410 NB 24.00 INCHES; THICKNESS40 MM 411 NB 24.00 INCHES; THICKNESS50 MM 412 NB 28.00 INCHES; THICKNESS50 MM 413 NB 42.00 INCHES; THICKNESS50 MM 414 FLANGE ASSEMBLIES 415 NB 00.50INCHES; THICKNESS25 MM 416 NB 00.75INCHES; THICKNESS25 MM 417 NB 01.00INCHES; THICKNESS25 MM 418 NB 01.50 INCHES; THICKNESS25 MM 419 NB 02.00 INCHES; THICKNESS25 MM 420 NB 03.00INCHES; THICKNESS25 MM 421 NB 04.00INCHES; THICKNESS40 MM 422 NB 06.00 INCHES; THICKNESS25 MM 423 NB 06.00 INCHES; THICKNESS40 MM 424 NB 08.00INCHES; THICKNESS25 MM 425 NB 08.00INCHES; THICKNESS40 MM 426 NB 12.00 INCHES; THICKNESS40 MM 427 NB 018.000INCHES; THICKNESS40 MM 428 NB 24.00 INCHES; THICKNESS40 MM 429 NB 24.00 INCHES; THICKNESS50 MM 430 NB 42.00 INCHES; THICKNESS50 MM 431 BLIND FLANGE ASSEMBLIES 432 NB 00.75 INCHES; THICKNESS25 MM 433 NB 01.00 INCHES; THICKNESS25 MM 434 NB 01.50 INCHES; THICKNESS25 MM 435 NB 02.00 INCHES; THICKNESS25 MM 436 NB 08.00 INCHES; THICKNESS40 MM 437 NB 24.00 INCHES; THICKNESS50 MM 438 VALVE ASSEMBLIES 439 NB 00.50 INCHES; THICKNESS25 MM 440 NB 00.75 INCHES; THICKNESS25 MM 441 NB 01.00 INCHES; THICKNESS25 MM 442 NB 01.50 INCHES; THICKNESS25 MM 443 NB 02.00 INCHES; THICKNESS25 MM 444 NB 03.00 INCHES; THICKNESS25 MM 445 NB 04.00 INCHES; THICKNESS40 MM 446 NB 06.00INCHES; THICKNESS25 MM 447 NB 06.00INCHES; THICKNESS40 MM 448 NB 08.00 INCHES; THICKNESS25 MM 449 NB 08.00 INCHES; THICKNESS40 MM 450 NB 12.00 INCHES; THICKNESS40 MM 451 NB 018.000INCHES; THICKNESS40 MM 452 NB 24.00 INCHES; THICKNESS40 MM 453 NB 24.00 INCHES; THICKNESS50 MM 454 NB 42.00 INCHES; THICKNESS50 MM 455 ELECTRICAL WORKS 456 Design, detailed engineering, preparation of documents, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, preparation of graphics for the total microprocessor based analogue addressable type fire detection & alarm system including supply of required software, packing, delivery of the following, including supply of all commissioning spares & special tools and tackles, erection material & documentation as per the enclosed EIL standard specifications, scope of work/job specification, data sheets etc. and other codes and standards attached or referred. 457 8-loop microprocessor based DGFAP with HMI with battery &charger (refer block diagram) 458 Microprocessor based Repeater panel with battery and charger (refer block diagram) 459 Multi - sensor type addressable detectors with junction boxes for safe area 460 Intrinsically safeHeat Detector-addressable type 461 Addressable Linear Beam detectors with transmitter, receiver, reflector for safe area. 462 Zener barrier 463 Outdoor weather proof addressable Break Glass Unit (BGU)/Manual call point (IP-65)in safe area. 464 Indoor addressable Break Glass Unit (BGU) in safe area. 465 Addressable type electronic hooter with minimum 6W output 466 Wall mounting type one faced exit signs suitable for indoor location 467 Ceiling mounting type double faced exit signs suitable for indoor location 468 Weather proof (IP-65) Fault Isolating Modules for loops connecting outdoor break glass units 469 Fault Isolating Modules for loops connecting indoor break glass units/detectors/hooters etc. 470 Control modules with integral junction box installed within loop 471 Input Module with integral junction box installed within loop 472 Industrial type 5 km diametrical range siren with Siren control & starter panel 473 Response indicator for rooms and concealed area for Addressable Fire alarm system 474 Hooter acknowledge Box 475 Providing training for TWO Nos. OWNERs Engineers for a period of 4 days at manufacturer works for Fire Alarm system 476 Providing training for FIVE Nos. OWNERs Engineers at site for the complete fire alarm system 477 Mandatory spares for Fire Alarm system as perCl.6.1 (Mandatory spares), sr.no.15 of EDB document no. B861-000-16-50-EDB-1001 478 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wallmounting type Analogue caller ID telephone handsets (corded landline phones) with numeric key pad and redialling facility complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-ChargeExisting exchange distribution boxes make is ADC Krone, UK 479 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wall mounting type Analogue non caller ID telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.Existing exchange distribution boxes make is ADC Krone, UK 480 Installation, testing and commissioning of safe area weatherproof/ indoor push button type desktop/ wall mounting type telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 481 Design, detailed engineering, manufacture, preparation of documents, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, supply & delivery of plant communication system supply of all commissioning spares and special tools & tackles, erection & installation material & documentation as per the enclosed EIL specifications, Job specifications/scope of work, datasheets etc and other codes & standards attached or referred. 482 Desktop type Master Call Station (Central Control Unit withMain Master Control Controller with Gooseneck MIC and All Call & Inter-MCD Call facility) with 24 keys suitable for connection with existing 16 Way Microprocessor based Central Control Exchange of DD Electronic Equipment’s PVT Ltd make.Make & model no. of Desktop type Master call station shall be same/ similar make as that of existing.Existing make is DD Electronic Equipment’s PVT Ltd with Model No: LDD8950/20 483 480W BOOSTER AMPLIFIER UNIT including all accessories such as zonal relay cards, IOs, interconnection cables etc. suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing.Existing make is BOSCH with Model No: LBD 1938 484 Weather proof IP-65 loud speaker 15/20 Watt suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing. Existing make & model no. is Make – DNH ; Model - HS15T 485 Supply, installation and connection of CU earth plates ( 380x45x10) size, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge. 486 Unit Rates for UPS ACDB feeders/components 487 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A with Isolation Transformer 488 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A with Isolation Transformer 489 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A with Isolation Transformer 490 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A without Isolation Transformer 491 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A without Isolation Transformer 492 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A without Isolation Transformer 493 supply& connection of 300A, 230V ACDB Vertical Empty Panel along with bus bar 494 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 16 A with 230/240V step up transformer) 495 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 32 A with 230/240V step up transformer) 496 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 63 A with 230/240V step up transformer) 497 Supply, mounting & wiring of 100A switch 498 Supply, mounting & wiring of 63A switch 499 Supply, mounting & wiring of 32A switch 500 Supply, mounting & wiring of 100A semiconducting fuse 501 Supply, mounting & wiring of 63A semiconducting fuse 502 Supply, mounting & wiring of 32A semiconducting fuse 503 Supply, mounting & wiring of 100A HRC fuse 504 Supply, mounting & wiring of 63A HRC fuse 505 Supply, mounting & wiring of 32A HRC fuse 506 Supply, mounting & wiring of 6 kVA 230V/230V Isolating Transformer 507 Supply, mounting & wiring of 5 kVA 230V/230V Isolating Transformer 508 Supply, mounting & wiring of 4 kVA 230V/230V Isolating Transformer 509 Supply, mounting & wiring of 3 kVA 230V/230V Isolating Transformer 510 Supply, mounting & wiring of 2 kVA 230V/230V Isolating Transformer 511 Supply, mounting & wiring of 1 kVA 230V/230V Isolating Transformer 512 Unit rates for 110V DCDB feeders/components 513 supply& connection of 350A, 110V DCDB Vertical Empty Panel along with bus bar 514 Supply, mounting & wiring of 63A, 110V DC SFU fully equipped outgoing feeder 515 Supply, mounting & wiring of 32A, 110V DC SFU fully equipped outgoing feeder 516 Supply, mounting & wiring of 16A, 110V DC SFU fully equipped outgoing feeder 517 Supply, mounting & wiring of 32A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 518 Supply, mounting & wiring of 16A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 519 Supply, mounting & wiring of 100A, 110V DC Switch 520 Supply, mounting & wiring of 63A, 110V DC Switch 521 Supply, mounting & wiring of 32A, 110V DC Switch 522 Supply, mounting & wiring of 16A, 110V DC Switch 523 Supply, mounting & wiring of 100A, 110V DC fuse Link 524 Supply, mounting & wiring of 63A, 110V DC fuse Link 525 Supply, mounting & wiring of 32A, 110V DC fuse Link 526 Supply, mounting & wiring of 16A, 110V DC fuse Link 527 Supply, mounting & wiring of 100A, 110V DC contactor 528 Supply, mounting & wiring of 63A, 110V DC contactor 529 Supply, mounting & wiring of 32A, 110V DC contactor 530 Supply, mounting & wiring of 16A, 110V DC contactor 531 TRANSFORMERS 532 Installation of transformers of the following ratings excluding the construction of foundation, includingtransportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, including connection of auxiliary circuits, topping up with oil and testing of oil with contractors own test equipment, including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 533 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 534 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 535 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 536 Filtration of transformer oil by stream line filter machine provided by the contractor for improving the insulation strength of oil to the required strength,including all labour and materials,specifications of this tender and directions of Engineer-in-Charge.(Excluding the supply of oil). 537 Filtration of transformer oil with dissolved gas analysis test. 538 Filtration of transformer oil without dissolved gas analysis test. 539 Supply of transformer oil conforming to IS-335 in non-returnable 220 litre drums for topping up various transformers. The oil shall be tested prior to filling up and improved by filtering, if required, including all labour and materials,specifications of this tender and directions of Engineer-in-Charge. 540 No. of Drums. 541 Supply of dry type transformers with accessories,including nuts and bolts etc., as per EIL standard specification No. 6-51-0042, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 542 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 543 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 544 Installation, testing and commissioning of dry transformer of following rating, including transportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, connection of auxiliary circuits,including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 545 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 546 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 547 Testing and commissioning of transformers of the following rating including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. 548 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 549 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 550 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 551 SWITCHBOARDS / UPS / VSD / BATTERY CHARGERS / PANELS 552 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 553 Weight of the Unit upto 100 kg. 554 Weight of the Unit from 101 upto 500 kg. 555 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor etc., interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineers-in-Charge. 556 Weight of the Unit upto 100 kg. 557 Weight of the Unit from 101 upto 500 kg. 558 Installation, testing and commissioning of bus ducts of following ratings between transformer secondary and the switchgear incomer panel, including transportation from store/yard to site at the place of installation, unpacking, making connections and installation of bends, breaking of walls and making good of the same etc., (but excluding structural supports), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 559 Air Insulated/segregated bus ducts 415 V4000 A65 kAfor 1 second 560 Air Insulated/segregated bus ducts 415 V2500 A65 kAfor 1 second 561 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 562 Weight of the Unit upto 100 kg 563 Weight of the Unit from 101 upto 500 kg. 564 Weight of the Unit from 501 upto 1000 kg. 565 Weight of the Unit from 1001 upto 1500 kg. 566 Weight of the Unit from 1501 upto 3000 kg. 567 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 568 Weight of the Unit upto 100 kg 569 Weight of the Unit from 101 upto 500 kg. 570 Weight of the Unit from 501 upto 1000 kg. 571 Weight of the Unit from 1001 upto 1500 kg. 572 Weight of the Unit from 1501 upto 3000 kg. 573 Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery to site including all labour and materials along with supply of special tools & tackles for following Single Phase, 50 Hz UPS System along with associated accessories and AC Distribution Board complete with documentations as per approved drawings, specifications, data sheets and other codes & standards attached or referred with this tender and directions of Engineer-in-charge. 574 55KVA, 230V, 50 Hz, SPNParallel Redundant UPS withBypass as data sheet DS-440 575 1X100% NI-CD Battery Bank for 30 Min. backup along with all accessories & battery Isolator. 576 230V, 300 Amps, 50 Hz, AC Distribution Board as per Feeder Details listed in scope of work/job specification 577 Cell booster of adequate rating suitable for battery AH capacity. 578 Providing training to 2 nos. owners engineer at Vendor Works for a period of min. 3 days for 55KVA UPS system 579 Providing training to 5 nos. owners engineers at site for 55KVA UPS system 580 Mandatory spares for 230V, 55KVA UPS system as perCl.6.1 (Mandatory spares), sr.no.10 of EDB document no. B861-000-16-50-EDB-1001 581 MISCELLANEOUS CONTROL GEAR 582 Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations),including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 583 Weight of the unit above 5 kg. but upto 20 kg. 584 Weight of the unit above 20 kg. but upto 100 kg. 585 Weight of the unit up to 5 kg. 586 Supply of Industrial, weather proof type Push Button stations as per EIL specification No. 6-51-0014, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 587 With stop (latching type) push button. 588 With stop (non-latching type) push button. 589 With start and stop (latching type) push buttons. 590 With start, stop push buttons and ammeter. 591 With start,stop push buttons and one Three position selector switch. 592 With start,stop push buttons, one Three position selector switch and ammeter. 593 With stop push button (Break Glass Type). 594 With start and stop (non-latching type) push buttons. 595 Supply of flameproof and weather proof type Push Button station as per EIL standard specification No. 6-51-0006 as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 596 With start, stop push buttons and one Three position selector switch and ammeter. 597 DC SYSTEM / BATTERY BANK 598 Supply of following ratings of Nickel-cadmium batteries, battery charger, distribution board alongwith accessories as per EIL specification No. 6-51-0019, 6-51-0047, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 599 160A (Min.) , dual redundant battery charger as per data sheet DS-430 600 110V, 1x500AH(Min.), Ni-Cd battery bank 601 110V, 350A DC distribution board as per feeder details listed in scope of work/job specification 602 3P MCCB / DC Circuit Breaker Battery isolator in weatherproof enclosure(IP-55)of adequate rating. 603 Mandatory spares for 110V Battery & Battery charger as per Cl.6.1 (Mandatory spares), sr.no.11 of EDB document no. B861-000-16-50-EDB-1001 604 Installation, testing and commissioning of stationary nickel-cadmium battery banks of the following ratings, including transportation from store/yard to site at the place of installation, filling with electrolyte, charging and dischargng of cells, including capacity test etc., aligning, levelling, grouting, assembly of battery racks, fixing of inter-cell connectors etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 605 Nickel-cadmium battery banks (including capacity test) rated for 110 V500 Ah 606 Supply of following rating of cell boosters as per EIL specification No. 6-51-0019, including all labour and materials, as per data sheets, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 607 Cell booster rated for 12 V50 A 608 PLUGS, SOCKETS AND JUNCTION BOXES 609 Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs,including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 610 63 A, 415 V, 5 pin sockets along with associated 5 pin plugs. 611 240 V, 15 A, 3 pin sockets. 612 240 V, 15 A, 3 pin sockets along with associated 3 pin plugs. 613 24 V, 5 A, 3 pin sockets along with associated 3 pin plugs. WITH TRANSFORMER.(240/24V) 614 Supply, installation, cable termination, connection, testing and commissioning of following types of FLP andWP junction boxes, as per EIL specification No. 6-51-0061, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 615 WP JB (IP-65) with 15 A, 16 terminals suitable for 1 No. incoming and6 Nos. outgoing cable entries complete with cable glands for incoming and outgoing cables and 3 Nos. blocking plugs 616 WP 3 way JB (IP-65) complete with 3 Nos. cable glands and 1 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 617 WP 4 way JB with IP-65 degree of protection complete with 4 Nos. cable glands and 2 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 618 NEUTRAL GROUNDING RESISTOR 619 Supply of following rating of outdoor type neutral grounding resistor, as per EIL standard specification no.6-51-0043,including all labour and materials, as per approved drawings, specifications of this tnder and directions of Engineer-in-Charge. 620 NGR rated for 3.81 kV400 A 621 Installation, testing and commissioning of outdoor type following neutral grounding resistor consisting of cast iron/stainless steel grid resistor with/without neutral CT including connection of one end of resistor with transformer neutral and the other end of the resistor to the earthing grid, including transportation from store/yard to site at the place of installation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 622 NGR rated for 3.81 kV400 A 623 CAPACITOR BANKS 624 Supply of following HV capacitor banks, series reactor and RVT, as per EIL standard specification NO. 6-51-0020, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 625 11kV, 3 Phase,indoor type APFC panel -1500kVAR 626 Mandatory spares for APFC as per Cl.6.1 (Mandatory spares), sr.no.20 of EDB document no. B861-000-16-50-EDB-1001 627 Installation of following H.V. capacitor banks,series reactor and RVT, including transportation from store/yard to site ofinstallation, unpacking, assembly of elevating structure, interconnection of loose parts supplied by equipment vendor, aligning, levelling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 628 HV capacitor banks rated for 1500 kVAR11 kV 629 Testing and commissioning of following H.V. capacitor banks,series reactor and RVT, including testing equipments, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 630 HV capacitor banks rated for 1500 kVAR11 kV 631 CANOPIES 632 Supply, fabrication and installation of FRP canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 633 Lighting Panel/Power panel/distribution junctions boxes. 634 Manual call points/field call stations. 635 Push button stations. 636 Supply, fabrication andinstallation of canopies for miscellaneous outdoor equipment like motors, fire alarm points, telephones, communication hand set stations etc. to render them weatherproof made out of 1.6 mm (16 gauge) sheet steel including supply of hardware and paint, painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 637 Supply, fabrication andinstallation of GI canopies for outdoor electrical motors of following frame sizes to render them weather proof including supply of necessary hardware for fixing and clamping with the motor foundation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 638 Frame size upto 80. 639 Frame size more than 80 and upto 112. 640 Frame size more than 112 and upto 180. 641 Frame size more than 180 and upto 250. 642 Supply, fabrication and installation of GI canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 643 Lighting Panel/Power panel/distribution junctions boxes. 644 Manual call points/field call stations. 645 Push button stations. 646 FLP receptacles. 647 ANCHOR FASTENERS 648 Supply, drilling in RCC and fixing of metallic anchor fasteners for supporting of cable trays and miscellaneous electrical switchgear of following sizes, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 649 3/16 BSW. 650 5/16 BSW. 651 1/4 BSW. 652 3/8 BSW. 653 5/8 BSW. 654 1/2 BSW. 655 SAFETY EQUIPMENT 656 Supply and installation of the following, including the supply of necessary clamps, bolts, rawl plugs etc., breaking and making good of walls, if required, mounting, including all labour and materials, complete and as per applicable standards and CEA Guidelines and as per directions of Engineer-in-Charge. 657 Shock hazard charts complete with frame and glass. 658 First Aid Boxes. 659 4.5 kg capacity CO2 type fire extinguishers. 660 6.8 kg capacity CO2 type fire extinguishers. 661 9 kg capacity CO2 type fire extinguishers. 662 Sand buckets with stand (Each with at least 3 sand buckets). 663 Shock hazard charts - Laminated type 664 Gas Mask for use in substation during fire & smoke as per CEA guidelines 665 Supply and laying of 900 mm wide safety insulation mats complying to IS-15652, of following grades required for maintenance of electrical equipment in substation, including cutting to required shape in running length, including all labour and materials, as per applicable Indian or International standards and CEA Guidelines and as per directions of Engineer-in-Charge. 666 3.3 kV grade. 667 11 kV grade. 668 Supply of following items as per applicable Indian standards/CEA Guidelines. 669 Rubber hand gloves (11 kV grade). 670 Rubber hand gloves (33 kV grade). 671 Enamelled caution boards. 672 Discharge rod with earthing facility (upto 11 kV grade). 673 HV fuse puller handle. 674 Supply and application/installation of epoxy based insulation coating with breakdown voltage as per IS, suitable for system voltage as marked and shall be suitable for installation on concrete flooring of substation in airconditioned/non-airconditioned area, having smooth finish, including all labour and materials, complete as per approved drawings, job & standard specification attached with this tender and directions of the engineer-in- charge 675 For highest systen voltage of 12.1kV 676 SUPPLY OF SPARES / LAMPS 677 MV HRC Fuses 678 16 A. 679 32 A. 680 63 A. 681 100 A. 682 160 A. 683 250 A. 684 SUPPLY OF MV CABLES 685 Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 686 2 C x 10 sq. mm 687 2C x 16 sq. mm 688 2 C x 2.5 sq. mm 689 3 C x 6 sq. mm 690 2 C x 4 sq. mm 691 3 C x 4 sq. mm 692 3 C x 10 sq. mm 693 3 C x 2.5 sq. mm 694 Supply of 1100 V grade, Aluminium Conductor, XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 695 3 C x 25 sq. mm 696 3.5 C x 25 sq. mm 697 3 C x 35 sq. mm 698 2 C x 50 sq. mm 699 3 C x 95 sq. mm 700 3 C x 120 sq. mm 701 3.5 C x 185 sq. mm 702 3 C x 240 sq. mm 703 3 C x 50 sq. mm 704 3.5 C x 35 sq. mm 705 3.5 C x 95 sq. mm 706 3.5 C x 300 sq. mm 707 3.5 C x 50 sq. mm 708 3.5 C x 120 sq. mm 709 Supply of 1100 V grade, Copper Conductor, Individual pair shielded & Overall shielded, twisted pair/triad, XLPE insulated, Armored, FRLS outer-sheathed cables of following sizes as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge. 710 1 Pair x 2.5 sq. mm 711 2 Pair x 2.5 sq. mm 712 4 Pair x 2.5 sq. mm 713 6 Pair x 2.5 sq. mm 714 12 Pair x 2.5 sq. mm 715 SUPPLY OF HV CABLES (MULTI CORE) 716 Supply of 6.6 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 717 3 C x 240sq. mm, Al 718 Supply of 11 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standardspecification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 719 3 C x 240 sq. mm, Al 720 3 C x 300 sq. mm, Al 721 SUPPLY OF HV CABLES (SINGLE CORE) 722 Supply of 6.6 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 723 1 C x 630 sq. mm, Al 724 Supply of 11 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 725 1 C x 630 sq. mm, Al 726 LAYING OF CABLES 727 Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 728 Cables with OD above 80 mm but upto 100 mm. 729 Cables with OD above 50 mm but upto 60 mm. 730 Cables with OD above 60 mm but upto 80 mm. 731 Cables with OD above 30 mm but upto 40 mm. 732 Cables with OD above 20 mm but upto 30 mm. 733 Cables with OD upto 20 mm. 734 Cables with OD above 40 mm but upto 50 mm. 735 Laying of cables (using cable pulling by motorized winch with torque limits) of different voltage grade and types of the following overall diameters in ready trays/trenches/supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 736 Cables with OD upto 20 mm. 737 Cables with OD above 20 mm but upto 30 mm. 738 Cables with OD above 30 mm but upto 40 mm. 739 Cables with OD above 40 mm but upto 50 mm. 740 Cables with OD above 50 mm but upto 60 mm. 741 Cables with OD above 60 mm but upto 80 mm. 742 Cables with OD above 80 mm but upto 100 mm. 743 END TERMINATIONS 744 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per IEC-60331, specifications of this tender and directions of Engineer-in- Charge. (Actual area of surface painted shall be measured). 745 Supply of Unearthed grade H.V. termination kits of (indoor/outdoor type) as per EIL standard specification No. 6-51-0051, excluding cable glands and lugs, as per approved drawings and as per specifications of this tender and directions of Engineer-in-Charge. 746 3 Core cable Indoor termination kit for 6.6 kV240 mm² 747 3 Core cable Outdoor termination kit for 6.6 kV240 mm² 748 3 Core cable Indoor termination kit for 6.6 kV300 mm² 749 3 Core cable Indoor termination kit for 11 kV300 mm² 750 3 Core cable Indoor termination kit for 11 kV240 mm² 751 1 Core cable Indoor termination kit for 6.6 kV630 mm² 752 1 Core cable Indoor termination kit for 11 kV630 mm² 753 Termination of Unearthed grade HV cables and connection of leads including fixing of cable glands,supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug onto the conductor, restoration of the insulation, clamping of cable cores and earthing of armour, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excluding supply of termination kits and cable glands). 754 3 Core cable termination kit for 6.6 kV300 mm² 755 3 Core cable termination kit for 6.6 kV240 mm² 756 3 Core cable termination kit for 11 kV300 mm² 757 3 Core cable termination kit for 11 kV240 mm² 758 1 Core cable termination kit for 6.6 kV630 mm² 759 1 Core cable termination kit for 11 kV630 mm² 760 Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but includingfixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 761 Cables with OD above 60 mm but upto 80 mm. 762 Cables with OD above 40 mm but upto 50 mm. 763 Cables with OD above 30 mm but upto 40 mm. 764 Cables with OD above 50 mm but upto 60 mm. 765 Cables with OD upto 20 mm. 766 Cables with OD above 20 mm but upto 30 mm. 767 Termination of communication, fire alarm & control paired cables and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations,cutting, stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable- cores, marking with wire number, ferrules etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 768 All sizes from 1P to 4P and upto 2.5 sq. mm 769 All sizes from 5P to 10P and upto 2.5 sq. mm 770 All sizes from 11P to 15P and upto 2.5 sq. mm 771 STRAIGHT THROUGH JOINTS 772 Supply and Making of heat shrinkable type straight through joints for 1100 volt grade power cablesas per EIL standard specification No. 6-51-0051, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 773 Cables with OD above 30 mm but upto 40 mm. 774 Cables with OD above 50 mm but upto 60 mm. 775 Cables with OD above 60 mm but upto 80 mm. 776 Cables with OD upto 20 mm. 777 Cables with OD above 40 mm but upto 50 mm. 778 Cables with OD above 20 mm but upto 30 mm. 779 Supply of heat shrinkable type Straight through jointing kits for Unearthed grade H.V. cables of the following sizes,as per EIL standard specification No. 6-51-0051, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 780 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 781 3 Core cable Straight through jointing kits for 11 kV300 mm² 782 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 783 1 Core cable Straight through jointing kits for 11 kV630 mm² 784 Making of Straight through joints for H.V. cables of following sizes excluding supply of jointing kit and accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 785 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 786 3 Core cable Straight through jointing kits for 11 kV300 mm² 787 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 788 1 Core cable Straight through jointing kits for 11 kV630 mm² 789 Supply and Making of heat shrinkable type straight through joints for communication, fire alarm & control paired cables, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 790 All sizes from 5P to 10P and upto 2.5 sq. mm 791 All sizes from 11P to 15P and upto 2.5 sq. mm 792 All sizes from 1P to 4P and upto 2.5 sq. mm 793 G.I. & PVC PIPES 794 Supply and laying of following sizes ofG.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 795 100 mm NB. 796 150 mm NB. 797 50 mm NB. 798 STRUCTURAL STEEL 799 Supply, fabrication, galvanising andinstallation of base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including welding, bolting, rivetting, supply of necessary anchor bolts and grouting etc., including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid). 800 CABLE - TRAYS 801 Supply and installation of prefabricated hot dip galvanised steel cable trays, fabricated out of hot rolled sheet steel with rigid welded construction ladder type with a rung as per std. 7-51-0333, of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 802 Reducers 750 - 450 RHS. 803 Reducers 750 - 600 RHS. 804 Reducers 750 - 600 LHS. 805 Horizontal bends for 450 mm wide tray with 1000 mm bending radius. 806 Horizontal bends for 600 mm wide tray with 1000 mm bending radius. 807 Vertical outside bends for 450 mm wide tray with 1000 mm bending radius. 808 Vertical outside bends for 600 mm wide tray with 1000 mm bending radius. 809 Vertical inside bends for 600 mm wide tray with 1000 mm bending radius. 810 Tee Joints for 450 mm wide tray with 1000 mm bending radius. 811 Tee Joints for 600 mm wide tray with 1000 mm bending radius. 812 Tee Joints for 750 mm wide tray with 1000 mm bending radius. 813 Cross Joints for 450 mm wide tray with 1000 mm bending radius. 814 Cross Joints for 750 mm wide tray with 1000 mm bending radius. 815 Vertical inside bends for 750 mm wide tray with 1000 mm bending radius. 816 300 mm wide Straight run cable tray. 817 Horizontal bends for 750 mm wide tray with 1000 mm bending radius. 818 Vertical outside bends for 750 mm wide tray with 1000 mm bending radius. 819 600 mm wide Straight run cable tray. 820 Reducers 750 - 300 RHS. 821 Reducers 600 - 300 RHS. 822 Horizontal bends for 300 mm wide tray with 1000 mm bending radius. 823 Vertical outside bends for 300 mm wide tray with 1000 mm bending radius 824 Vertical inside bends for 300 mm wide tray with 1000 mm bending radius 825 Tee Joints for 300 mm wide tray with 1000 mm bending radius. 826 450 mm wide Straight run cable tray. 827 750 mm wide Straight run cable tray. 828 Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 829 150 mm wide. 830 60 mm wide. 831 100 mm wide. 832 Supply, fabrication andinstallation of 0.91 mm (20 gauge) GI sheet covers for cable trays, including necessary hardwares, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 833 CABLE GLANDS 834 Supply of nickel-plated, flame proof IIA/IIB double compression type brass cable glands, suitable for out door terminations of armoured PVC cables of following overall diameter (excluding termination and connection of cables), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 835 Cables with OD above 50 mm but upto 60 mm. 836 Cables with OD above 30 mm but upto 40 mm. 837 Cables with OD above 40 mm but upto 50 mm. 838 Cables with OD above 60 mm but upto 80 mm. 839 Cables with OD above 20 mm but upto 30 mm. 840 Cables with OD upto 20 mm. 841 Supply of nickel plated brass double compression cable glands suitable for outdoor installations (WP) of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 842 Cables with OD upto 20 mm. 843 Cables with OD above 20 mm but upto 30 mm. 844 Cables with OD above 30 mm but upto 40 mm. 845 Cables with OD above 40 mm but upto 50 mm. 846 Cables with OD above 50 mm but upto 60 mm. 847 Cables with OD above 60 mm but upto 80 mm. 848 Supply of nickel plated brass single compression cable glands of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 849 Cables with OD upto 20 mm. 850 Cables with OD above 20 mm but upto 30 mm. 851 Cables with OD above 30 mm but upto 40 mm. 852 Cables with OD above 40 mm but upto 50 mm. 853 Cables with OD above 50 mm but upto 60 mm. 854 Cables with OD above 60 mm but upto 80 mm. 855 Cables with OD above 80 mm but upto 100 mm. 856 Supply and fixing of FLP(IIA/IIB) blocking plugs for blocking unused cable entries with following diameter in outdoor electrical equipment including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 857 Cables with OD above 60 mm but upto 80 mm 858 Cables with OD above 30 mm but upto 40 mm 859 Cables with OD above 40 mm but upto 50 mm 860 Cables with OD above 50 mm but upto 60 mm 861 Cables with OD up to 20 mm 862 Cables with OD above 20 mm but upto 30 mm 863 MARKERS 864 Supply and installation of earth pit markers for directly buried GI pipe electrodes as per std. 7-51-0101 with 14 SWG enamelled steel plate engraved with white letters BURIED, EARTH ELECTRODE on JADE green background complete with support and foundation, including all labour and materials, as per approved drawings, specifications of this tender and direction of Engineer-in-Charge. 865 Supply and installation of cable markers as per std. 7-51-0301, for underground cable runs with 14 SWG enamelled steel plate with white lettering on jade green background inclusive of providing and fixing supports, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 866 CABLE LUGS 867 Supply of crimping type long barrel tinned copper lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 868 All sizes from 50 to 185 sq. mm 869 All sizes from 16 to 35 sq. mm 870 All sizes from 240 to 400 sq. mm 871 All sizes upto 10 sq. mm 872 All sizes from 500 to 1000 sq. mm 873 Supply of crimping type long barrel aluminium lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 874 All sizes upto 10 sq. mm 875 All sizes from 240 to 400 sq. mm 876 All sizes from 16 to 35 sq. mm 877 All sizes from 50 to 185 sq. mm 878 All sizes from 500 to 1000 sq. mm 879 Supply of crimping type long barrel Bimetallic lugs with Al barrel & tinned Cu palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 880 All sizes from 50 to 185 sq. mm 881 All sizes from 240 to 400 sq. mm 882 All sizes upto 10 sq. mm 883 All sizes from 16 to 35 sq. mm 884 All sizes from 500 to 1000 sq. mm 885 Supply of crimping type long barrel Bimetallic lugs with tinned Cu barrel & Al palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 886 All sizes upto 10 sq. mm 887 All sizes from 16 to 35 sq. mm 888 All sizes from 240 to 400 sq. mm 889 All sizes from 50 to 185 sq. mm 890 All sizes from 500 to 1000 sq. mm 891 FIRE PROOFING OF CABLES 892 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. (Actual area of surface painted shall be measured). 893 ADAPTORS / REDUCERS / NIPPLES ETC. 894 Supply and fixing nickel-plated brass adaptors/ reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 895 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 896 Eqpt. Thread 1 PF (J.I.S.) - E.T. Thread 3/4ET 897 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 898 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 899 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 900 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 901 Supply and installation of GI reducers/enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 902 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 903 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 904 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 905 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 906 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 907 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 908 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 909 Eqpt. Thread 2 ET (IS) -E.T. Thread 1-1/2 ET 910 Supply and fixing FLP(IIA/IIB), weatherproof, nickel-plated brass adaptors/reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 911 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 912 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 3/4ET 913 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 914 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 915 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 916 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 917 Supply and installation of FLP(IIA/IIB) GI reducers/ enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 918 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 919 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 920 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 921 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 922 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 923 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 924 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 925 LIGHTING POLES 926 Supply and installation of Lighting Poles for floor mounting as per std. 7-51-0201, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 927 Lighting poles including supply and connection of wires upto fixtures for safe areas. 928 Supply andinstallation of platform Lighting pole as per std. 7-51-0202,including all welding, structural works, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 929 Lighting poles including supply and connection of wires upto fixtures for safe areas. 930 Supply andinstallation of street lighting poles (single bracket/double bracket) including built in marshalling box andnecessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs,including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 931 Poles as per std. 7-51-0233 with MB as per 7-51-0208 for safe area 932 Poles as per std. 7-51-0234 sht. 2 of 2 (Single bracket) 933 HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES 934 Installation, connection, testing and commissioning of following types of flame proof/Div.2 lighting fixtures and accessories, including cable termination and connection, fixing of cable glands, lugs, including supply of necessary hardwares, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 935 3-way, junction box. 936 4-way, junction box. 937 Well glass type pole mounting type for Ground Level. 938 Well glass type ceiling mounted. 939 Well glass type bracket mounted. 940 Well glass type pole mounting type for Platform. 941 Supply and installation of Type-`A clamps(for bracket mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamp as per EIL std.no.7-51-0221, including supply and fixing of anchor fasteners, nuts and bolts, washers etc. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 942 Supply and installation of adapters for Platform and ground pole mounted lighting fixtures as per EIL std.no.7-51-0221, approved drawings, specifications of this tender and directions of Engineer-in-Charge. 943 Supply and installation of Type-`B clamps(for ceiling mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamps per EIL std.no.7-51-0221, including supply and fixing of anchor fastners,nuts and bolts,washers as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 944 SAFE AREA LIGHTING FIXTURES 945 Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge. 946 Type LED SFD-12 Fixtures. 947 Type LED BK-3 Fixtures. 948 Type LED ST-10 Fixtures. 949 Type LED FD-1 Fixtures. 950 Type LED FD-2 Fixtures. 951 Type LED FD-3 Fixtures. 952 JUNCTION BOXES (OUTDOOR / INDOOR TYPE) 953 Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box WP type suitable for outdoor/indoor installation with number of outgoing ways as under, complete with PVC connectors, supply and fixing of cable glands, including supply of required size and number of terminals, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 954 3 way. 955 4 way. 956 LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS 957 Supply, installation, connection, testing and commissioning offlame proof weather proof lighting/power panels(for gas group IIA/IIB) as per EIL std. spec. 6-51-0008, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 958 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 959 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 960 Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with completewiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 961 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 962 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 963 63 A, 4 pole incomer MCB isolator and 18 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 964 WIRING 965 Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing),from lighting/powerpanel/distribution junction box, excluding the supply of cable, junction boxes and cable glands but including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 966 3 C x 2.5 sq. mm 967 3 C x 4 sq. mm 968 Circuit wiring in hazardous areas using (sizes given below) copper conductor, XLPE insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 969 3 C x 2.5 sq. mm 970 EARTH ELECTRODES 971 Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 972 GI earth electrode as per std. 7-51-0102. 973 COPPER EARTH ELECTRODES 974 Supply, installation, testing and commissioning of Cu earth electrodes complete with 38 mm outer dia x 3 mm thick Cu pipe in a depth of 25Mtr, 3mm Thick 4Inch X 12 Inch Copper plate, earth pit and all necessary materials including excavation of earth pit, filling with charcoal and salt, bentonite powder, back filling, providing necessary brickwork, connections, including all labour and materials, as per sketch B861-000-16-50-DS-4001, approved drawings, specifications of this tender and directions of Engineer-in-Charge 975 EARTH STRIPS 976 Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 977 100 X 12 mm 978 40 x 5 mm 979 25 x 3 mm 980 50 x 6 mm 981 Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 982 100 X 12 mm 983 40 x 5 mm 984 25 x 3 mm 985 50 x 6 mm 986 EARTHING CONNECTION 987 Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 988 3/8 dia (10 mm) flexible rope. 989 5/8 dia (16 mm) flexible rope. 990 8 SWG GI Wire. 991 Supply and installation of 25 sq. mm (168/0.01772) copper flexibles of following length with copper lugs crimped on both sides for earthing of pipeline vessels, equipments (non electrical) as per std. 7- 51-0112, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 992 300 mm 993 500 mm 994 1500 mm 995 EARTH PLATES 996 Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 997 GI earth plate as per std. 7-51-0103. 998 EARTHING CONNECTORS 999 Supply and installation of MS ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1000 Minimum 75mm to maximum 300 mm long 1001 Supply and installation of stainless steel ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1002 Minimum 75mm to maximum 300 mm long 1003 LIGHTNING RODS 1004 Supply and installation of GI lightning rod as per std. 7-51-0503 including supply of all hardware etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1005 GI lightning rod as per std. 7-51-0503. 1006 LAYING OF COMMUNICATION / FIRE ALARM CABLES 1007 Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1008 Cables of overall dia. above 35 mm. 1009 Cables of overall dia. upto 35 mm. 1010 Laying of HDPE ducts for laying of optical fiber cables between various substations, pulling through pipes or supported on structures including supplying and fixing of GI saddle and saddle bars, including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1011 HDPE duct with overall dia. Upto 60mm 1012 HDPE duct with overall dia. above 60mm 1013 Laying of optical fiber cables between various buildings in already laid HDPE conduits for plant communication and fire alarm data highway, feeder differential protection, etc., including supply of all hardware, splice connectors, accessories, pulling through pipes or supported on structures including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1014 Cables of overall dia. upto 40 mm. 1015 Cables of overall dia. above 40 mm. 1016 STRAIGHT THROUGH JOINTS COMMUNICATION / FIRE ALARM CABLES 1017 Making of straight through joints for polyethylene insulated armoured jelly filled/ non filled overall PVC jacketed, including supply of all necessary materials for the joint, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1018 For Non-Jelly filled cables of size .9 mm5 pair 1019 For Non-Jelly filled cables of size .9 mm20 pair 1020 For Non-Jelly filled cables of size .9 mm10 pair 1021 For Jelly filled cables of size .63 mm²20 pair 1022 For Non-Jelly filled cables of size 1.5 mm²2 pair 1023 Supply of straight through jointing kit for Mono mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1024 6 Fiber 1025 Supply of straight through jointing kit for Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1026 6 Fiber 1027 Making of straight through jointing kit for Mono/Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1028 6 Fiber 1029 END TERMINATIONS FOR COMMUNICATION/FIRE ALARM CABLES. 1030 Termination of following polyethylene insulated armoured jelly filled/ non filled cables including cutting, stripping of cable insulation, sealing of jacket including supply of termination kit, hardware, including all labour and materials, as per approved drawings, specification of this tender and directions of Engineer-in-Charge. 1031 For Non-Jelly filled cables of size .9 mm5 pair 1032 For Non-Jelly filled cables of size .9 mm2 pair 1033 For Non-Jelly filled cables of size .9 mm50 pair 1034 For Non-Jelly filled cables of size .63 mm20 pair 1035 For Non-Jelly filled cables of size 1.5 mm2 pair 1036 For Non-Jelly filled cables of size 1.5 mm²2 pair 1037 Supply ,Installation, testing and commissioning of Fiber Optic Patch panel (LIU) for following type & number of fiber for OFCs including all accessories for terminating, pigtails with Connectors, patch cords with connectors, Splicing sleeves and splice tray including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1038 For 6 fiber Mono mode cable with LC pigtails and LC patch cords 1039 For 6 fiber Mono mode cable with SC pigtails and LC patch cords 1040 For 6 fiber Mono mode cable with ST pigtails and LC patch cords 1041 For 6 fiber Mono mode cable with LC pigtails and SC patch cords 1042 For 6 fiber Mono mode cable with LC pigtails and ST patch cords 1043 For 6 fiber Mono mode cable with SC pigtails and SC patch cords 1044 For 6 fiber Mono mode cable with SC pigtails and ST patch cords 1045 For 6 fiber Mono mode cable with ST pigtails and SC patch cords 1046 For 6 fiber Mono mode cable with ST pigtails and ST patch cords 1047 Termination of optical fiber cables for various systems including supply of all hardware, splice connectors, accessories, including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1048 6 Fiber 1049 SUPPLY OF COMMUNICATION / FIRE ALALRM CABLE / CONDUITS / DUCTS 1050 Supply of communication, fire alarm & control paired cables of following sizes as per EIL standard specification No.6-51-0052, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1051 Jelly filled cables of size .9 mm20 pair 1052 Jelly filled cables of size .9 mm10 pair 1053 Non-Jelly filled cables of size .9 mm5 pair 1054 Non-Jelly filled cables of size .9 mm2 pair 1055 Non-Jelly filled cables of size 1.5 mm2 pair 1056 Non-Jelly filled cables of size .9 mm50 pair 1057 Non-Jelly filled cables of size .63 mm2 pair 1058 Supply of Mono mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1059 6 Fiber multitube construction 1060 Supply of Multi mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1061 6 Fiber multitube construction 1062 Supply of HDPE ducts for laying of optical fiber cables between various substations, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1063 HDPE duct with overall dia. Upto 60mm 1064 HDPE duct with overall dia. above 60mm 1065 CIVIL WORKS/M.S. CHEQUERED PLATE 1066 Making through and through cut outs in pockets of size 150 mm dia in the RCC floor/walls of trenches/buildings of thickness upto 200mm for facilitation cable entries using concrete cutting machines including all labour and materials as per approved drawings, specifications of this tender and directions of Engineer -in-charge 1067 Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured). 1068 Excavation and backfilling of trenches in all types of soil including rock. 1069 Excavation and backfilling of trenches in all types of soil except rock. 1070 Supply and laying of 40 mm size gravel in one layer of 100/150 mm thick including dressing of soil surface and laying the aggregate in uniform layer and density, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge ( Aggregate will be measured in boxes of size 1.5 m x 1.5 m x 0.5 m which shall be taken as 1 cubic metre, the boxes are to be furnished by the contractor free of cost for measuring purposes). 1071 40 mm size gravel. 1072 Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge. 1073 Fine river sand. 1074 Supply and spreading of approved FLY ASH BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured). 1075 Bricks. 1076 Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1077 6 mm thick M.S. chequered plate. 1078 Making through and through cut outs in pockets of following shape and size in the RCC floor/ walls of trenches/ buildings of thickness above 200 mm and upto 400 mm for facilitating cable/ duct entries, using concrete cutting machines and making cut out good using plastering and painting including all material and labour as per approved drawings, specification of this tender and directions of Engineer-in-charge. 1079 Rectangular Cut Out of length 200 mmwidth 200 mm 1080 Circular Cut Out of diameter 150 mm 1081 LAN SYSTEMS 1082 Supply, installation, mounting, testing & commissioning of following Ethernet switches including performance warranty certification(for LAN) of 25 years through OEM, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge. 1083 Etherswitch Rack Type-I 1084 PAINTING & MARKING 1085 Letter painting and marking of all buses of switchboards, all incomers, bus couplers, outgoings with details of Tag No, feeder rating in KW/Amp, sending end source, in the front of the panels and bus bar, panel nos.etc. on the rear side of the panels for all switchboards, all other substation equipment viz.transformers, capacitors, neutral grounding resistors, VFD panels, other panels, etc for equipment housed in electrical substations including supply of all material such as stickers, enamel paints, stencil, etc including supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1086 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1087 Each alphabet/character upto 2 inch in height/length 1088 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1089 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1090 Letter painting of tag nos., applicable circuit nos. for identification with red/black/white paint for all outdoor equipment in safe and hazardous areas viz.light fittings, control gear boxes, lighting/power panels, welding receptacles, convenience receptacles, local control stations, fire alarm manual call points, fire alarm detectors, motors,field call stations, loud speakers, etc. including supply of enamel paint, all hardware as required,supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1091 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1092 Each alphabet/character upto 2 inch in height/length 1093 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1094 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1095 INSTRUMENTATION 1096 PRESSURE GAUGES AND ACCESSORIES (Incl. supply of Impulse pipe/Tubing material) 1097 Installation of Line mounted or Remote mounted or Local Gauge Board mounted Pressure gauge/ Pressure gauge with Pulsation Dampener/ Syphon/ Overrange Protector (direct/ surface mounted/ diaphragm seal type) inclusive of mounting of instrument, supply of piping and tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specification, supply and erection of supports, mounting on support, (if support required), laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument, Gauge Board, Yoke, and Calibration. 1098 In Carbon Steel as per Standard 7-52-1103 1099 In Carbon Steel as per Standard 7-52-4079. 1100 DIFFERENTIAL PRESSURE GAUGES (Incl. supply of Impulse pipe/Tubing materials) 1101 Installation of Differential Pressure gauge with/ without pulsation dampner/Syphon/ overrange protector including one side capillary type)/ Diaphragm seal type Differential Pressure gauge, surface/ yoke mounted inclusive of mounting of instrument, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply and erection of supports, mounting on support, laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument and Calibration 1102 In Carbon Steel as per Standard 7-52-4077. 1103 In Carbon Steel as per Standard 7-52-4078. 1104 PRESS.INSTRUMENTS (Incl. supply of Impulse pipe/Tubing material) 1105 Installation of Pressure Transmitters/ Pressure Switches (with or without Pulsation Dampener, Overrange Protector)/ Diaphragm seal type Pressure Transmitters/ Diaphragm seal type Pressure Switches including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply of supports for capillary, supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1106 In Carbon Steel as per Standard 7-52-1101 1107 In Carbon Steel as per Standard 7-52-1159 1108 In Carbon Steel as per Standard 7-52-1188 1109 In Carbon Steel as per Standard 7-52-1102 1110 In Carbon Steel as per Standard 7-52-1163 1111 In Stainless Steel as per Standard 7-52-1159 1112 DIFFERENTIAL PRESSURE INSTRUMENTS (Incl. supply of Impulse pipe/Tubing materials) 1113 Installation of Differential Pressure Transmitters (including one side capillary type)/ Differential Pressure Switch(including one side capillary type)/ Diaphragm seal type DP Transmitters/ Diaphragm seal type DP Switch including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, ,supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, supply and fabricating of supports for capillary, laying of capillary on supports, painting, installation of flushing connection, hydraulic testing of impulse lines as per standard indicated below but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1114 In Carbon Steel as per Standard 7-52-1140 1115 In Carbon Steel as per Standard 7-52-1192 1116 DIFFERENTIAL PRESSURE (FLOW) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1117 Installation of Differential pressure(with or without integral manifold)/ Diaphragm Seal Type Differential Pressure flow instruments including Mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings as per specifications enclosed,supply of supports for impulse lines/ manifolds/ capillary, fabrication and Installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instruments, all Electrical/ Pneumatic connections, Yoke and Calibration. 1118 In Carbon Steel as per Standard 7-52-3489. 1119 In Carbon Steel as per Standard 7-52-3490. 1120 In Carbon Steel as per Standard 7-52-3491. 1121 In Stainless Steel as per Standard 7-52-3490. 1122 ULTRASONIC FLOWMETER 1123 Installation of Transmitters/ Preamplifiers for ultrasonic flowmeters on yoke/ instrument (if required) including Straight length spool piece with pressure and temperature compensation loop including laying and termination of interconnection cable supports for cables as required, painting of supports but exclusive of supply of instrument, yoke and calibration. 1124 Installation of Transmitters/ Preamplifiers for Ultrasonic Flowmeters 1125 DIFFERENTIAL PRESSURE (LEVEL) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1126 Installation of DP type/ Diaphragm Seal DP type Level Instrument including mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings, as per specifications enclosed, supply of supports for impulse line/ capillary/ manifold, fabrication of manifolds and erection wherever required, laying of capillary on supports, fabrication and installation of impulse lines with support as per Standard indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument,all Electrical/ Pneumatic connections, Yoke and Calibration. 1127 In Carbon Steel as per Standard 7-52-1523. 1128 In Carbon Steel as per Standard 7-52-1524. 1129 LEVEL GAUGES (Incl. supply of Impulse pipe/Tubing material) 1130 Installation of Level Gauges on Vessel/ Piping/ Standpipes with minor modification wherever required, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specifications enclosed, fabrication of primary piping, fabrication and installation of drain valve/ vent valve assembly as per Standard indicated below, hydraulic testing of gauge, installation of illuminators/ non-frosting extension if required but exclusive of Supply of Gauges and Illuminators. 1131 In Carbon Steel as per Standard 7-52-1527 1132 SERVO TYPE TANK GAUGES 1133 Installation/ interconnection of Servo type Gauges with/ without Tank Farm Management (TFM) System components. Installation of Gauge, Isolation ball valve, Calibration chamber on flanged equipment nozzle, with or without still well, Junction boxes with barriers, power switch, all Electrical connections but exclusive of Supply of Instrument, still well and Calibration/ Setting of gauges. 1134 Servo Gauge Installation 1135 RADAR LEVEL INSTRUMENTS 1136 Installation of radar sensor and antenna, flanged type connection on equipment nozzle/ rail mounting with/without still well, but exclusive of supply of instruments. Installation of electronics units (total system for indication, transmission, marshalling etc. for one tank), including mounting on Yoke, supply of angle tray with supports, fabrication and erection of supports and laying of cable up to instrument/probe with clamps, termination of cables at both ends, but exclusive of supply of Instruments, supply of yokes and Calibration. 1137 Installation of Top Mounted Radar 1138 Installation of tank side indicator/electronic unit (total system for indication/ transmission/marshalling etc., as required for one tank) including mounting on yoke/support, fabrication and erection of supports, laying and termination of interconnecting cable up to instrument/ indicator with clamps, termination of cables at both ends, painting of supports but exclusive of supply of instruments, yoke, cables and calibration. 1139 Tank Side Indicator 1140 TEMPERATURE INSTRUMENTS 1141 Installation of Temperature Indicators/ Gauges (Filled system/ Bimetallic) RTD/ Thermocouple/ Temperature Switches/ Temperature transmitters with flanged thermowell inclusive of installation of machined/ built-up thermowells on the nozzle and installation of Instruments, Electrical/ Pneumatic connection but exclusive of Supply of Instruments/ Elements/ Thermowell, and Calibration. 1142 Temperature Indicator/ Gauges (Bimetallic Type) with thermowell on flanged wells 1143 TEMPERATURE TRANSMITTERS (REMOTE MOUNTED) 1144 Thermocouple/ RTD element with thermowell, along with Temperature Transmitter remote mounted. Installation of transmitter including mounting on yoke, fabrication and erection of supports with clamps and laying of extension/RTD cable upto thermocouple, termination of cables at both ends, painting of supports but exclusive of Supply of Instruments, Cable, Yoke and Calibration. 1145 Temperature transmitter and RTD. 1146 Temperature Transmitter and RTD with flanged well 1147 Multipoint temperature transmitter with Thermocouple / RTD 1148 MISCELLANEOUS ITEMS AND DEVICES 1149 Mounting of Miscellaneous instrument items as listed below on Yoke; fabrication and erection of Supports and including installation of instrument items,paintingofsupportsbutexclusiveofSupplyofInstrumentitems, Piping/ Tubing material / Calibration and supply and erection of Yoke support. 1150 ER probe assembly with accessories like flange, valve etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1151 Corrosion coupon assembly with accessories like flange, valve etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1152 Weather proof Push Button Station/ Selector Switches. 1153 Corrosion Transmitters 1154 CALIBRATION/ TESTING 1155 Cleaning, adjusting stroke/ positioner, stroke speed checking of Control and On-off (Shutdown) valves. Providing equipments, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable and loop testing. Excludes flow calibration 1156 Control Valves 1157 Self Actuated Pressure reducing valves 1158 Cleaning, set pressure tests of Pressure Relief and Thermal Relief Valves. Providing equipment, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable. Excludes flow calibration. 1159 Sizes upto 3/4 x 1 threaded 1160 Inlet Sizes upto 2 flanged, rating 150# to 2500# 1161 Cleaning, calibration of the instrumentslisted below including removal of instrumentfromreinstalledlocationslikepanels,enclosures,racks,field etc.,andfixingthembackinrespectiveplaces,providingequipments, necessarytestjig,InstrumentAir,NitrogenCylinders,testreports,all consumable, exceptforspecialimportedtestequipments for electronic instruments to be supplied by owner if available. 1162 Pressure gauges 1163 Pressure transmitters 1164 Differential Pressure Gauges 1165 Differential Pressure Transmitters for Flow, Level and D.P. 1166 Temperature gauges 1167 Temperature Transmitters 1168 Tank Level Instrument (Radar type) 1169 Servo Type Tank Gauges 1170 Electronic Local Indicator 1171 Cleaning, checking and functional tests for flowmeters. Providing equipments, necessary test jig, Instrument Air, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available. Excludes flow calibration. 1172 Ultrasonic flowmeters 1173 LOOP CHECKING 1174 Loop checking (excluding calibration/ testing) of the instruments listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1175 Pressure transmitters 1176 Differential Pressure Transmitters for Flow, Level and D.P. 1177 Temperature Transmitters 1178 Special Level Instruments/ Guided Wave / Ecclipse type Radar level instruments 1179 Tank Level Instruments (Radar type) 1180 Electronic Local Indicator 1181 Speed / Vibration Transmitter 1182 Push Button/Selector Switches/Lamps 1183 Control valve positioner 1184 Corrosion Transmitter 1185 Loop checking (excluding calibration/ testing) of the flowmeters listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1186 Ultrasonic flowmeters 1187 SUPPLY ITEMS 1188 Supply of Instrument items as per specifications enclosed elsewhere in the Tender. 1189 24 Orifice plate as per Instrument data sheet no. B861-700-YF-DS-0001. 1190 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001. 1191 3/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001/B861-851-YF-DS-0001. 1192 4/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-851-YF-DS-0001. 1193 Magnetic Level Gauge as per Instrument data sheet no. B861-701-YL-DS-2900. 1194 Breather valve as per Instrument data sheet no. B861-701-YB-DS-3200. 1195 Retractor Tool for ER probes system & Corrosion coupon system as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1196 Tubular ER Probe system (Tag No. 701-CP-1701) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1701), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1197 Tubular ER Probe system (Tag No. 701-CP-1801) with ER probe assembly,corrosion transmitter (Tag No. 701-CT-1801), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1198 Tubular ER Probe system (Tag No. 701-CP-1901) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1901), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1199 Tubular ER Probe system (Tag No. 701-CP-2001) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2001), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1200 Tubular ER Probe system (Tag No. 701-CP-2101) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2101), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1201 Corrosion coupon system (Tag No. 701-CC-1701) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1202 Corrosion coupon system(Tag No. 701-CC-1801) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon locationas per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1203 Corrosion coupon system(Tag No. 701-CC-1901) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1204 Corrosion coupon system(Tag No. 701-CC-2001) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1205 Corrosion coupon system(Tag No. 701-CC-2101) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1206 24 V DC loop powered spare corrosion Transmitter. 1207 Type: Non-contact type Radar Level Instrument (Tag No. 700-LT-1601)as per data sheet no.B861-700-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1208 Type: Non-contact type Radar Level Instrument (Tag no. 700-LT-1602)as per data sheet no.B861-700-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply,Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1209 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2201) as per data sheet no.B861-701-YL-DS-2000 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316 , Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1210 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2203) as per data sheet no.B861-701-YL-DS-2001 , Smart Transmitter with integral display, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1211 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2204) as per data sheet no.B861-701-YL-DS-2002 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 6 Flanged connection / Top mounted , Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1212 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5501) as per data sheet no.B861-851-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1213 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5502) as per data sheet no.B861-851-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1214 Type: Servo Level Instrument (TagNo. 701-LT-2202) as per data sheet no.B861-701-YL-DS-2003 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART/ 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1215 Signal cableXLPE insulatedFRLS 2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7006. 1216 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0002. 1217 Signal cableFR2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7009. 1218 Industrial grade 4 1/2 digit digital Multimeter including accessories like battery, connecting pin, carry bag. 1219 Industrial grade digital mA loop calibrator including accessories like battery, connecting pin, carry bag. 1220 Industrial grade Multifunction calibrator with low , high pressure pump including accessories like charger, connecting pin, carry bag. 1221 Universal hand-held HART communicators with accessories including charger, connecting pin, carry bag. 1222 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3150 & B861-851-YI-DS-3150. 1223 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3151. 1224 Differential Pressure Transmitter-HART as per data sheet no. B861-700-YI-DS-3200. 1225 Differential Pressure (Level) Transmitter-HART as per data sheet no. B861-701-YI-DS-3050. 1226 Pressure Transmitter-HART as per data sheet no. B861-700-YP-DS-3001,B861-700-YP-DS-3002, B861-700-YP-DS-3003 & B861-701-YP-DS-3001. 1227 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3002 & B861-851-YP-DS-3002. 1228 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3003 & B861-851-YP-DS-3001. 1229 Multipoint Temperature Elements - RTD with thermowell as per data sheet no. B861-701-YT-DS-4050. 1230 Temperature Elements - RTD with thermowell as per data sheet no. B861-700-YT-DS-4101, B861-701-YT-DS-4002, B861-851-YT-DS-4001. 1231 Temperature Transmitter-HART as per data sheet no. B861-700-YI-DS-3100, B861-701-YI-DS-3100, B861-701-YI-DS-3101, B861-701-YI-DS-3102 & B861-851-YI-DS-3100. 1232 Temperature Elements - RTD as per data sheet no. B861-701-YT-DS-4001. 1233 Signal cableFR 1PX1.5 mm2 as per data sheet no.B861-000-YS-DS-7008. 1234 Pressure Gauges as per data sheet no. B861-851-YP-DS-1100 & B861-700-YP-DS-1100, B861-701-YP-DS-1100. 1235 Temperature Gauges with thermowell as per data sheet no. B861-851-YT-DS-4100, B861-700-YT-DS-4105, B861-701-YT-DS-4100. 1236 Pressure Gauges as per data sheet no. B861-700-YP-DS-1101, B861-701-YP-DS-1101. 1237 Differential Pressure Gauges as per data sheet no. B861-700-YP-DS-1102, B861-701-YP-DS-1102. 1238 Temperature Gauges with thermowell as per data sheet no. B861-700-YT-DS-4104, B861-701-YT-DS-4101. 1239 Signal cableXLPE insulatedFRLS 12PX1.5 mm2 1240 Signal cableXLPE insulatedFRLS 1PX1.5 mm2 1241 Supply of Junction boxes of various types and specifications 1242 Junction Box, Weatherproof type for 12 Pair Cable 1243 Junction Box, Weatherproof type for 3 Way 1244 Supply of Cable glands ofvarioustypes and specifications 1245 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1/2 NPTM 1246 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1 1/2 NPTM 1247 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 3/4 NPTM 1248 Supply of plugs for cable entries of varioustypes and specifications 1249 Plug ,weatherproof type, SS 304 material, 1/2 NPTM 1250 Plug ,weatherproof type, SS 304 material, 1 1/2 NPTM 1251 Plug ,weatherproof type, SS 304 material, 3/4 NPTM 1252 Supply of compression tube fittings in Stainless Steel of various types and specifications 1253 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/2 OD 153 Bar 1254 Male Connector: Material: SS-316 : Size: 1/4 NPTM X 1/4 OD 153 Bar 1255 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/4 OD 153 Bar 1256 SS 316 Ball Valve 1/2 TH 41 Bar. 1257 Tube Union: Material: SS-316 ; Size: 1/2 OD x 1/2 OD 153 Bar 1258 Tube Cap; Material: SS-316 ; Size : 1/2 OD 153 Bar 1259 6 Way Air Manifold SS316 1260 Supply of instrument tubes of different types and specifications 1261 SS316L tube 1/2 OD 153 Bar 1262 SS316L tube 1/4 OD 153 Bar 1263 Supply of pipe and pipe fittings 1264 SS316 Pipe 1 PL End, SCH. 40S 1265 10% of impulse piping / tubing material subject to minimum 1 number (1 meter for pipe / tube), whichever is higher, of each type, size, rating & material wise (such as valves, fittings, pipes, tubes, compression fittings as listed in the list of items of installation standard no. 7-52-3489, 7-52-3490, 7-52-3491, 7-52-1527, 7-52-1523, 7-52-1524, 7-52-4077, 7-52-4078, 7-52-1192, 7-52-1140, 7-52-1103, 7-52-4079 , 7-52-1101, 7-52-1102, 7-52-1159, 7-52-1188 & 7-52-1163) in the overall SOR quantity as per specification as a Mandatory spare. 1266 SS316 Nipple 1/2 TH x TH, SCH. 80S 1267 SS316 Nipple 1 TH x PL, SCH. 40S 1268 SS316 Nipple 1 PL x PL, SCH. 40S 1269 SS316 Equal Tee 1 SW, 3000# 1270 SS316 Elbow 1” SW, 3000# 1271 SS316 Cap 1/2” TH, 3000# 1272 SS316 Cap 1” TH, 3000# 1273 SS316 Coupling full 1” SW, 3000# 1274 SS316 Globe Valve 1 SW, body rating: 800#, end rating: 3000# 1275 JUNCTION BOX INSTALLATION 1276 Installation of weatherproof junction boxes including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 12Px0.5/1.0/1.5/2.5 mm² Signal/Alarm/ Control. 1277 Installation of weatherproof three way junction boxes for Power including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 2C x 2.5 mm² 1278 LAYING OF CABLES 1279 Laying of instrumentation cables for signal, alarm, shutdown, control and signal cable on ducts, main trays, perforated trays, angle trays, trenches (including opening of cable duct covers if requiredthrough IRCs {Instrument Road Crossings}) including clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire, providing and fixing identifying tags and megger testing but exclusive of supply of cables and erection of ducts, main tray, perforated tray/ angle trays and preparation of cable trench. 1280 Signal / Alarm / Control Cables of cable sizes 1P x 1.5 / 2.5 mm² 1281 Signal/ Alarm/ Control Cables of cable sizes 24C /12P x 1.5/ 2.5mm² 1282 Laying of power cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/ angle tray and preparation of cable trench 1283 For cable size 2C x 2.5 mm² 1284 EARTHING 1285 Supply, laying and termination of both ends of earthing cables from earth grid pit to the DCS/ Local panels/ Barrier earth bus bars in trays/ conduits/ trenches as required. 1286 At both ends of earth grid/ Instruments of copper wire (12 AWG) in trays and conduits as required excluding earth-pit preparation and electrode installation. 1287 PIPING / TUBING / FABRICATION WORK 1288 Fabrication and erection of SS Air lines and fittings including supply/ fabrication/ erection of supports, installation of distribution, pneumatic testing and painting of supports but exclusive of supply of pipe and fittings as per standard 1289 For size 1 1290 Laying of Bare/ PVC covered copper tubes/ SS tubes on perforated trays including clamping, termination at both ends, providing identifying tags at both ends and Air testing, but exclusive of supply of copper/SS tubes, fitting and erection of perforated tray/ angle tray 1291 1/2 / 12 mm O.D . (for SS tubes) 1292 Erection of SS Air distribution manifold and fittingsincludingsupply/ fabrication/ erection of supports, pneumatic testing andpaintingofsupportsbutexclusiveofsupplyofSSAir distribution manifold and fittings 1293 Installation of 6-way Air Manifold (1/2) as per Standard 7-52-1905 1294 Tubing Hook-up of Control valves/ Pneumatic Transmitters etc. with air filter regulator / positioner / solenoid valves / Current to Pneumatic converters etc. as per Standards 1295 as per standard 7-52-3982. 1296 RADIOGRAPHY - CARBON STEEL WELD JOINTS 1297 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Gauges 1298 In Carbon Steel as per Standard 7-52-1103. 1299 In Carbon Steel as per Standard 7-52-4079. 1300 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differrential Pressure Gauge 1301 In Carbon Steel as per standard 7-52-4077. 1302 In Carbon Steel as per standard 7-52-4078. 1303 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1304 In Carbon Steel as per Standard 7-52-1101. 1305 In Carbon Steel as per Standard 7-52-1159. 1306 In Carbon Steel as per Standard 7-52-1188. 1307 In Carbon Steel as per Standard 7-52-1102. 1308 In Carbon Steel as per Standard 7-52-1163. 1309 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure Instruments 1310 In Carbon Steel as per Standard 7-52-1140. 1311 In Carbon Steel as per Standard 7-52-1192. 1312 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1313 In Carbon Steel as per Standard 7-52-3489. 1314 In Carbon Steel as per Standard 7-52-3490. 1315 In Carbon Steel as per Standard 7-52-3491. 1316 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Level) Instruments 1317 In Carbon Steel as per Standard 7-52-1523. 1318 In Carbon Steel as per Standard7-52-1524. 1319 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Magnetic Level Gauges 1320 In Carbon Steel as per Standard 7-52-1527. 1321 RADIOGRAPHY - CS SPECIAL, ALLOY STEEL, SS 1322 Radiography conforming to the requirements of the Piping Class for all weld joints in Piping of Instrument air supply distribution, In Stainless Steel as per Standard 7-52-1905. 1323 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1324 In Stainless Steel as per Standard 7-52-1159. 1325 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1326 In Stainless Steel as per Standard 7-52-3490. 1327 Fire protection of instrument cable duct/trays 1328 Supply and erection of fire protection material for instrument cable ducts as per specification enclosed elsewhere with tender 1329 Run of Duct 600mm(W) X 300mm(H) 1330 Supply and erection of fire protection of cable trays as per specification enclosed elsewhere with tender 1331 Run of Tray 100mm (W) X 30mm (H) 1332 Run of Tray 60 mm (W) X 20mm (H) 1333 Run of Tray 150 mm (W) X 75 mm (H) 1334 Run of Tray 300 mm (W) X 75 mm (H) 1335 STRUCTURAL 1336 Supply, Fabrication and erection of Galvanised Iron duct and its supports as per standard. Duct configurations include Duct Equal Tee, Duct Expander Tee, Duct Reducer Tee, Duct Offset Bend, Duct with Reducer, Vertical Plane Tee, Vertical Plane Elbow, Duct Bridge (jumpover), Sleeves. 1337 Run of Duct 1000mm (W) X 400mm (H) 1338 Run of Duct 600mm (W) X 300mm (H) 1339 Run of Duct 800mm (W) X 300mm (H) 1340 Supply and erection of prefabricated FRP perforated trays with covers as per specifications enclosed elsewhere in tenderdocument and its support including tees, bends and elbows 1341 tray of 60 mm (W) X 20 mm (H) 1342 tray of 150 mm (W) X 75 mm (H) 1343 tray of 300 mm (W) X 75 mm (H) 1344 tray of 100 mm (W) X 30 mm (H) 1345 CANOPY FOR INSTRUMENTS AND JUNCTION BOXES 1346 Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box etc. for mounting on the stanchion and alignment as per standard 7-52-0105 1347 FRP Canopy (All sides closed) - Field Instruments 1348 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1349 FRP Canopy For Junction Box - Front Side Open 1350 FRP Canopy (All Side Closed) - Guided Wave , Mass Flow Meter 1351 FRP Canopy for RTD / Thermocouple 1352 Erection of Prefabricated FRP canopies for local instruments, Transmitters, Junction Box etc. on the stanchion and alignmentas per standard 7-52-0105 1353 FRP Canopy (All sides closed) - Field Instruments 1354 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1355 FRP Canopy For Junction Box - Front Side Open 1356 FRP Canopy for RTD / Thermocouple 1357 FRP Canopy (All Side Closed) - Radar Level Instruments 1358 GENERAL SITE WORK 1359 Supply of Yoke supports for transmitters/ preamplifiers (wherever applicable) including supply, fabrication and erection of instrument yoke of all types and painting of yoke supports but exclusive of mounting of Instrument on supports. 1360 2 Yoke supports as per standard 7-52-0101 1361 Erection of 2 Yoke supports/ stanchions for Instruments but excluding supply and fabrication of Yoke support. 1362 Erection of2 Yoke supports for instruments excluding supply of Yoke 1363 Supply, fabrication and installation of structural supports with MS channel/angle/plates etc. for supports ofmiscellaneous instruments/cabinets/panels including cutting, welding , bolting, rivetting, groutingincluding supply and installation of installation hardware like anchor bolts/nuts etc., painting of supports including supply of paints as per specification, including all labours and materials and completion of jobs in all aspects as per drawings/directions of Engineer-in-Chargenor paid). 1364 Structural steel ISMC 100 1365 Identification of instrument items wherever required including supply of approved colour of paint/ paints (Fluorescent), painting of tag number (approx 25-50 mm high) on instrument item like transmitter, switches, level gauges, control valves etc. as specified by Engineer-in-Charge. 1366 Identification of instrument items 1367 Supply, Fabrication & Installation of Concrete Pedestal (RCC) for supporting JB/Yoke but exclusive of supply of JB/Yoke as per specifications/drawing attached 1368 Size 500 mm x 500 mm x 600 mm 1369 SITE ACTIVITIES BY MECHANICAL CONTRACTOR 1370 Supply & wrapping of single layer PIR Insulation (Cold conservation type insulation ) with thickness of 50mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1371 Supply & wrapping of single layer PIR Insulation (Surface condensation type insulation ) with thickness of 25mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1372 Transportation of all types of valves (Including Control Valves, Special Control Valves, Motor Operated Valves, PRDS, Control valves, On-Off/Shutdown valves, Self actuating valves) from Owners storage points to contractors stores/worksite and installation of valvesfor all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1373 Inlet Valve size - 12 , Rating - 300# 1374 Inlet Valve size - 1 , Rating - 300# 1375 Inlet Valve size - 1 1/2 , Rating - 300# 1376 Inlet Valve size - 3 , Rating - 300# 1377 Transportation of all types of Safety Valves, Pilot Operated Safety Valves from owners storage point to contractors store/worksite and installation of valves for all ratings including assembly of valves, accessories if any, at alllocations and fixing of gaskets, bolts/nuts wherever required as per drawings, specifications and as per the directions of engineer-in-charge. 1378 Inlet size - 1 , Rating - 150# 1379 Inlet size - 2 , Rating - 150# 1380 Inlet size - 4 , Rating - 150# 1381 Inlet size - 3/4 , Rating - NPT 1382 Impulse line painting (uninsulated) as per painting specification for project 1383 Instrumentation impulse line of size 1/2 for temp. (-)14 to 80 degC 1384 Impulse line painting (insulated) as per EIL painting specification for project. 1385 Impulse line size of 1/2 with material Carbon Steel for temp. (-)45 to 125 degC 1386 ENVIRONMENT 1387 Condensate Water Treatment Plant 1388 CONDENSATE WATER TREATMENT PLANT, WITH COMPLETE ACCESSORIES & AUXILLARIES (As per Document no. B861-000-17-42-SS-1001): The scope of work shall include design, engineering, procurement, fabrication, supply, transport, handling, storage at site, erection, civil, electrical, piping, painting, mechanical and instrumentation works, testing, pre-commissioning, commissioning, trial run and guarantee of condensate water treatment system and handing over of the same to the Owner. 1389 EQUIPMENT - PACKAGE 1390 Design, engineering, procurement of raw materials and bought out components, manufacture, assembly, inspection, testing, painting (both primer and finish coat) , erection, testing &commissioning of following Basket Strainers along with associated equipment/items complete in all respect for efficient & satisfactory operation as per enclosed Scope of Work (Doc no. B861-000-80-42-SOW-3001) & Process data sheets. 1391 BASKET STRAINERS, Tag Nos. 701-STR-1701/1702 1392 BASKET STRAINERS, Tag Nos. 701-STR-1801/1802 1393 BASKET STRAINERS, Tag Nos. 701-STR-1901/1902 1394 BASKET STRAINERS, Tag Nos. 701-STR-2001/2002 1395 BASKET STRAINERS, Tag Nos. 701-STR-2101/2102 1396 Supply and Installation of Wall mounted Split Air Conditioners for Store Officer cabin : Supply of single phase inverter controlled Split Air Conditioner with compatible stabilizer (copper winding) complete with all accessories and fittings, including supply of first fill of refrigerants (non-CFC and eco-friendly), remote control, transportation from vendors works to site, unloading at site, handling, transportation to contractors store and from contractors store to work site, storage at site, assembly at site, installation and other field works including civil-structural works complete in all respect, testing, painting, insulation, commissioning, handing over to client. Split unit shall have wall mounted indoor unit and outside located air cooled condenser (outdoor unit) with insulated refrigerant piping (considering approx 10 m length between indoor and outdoor unit), controls and accessories, electrical and civil works(e.g. civil work related to concealing of refrigerant piping, drain piping to the nearest drain, cabling (considering approx 10 m length between indoor and outdoor unit) of AC units) as required including the structural steel framework, pedestal/bracket to mount the indoor and outdoor units, supports & clamps for refrigerant piping/cables, stabilizer, hold down nuts & bolts, spares for commissioning and start up etc. as per the enclosed Job Specification and other documents referred therein and instruction of engineer-in-charge for each equipment including accessories. 1397 Inverter Type Split Air Conditioner of capacity 1.5 TR having star rating 5 (BEE 5 star rating or equivalent) 1398 EOT CRANE (SAFE AREA APPLICATION) FOR MATERIAL STORE/ WORKSHOP BUILDING :Radio Remote Control(1 Working+ 1 Stand by) Operated-Design, engineering, manufacture, procurement of raw materials and bought out components, supply, fabrication, assembly, shop painting (primer + finish coat), inspection, testing (at manufacturers shop), packing and supply of double girder type EOT Crane including supply of all commissioning spares, special tools and tackles as applicable, mandatory spares, first fill of lubricant, consumables,erection material & documentation, transportation from Vendors works to designated storage site, handling, loading, unloading and storage, complete site works including transportation from storage site to work site, storage & handling at work site, assembly at site, erection installation, testing, touch-up painting, pre commissioning, commissioning, performance guarantee test run including arrangement of test loads, completing thework in all respects and handling over to Client, as per drawing, specifications, scope of work and instructions of engineer in charge and other attachment included in Tender for following EOT Crane.NOTE 1: Span or/and travel length of crane may undergo minor changes of ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE 2: Height of lift may undergo minor changes by ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE-3: Contractor shall arrange/bring adequate certified test loads during testing at EOT crane location. To and Fro transportation of test loads with cage (including loading, handling, unloading etc.), including taking back of test load after successful performance test from worksite and supply of manpower shall be in scope of Contractor). 1399 1 No. Double Girder E.O.T Crane with Main hook SWL (Safe Working Load) 15 MT , Auxillary hook SWL 3 MT , Span -12.7 m, Long Travel - 30 m , Height of lift - 8 m, M5 duty along with rails, fixtures and other accessories.(Refer Scope of Work , Job Specification & Electrical specifications ) enclosed elsewhere with this tender document). 1400 UNIT RATES FOR E.O.T CRANE FOR ADDITION/DELETION PURPOSE 1401 Unit Rate (ADDITION / DELETION) for ±0.5m in HEIGHT OF LIFT (over & above 0.5 m from specified data) 1402 Unit Rate (ADDITION / DELETION) for ±0.5m in SPAN (over & above 0.5 m from specified data). 1403 Unit Rate (ADDITION / DELETION) for ±0.5m in LONG TRAVEL (over & above 0.5 m from specified data) including rail fixtures. 1404 EQUIPMENT - ROTATING 1405 Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations,(including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / customer personnel, rectifying defects (if any), insulation (as applicable),precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items). 1406 Pump Packages (all types) with drivers, auxiliaries and accessories. 1407 All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (Single Skid). 1408 Chemical Dosing Packages 1409 Skid mounted chemical dosing packages along with all auxiliaries and accessories. 1410 Procurement of Rotating Equipment Packages by Contractor.Engineering and Procurement of Rotating Equipment, handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations,(including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / customer personnel, rectifying defects (if any), insulation (as applicable),precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items). 1411 Diesel Engine based Electric Generator Set Packages with auxiliaries and accessories. 1412 Equipment Tag No. 701-DG-001 as per Document No. B861-000-80-42-SOW-3001 1413 EQUIPMENT - STATIC 1414 STORAGE TANKS 1415 PLATE WORK 1416 Plate work for Fixed Roof Tanks (Cone and Dome roof tanks) and covered Floating Roof tanks except Floating Roof:Procurement of all plates as per specifications, transportation to work site, fabrication and erection of shell, bottom (Sketch plates and annular plates including backing strips), cone roof, Dome roof, compression ring/knuckle plate, plate fabricated wind girders, wind girder opening, bearing plates for pipe supports, datum plates, shell manhole- necks, bolting and cover flanges for shell-man-holes, reinforcement pads for shell manholes, nozzle reinforcing pads, roof manhole-necks, bolting and cover flanges for roof manholes, reinforcing pads for Roof manholes, clean-out door assembly (including davit assembly), gusset- support for wind girders, Sump for drain nozzle, pads for all appurtenances and attachments, fabrication and installation of all items as per drawing, conducting tests such as vacuum test, MP/DP test, pneumatic test, oil penetrant examination, Grouting work (including the supply of grouting material, as required for the tanks installed on ring wall foundation) underneath the Annular/ bottom plateas per the specifications attached, tank hydrotest, etc. for shell, bottom and roof as specified, radiography including supply of films, all heat treatment specified in drawings/ specifications/ codes, preparation of drawings as per specifications, standards and relevant codes and getting the same reviewed by Owner/EIL, providing all temporary structures, clamps, wedges, including arrangement of all materials, consumables, labour, equipment, machinery, tools, tackles etc. to complete the work in all respects as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge.All bolting, gaskets wherever required as per scope of supply and scope of work shall be supplied and installed by Contractor. Spares 10% bolting (min. 2 nos.) and 200% spare gaskets shall be included in Contractors scope. Any other (Commissioning etc.) spares as mentioned in tender specifications shall be also be included in Contractors scope.Quoted price shall be inclusive of supply of all bolts, nuts, gaskets including spares. 1417 IS 2062 Gr. E250 (A, BR, B0, C) 1418 SA 516 Gr. 60/ 70 1419 STRUCTURAL/PIPES 1420 STRUCTURAL/ PLATE WORK :Supply, fabrication, erection, inspection and testing of steel structure for cone roof/ dome roof supporting structure including curb angle, spiral stairway, cage ladder, handrail, top and intermediate platform, grating for stairway steps and platform, rolling ladder including track for floating roof, anchor chairs,name plates, earthing connections, ladder rungs for ladders in covered roof tanks, wind girder fabricated from rolled section, wind girder bracings/ support, external structural supports, supports for shell extension for foam nozzles in case of floating roof tanks, stiffeners for shell extension plate of stairway, ventilation slots and over flow slots for covered floating roof tank including SS wire mesh, preparation of drawings, getting the same reviewed/ approved by owner/ EIL, arrangement of all materials, consumables, labour, equipment/ machinery, tools and tackles required to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1421 Roof structure as per Standard/Drg. 1422 SA 36 1423 IS 2062 1424 SA 516 Gr.60/70 1425 STILL WELLS/ DIP PIPES :Supply, fabrication, erection, inspection and testing ofstill well for gauge hatch, still well for level transmitter/ level switches, still well for temperature element including flanges on all still wells, dip pipes (process / instrumentation), pipe fittings, drilling of holes in still well/ dip pipes, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1426 SA 333 GR6 1427 SA 106 Gr. B 1428 STRUCTURAL PIPES (CS GALVANISED):Supply, fabrication, erection, inspection and testing of pipe specification for pipe handrails (CS and galvanised), arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1429 PIPES(CS GALVANIZED) 1430 APPURTENANCES 1431 Supply, fabrication, installation, welding, radiography, heat treatment, inspection and testing as required for the following nozzles (reinforcing pads covered under plate work) pipe, nozzle flanges and blind / companion/matching flanges (including davit/ hinge assembly for Man way) wherever shown on drawings and standards along with gaskets and boltings including supply of mandatory spares, conducting air pressure test for reinforcing pads, preparation of drawings, getting the same reviewed by Owner/EIL, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications , standards, codes, scope of work, scope of supply and instructions of Engineer-in- Charge. All internal bolting shall be SS 304 as a minimum and contractor shall include the same in his scope of supply and shall be included in nozzleassembly quoted price. Spare gaskets ( 2 nos.) and 10% spare bolting (minimum 2 nos.) shall be included in Contractors scope of supply and shall be included in nozzle assembly quoted price. 1432 Roof Nozzle 150 Class WNRF Type 1.5 InchSize SA 350 LF2 Material 1433 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1434 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 105 Material 1435 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1436 Shell Nozzle 150 Class WNRF Type 4 InchSize SA 105 Material 1437 Shell Nozzle 150 Class WNRF Type 6 InchSize SA 105 Material 1438 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1439 Roof Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1440 Roof Nozzle 300 Class WNRF Type 3 InchSize SA 350 LF2 Material 1441 Roof Nozzle 150 Class WNRF Type 6 InchSize SA 350 LF2 Material 1442 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 350 LF2 Material 1443 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1444 Shell Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1445 GOOSE NECK VENT WITH WIRE MESH:supply of materials,fabrication, installation,welding, radiography, heat treatment, inspection and testing as required for the (reinforcement pads covered under Plate work) goose neck vent with wire mesh (SS 304 as minimum) for the following vent materials. 1446 Size 2 InchMaterial SA 106 Gr. B 1447 INSTRUMENTS 1448 Transportation of following instruments from Owner/Storage yard/stores and installation of the same in position as per instructions of Engineer-in-Charge/Supplier. (Contractor shall take care so that no damage occurs while handling these instruments). 1449 Pressure Transmitter Instrument 1450 Level Transmitter Instrument 1451 Breather Valve Instrument 1452 Emergency Vent Instrument 1453 Temperature Gauge Instrument 1454 CALIBRATIONCarrying out calibration of tanks including supply of strapping tapes, scaffolding wherever required, arranging the visit of competent authority, all accessories, labour, preparation and submission of calibration charts duly approved by Competent authority etc. and complete the work in all respect as per Codes, specifications, standards and instructions of Engineer-in-Charge 1455 Diameter (Meters) : upto 10 Height (Meters) : upto10 1456 Diameter (Meters) : > 10 to 25 Height (Meters) : > 10 1457 DESIGN, SUPPLY & INSTALLATION OF EMERGENCY VENT (Lumpsum)Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed M/s EIL specification and installation of Emergency Vent etc. to the satisfaction of the Engineer- in Charge. 1458 DESIGN, SUPPLY & INSTALLATION OF BREATHER VALVE (Lumpsum):Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed EIL specification and installation of breather valves etc. to the satisfaction of the Engineer-in-charge. 1459 Gauge Hatch with Cover:Supply & installation of Gauge Hatch with Cover for the tankages mentioned in the data sheets/ drawings/ specifications as per the Specifications & Standards attached with the tender. Arrangement of machinery, tools & tackles, labour etc. to accomplish the installation of the same shall also be in the scope of Contractor. The following Gauge Hatch with cover are required. 1460 Material: CS 1461 PAINTING OF TANKS 1462 PAINTING FOR CARBON STEEL AND LOW ALLOY STEEL TANKS 1463 ExternalSurfaces (except underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onallexternalsurfacesoftanksincluding insulatedtanks i.e.externalshell,windgirders,appurtenances,rooftops including top sideoffloatingroofofopentanksaswellascovered floatingrooftanks, external roof supporting structure,associatedstructuralsteelworks,ladders,walkways, platforms,handrails,spiralstairway,rollingladderandtrack, internal surface of shell above maximum liquid level exposed to atmosphere for open top or floating roof tanks asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets, stencillingtankno., capacity, name of storedproduct,paintingEmblem aspertheattachedsample,includingsupply of metallicandnon-metallic materials,primerandpaintofapprovedquality,providingscaffolding, labour,equipment,consumables,etc.tocompletetheworkinall respect asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1464 Design Temperature Range: (-) 14 °CTo 80 °CPrimer: 1coat of F-9 @ 65-75μ DFT/coat + 1coat of P-6 @ 40μ DFT/ coat Finish Paint: 2 coats of F-6B @ 100μ DFT /coat + 1 coat of F-2 @ 40μ DFT/ coat Remarks: Total DFT in Microns (minimum) = 345-355 1465 ExternalSurfaces (underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onunderside of bottom plate (soil side) asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets includingsupplyofmetallicandnon-metallic materials,primerandpaintofapprovedquality,labour,equipment,consumables,etc.tocompletetheworkinall respect,asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1466 Design Temperature range (-) 14°C to 80°C, Primer : 1 coat of F-9@ 65-75µ DFT/coat,Finish Paint : 3 coats of F-7 @ 100µ DFT /coat. 1467 Design Temperature Range: -29 °CTo 400 °CPrimer: 1 coat of F-16 @125 micron Finish Paint: 1 coat of F-16 @125 micron Remarks: total DFT : 250-300 micron 1468 InternalSurfaces:Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint oninternalsurfaceofbottomplate,shell full height,internal surfacesofcone/dome roof,roofstructure,oil side surfacesofpontoons & deck platesandoil side surfaces of doubledecks,internalladder,structuralsteel, internalsupportandinternalaccessories(exceptheatingcoil)asper painting system defined below and requirementsasgiven in the respective engg.datasheets. Supply of metallic and non-metallic materials, labour, primer andpaint of approved quality, equipment, consumables,etc. to complete the work in allrespect, as per applicable specifications, standardsattached elsewhere in the tender document and instructions of Engineer- in-Charge. All materials shall be supplied by Contractor. 1469 Design Temperature Range: -14 °CTo 60 °CPrimer: 1 Coat of F-6A@100 µ DFT/coat Finish Paint 2 Coats of F-6A@ 100µ DFT/Coat(2x100=200) Remarks: - 1470 Design Temperature Range: - °CTo - °CPrimer: - Finish Paint 3 coats of vinylchloride co- polymer @ 75µ/Coat; (3x75=225) Remarks: - 1471 EQUIPMENT ERECTION 1472 TOUCH-UP PAINT APPLICATION (UNINSULATED EQUIPMENT) FOR CS VESSEL 1473 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required as per attached specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of uninsulated equipment. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint already carried out by equipment supplier. 1474 EQUIPMENT ERECTION:Transportation of reactors, columns, vessels, silencers, heat exchangers (shell and tube, plate fin, plate) and electric heater etc. from owners storage point to work site, assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs, erection of wooden pillow for cold equipments, stacking of multi-tier exchanger(which are stored in unstacked condition), arranging hooks for test ring/ test flanges in heat exchangers, installation of demister, internal gratings, distributor, pipe davit, installation of mixer/agitator,cleaning and flushing by water, draining, drying by compressed air, arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1475 Equipment weighing less than 30 MT but 10 MT and above 1476 TOUCH-UP PAINT APPLICATION (INSULATED EQUIPMENT) FOR CS VESSEL 1477 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required, as per attached specification, providing scaffolding for all heights, labour, materials, tools and tackles, consumables and supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint shall be provided by equipment supplier. 1478 EQUIPMENT UNLOADING: Unloading of Equipment from trailer at designated receiving point, Transportation of the same and handling over to owner at designated storage point for the following as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1479 Equipment weighing less than 50 MT but 30 MT and Above 1480 Equipment weighing less than 30 MT but 10 MT and above 1481 LETTERING AND STENCILING:Surface preparation, supply and application of primer and paint on insulated and uninsulated equipment for lettering, stenciling on vessels, columns, drums, for the purposes of identification (Equipment Name, Equipment Number & Service Description) as per applicable painting specification enclosed elsewhere in the tender document, arranging scaffolding for all heights, labour, materials, tools, tackles, supervision etc. to complete the work as per specifications and instructions of Engineer-in- Charge. 1482 ERECTION OF DRESSED-UP EQUIPMENT:Transportation of columns and vessels from owners storage point to work site, dressing up of the column/vessel by contractor , assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs,arranging all tools, tackles, machinery, consumables,erection of completely dressed-up equipment, & arranging allinstruments, labour, ancillary, etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.Dressing up of column(As applicable as per the requirement of the tender): Supply/Application/installation of insulation, installation of ladders and platforms, installation of piping spool and support (wherever applicable), installation of demister, internal gratings, distributor, pipe davit etc on the Column/Vessel, cleaning and flushing by water, draining, drying by compressed air etc to complete the job in all respects as per the requirements of the specifications & standards attached else where in the tender. 1483 Equipment(Dressed-up) weighing less than 50 MT but 30 MT and Above 1484 ERECTION OF BURIED EQUIPMENT : Transportation of vessels from Owners storage point to worksite, repair/ touch up of finish paint, arrangement of all accessories, equipments, labour etc., placing/erection of vessel in trenches/pits including assembly of parts, subassemblies, aligning, verticality checking, grouting, tightening of foundation bolts,arranging all tools, tackles, machinery, consumables etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1485 Equipment weighing less than 30 MT but 10 MT and Above 1486 WELDING & NDT OF CUT NOZZLES / SUMP / BOOT OF BURRIED VESSELS:Assembly of cut nozzles/Sump/Boot(as shown in Respective Engg. Data Sheet), vertically checking, alignment, Welding of cut nozzles , NDT such as 100% radiography ,UT , surface preparation of the weld seam portion, application of primer, painting, arranging all tools and tackles, machinery. Consumables, transportation/handling of equipment, labour etc to complete the work in all respects as per drawings & instruction of Engineer-in charge. 1487 MOC : Carbon Steel ,Nozzle size : 2 1488 MOC : Carbon Steel ,Nozzle size : 3 1489 MOC : Carbon Steel ,Nozzle size : 6 1490 MOC : Carbon Steel ,Nozzle size : 8 1491 MOC : Carbon Steel ,Nozzle size : 20 1492 MOC : Carbon Steel ,Nozzle size : 24 1493 EQUIPMENT INSULATION 1494 COLD INSULATION: Providing cold insulation including supply of all insulating andanciliarymaterial,protectivecovering,consumablesand othernecessarymaterials,testingofthematerialasrequiredincluding transportationofthematerialstoworksites,applyinginsulationon surfacesasspecified,includingallpreparatoryworksthereon,allbinding, tying,lacing,stitchingand/orotherwisesecuring,providingvapour barrier,finishingwithplain/corrugatedsheetcladdingorasspecified, providingbolts,rivets,providing vapour stop etc.arranging necessaryscaffolding,alltoolsand tackles,equipment,apparatusetc.labourandsupervisionandcompleting theworkinallrespectatallheightsasperdrawings,specificationsand instructionsofEngineer-in-Charge. 1495 Shells of vertical vessels, columns, exchangers, reactors, silencers etc.Surface material:CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1496 Insulation Thickness: 50mm 1497 Shells and heads of horizontal vessels, columns, reactors, exchangers, silencers etc and heads of above mentioned vertical equipments. Surface material: CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1498 Insulation Thickness: 50mm 1499 STRUCTURAL 1500 EARTH WORK (REFER SPECIFICATION NO. 6-68-0003) 1501 Earthwork excavation in soil 1502 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1503 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1504 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1505 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1506 SHORING AND STRUTTING 1507 Providing and installing approved type of SHORING AND STRUTTING by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. 1508 Providing and installing approved type of SHORING AND STRUTTING by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. 1509 Backfilling after execution of work 1510 BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M, including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 1511 BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 100M AND UPTO & INCLUSIVE OF 500M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 1512 Transporting & Disposing the SURPLUS EARTH ANDDEBRIS 1513 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). 1514 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). 1515 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004) 1516 PCC - Non FIM Items 1517 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1518 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1519 RCC Substrutures - Non FIM Items 1520 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1521 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1522 RCC Superstructures - Non FIM Items 1523 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1524 HYD Bars / MS Bars - Non FIM Items 1525 Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D (TMT) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 1526 Centering and Shuttering - Non FIM Items 1527 Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1528 Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1529 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures such as Chimneys/ Shafts/ Silos/ tunnels/ bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1530 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types of Structures such as Chimneys/Shafts/Silos/ tunnels/bunkers/hoppers /liquid storage structures/ domes etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1531 Fixing Re-bars in already cast concrete - Non FIM Items 1532 Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturers recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE EXCLUDING REINFORCEMENT BARS. 1533 CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005 1534 RCC- Non FIM Items 1535 Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30 (minimum Cement content shall be as per EIL Specifications) with 20 mm and down size graded crushed stone aggregates/ gravel at all positions and in any shape and thickness, in SUB-STRUCTURE, leaving pockets, recesses, vibrating, tamping, curing, testing (for leak-proofness) and rendering (if required to give smooth and even surface) in foundations, walls , beams, buttresses, columns, piers, slabs, tunnels, basements, storage bins, reservoirs etc. including cement wash (if no other surface application is specified) but excluding the cost of Reinforcement, Shuttering and specified admixtures, all complete as specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1536 Water Proofing Comp. - Non FIM Items 1537 Supplying and mixing of approved brand of integral WATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturers specifications or 1% by weight of cement (whichever is minimum), to make it leak proof/ water tight etc. all complete as specified and directed. 1538 PVC Water bars - Non FIM Items 1539 Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATER STOPS as per manufacturers specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanising etc. all complete as shown specified and directed. 1540 Separation Layer - NonFIM Item 1541 Supplying and laying separating layer of approved polythylene sheet of mass 1 kg/sqm (minimum) in between base slab and the layer of lean concrete, including cleaning, preparing of surfaces, etc., all complete and as directed by the engineer-in-charge. 1542 STRUCTURAL STEEL WORKSSPEC NO. 6-68-0006 1543 General Steel Works - FIM Items 1544 Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade)at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. 1545 General Steel Works - Non FIM Items 1546 Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per jOb Specification No. B861-000-06-42-PLS-01 after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 1547 Painting - Non FIM Items 1548 Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 5.2 of Table 5.0 of JOB Specification No. B861-000-06-42-PLS-01 over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 3.1 of Table 3.0 of JOB Specification No. B861-000-06-42-PLS-01 for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COASTAL) areas. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on Structural steel weight). 1549 Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 4.1 of Table 4.0 of JOB Specification No. B861-000-06-42-PLS-01 for painting over the coat of shop primer & galvanization already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on weight of steel). 1550 STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007) 1551 Yst310 IS 4923 1552 Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework, bracing, brackets, sag rods etc. including all handling straightening/ bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non- Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per Job Specification No. B861-000-06-42-PLS-01. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTORS SCOPE) 1553 MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008 1554 Anchor Bolts - Non FIM Items 1555 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1556 MS Metal Inserts - Non FIM Items 1557 Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1558 GI Pipe Sleeves - Non FIM Items 1559 Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed. 1560 MS Chequered Plates - Non FIM Items 1561 Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1562 MS Grating Cat. A,B - Non FIM Items 1563 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated Grating for platforms etc., including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening, making the edges smooth, removing the burrs (if required), fixing, tack welding, all complete as specified and directed ALREADY FABRICATED GRATING (WITH CONNECTION BOLTS/CLAMPS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE). 1564 Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED HOT-DIP GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturers supplied Hot-dip galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed. SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE. 1565 Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings. 1566 MS Rungs - Non FIM Items 1567 Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable)and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1568 Hand Railing 1000mm - Non FIM Items 1569 Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01 preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1570 Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01, preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1571 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated HAND RAILING for platforms etc. including straightening, cutting, bending (if required) welding, bolting, grouting with ordinary grout, all complete as specified and directed. ALREADY FABRICATED HANDRAILING (WITH CONNECTION BOLTS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. (Complete handrail workshall be measured as length of top rail only and not length of each element fixed) 1572 Mechanical Anchor fastners - Non FIM Items 1573 Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1574 Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1575 Chemical Anchor Fastner 1576 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1577 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1578 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete),packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1579 Threaded bolts for equipment fixing-Non FIM 1580 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED BOLTS of Grade C property class 4.8 as per IS:1363 (part 2) of all diameters and length including nuts, washers for supporting equipment on steel structure as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading etc. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1581 BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009) 1582 CLASS 5.0at all depths -Non FIM Items 1583 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1584 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1585 HALF BRICK MASONARYwith bricks of CLASS 5.0-Non FIM Items 1586 Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1587 DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012) 1588 Brickwork - Non FIM Items 1589 Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1590 Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. 1591 RCC - Non FIM Items 1592 Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1593 Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. 1594 Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items). 1595 Cutting/ Dismantling RCC work in pavement, slabs, beams, columns, etc upto a depth of 450 mm by using vibration-less spark-free Diamond Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter, disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials, all complete as per drawings, specifications and directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1596 Cutting/ Dismantling of RCC block foundations, raft foundations, pile caps, mass concrete, equipment foundations etc. by using vibration-less spark-free Diamond Wire Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter , disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials complete as per drawings, specificationsand directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1597 Pockets - Non FIM Items 1598 Making POCKETS/HOLES of sizes upto & inclusive of 200 x200x500mm in RCC/PCC works (taking all necessary safety precautions) by chiselling/drilling, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed. 1599 PCC _ Non FIM Items 1600 Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items) 1601 Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. stacking of all the demolished concrete material at a designated location within the complex limits, all complete as per specifications and directions of Engineer-in-Charge for further processing in mechanical crushers for generating RA/ RCA as per the specifications. (Excavation & backfilling shall be paid separately under relevant items). 1602 Steelwork - Non FIM Items 1603 Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed. 1604 MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013) 1605 Anticorrosive - Non FIM Items 1606 Providing and laying 50mm thick ANTI-CORROSIVE LAYER under steel storage tanks with screened dry coarse sand mixed with A90 grade bitumen conforming to IS:73 including mixing in drum, heating to the required temperature, with 3% kerosene if required, tamping, dressing to the required slopes to form hard mass of specified compacted thickness etc. all complete as directed. 1607 Sand Filling - Non FIM Items 1608 Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete . 1609 BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE 1610 Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturers specification for protection of reinforcement against corrosion. Supply of admixture in Contractors scope. 1611 BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056) 1612 Epoxy Resin - non FIM Items 1613 Providing and applying approved EPOXY RESIN (prepared as per manufacturers recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items). 1614 FIREPROOFING OF STEEL STRUCTURES (REF SPEC NO 6-68-0033) 1615 Concrete - Non FIM Items 1616 Supply and laying of concrete of grade M30 as per Type-I of EIL Standard Specification 6-68-0033 as fire proofing material with 10 mm and down size graded coarse and fine aggregates including admixture around structural steel members (viz. beams, columns, bracings etc.) all complete; cleaning the steel surfaces, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, vibrating, tamping, curing or providing a layer of approved membrane of curing compound, rendering with cement sand mortar (1:3) wherever required to achieve a smooth and even surface, providing L50x50x6 at corners or as specified in the drawing, applying primer on MS nuts, angles and affected surfaces, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS INCLUDING CEMENT TO BE SUPPLIED BY THE CONTRACTOR). 1617 Vermiculite Concrete for Structural Steel - Non-FIM Items 1618 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1619 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights more than 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1620 Vermiculite Concrete for Equipments - Non-FIM Items 1621 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-III of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness on equipment/ vessel skirts, saddles and supports for the required fire protection from reaching temperature 427 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062, hot dipped galvanized welded wire fabric reinforcement of 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566 and tying the reinforcement with the pre welded nuts by galvanized 16 SWG tying wire, including straightening, cutting, bending of the reinforcement, including supplying and welding of additional MS nuts if directed by the Engineer-in-charge, applying primer wherever required, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1622 Mechanical works 1623 Supplying, fabricating and erecting in position MS plates as per detailed drawings, conforming to grade A of IS:2062 on top of all RCC pedestals supporting the sliding saddles of equipments, including cutting, straightening where necessary, rounding rounding unfinished edges by grinding, machining the exposed top surface, making necessary bolt holes, providing and laying ready mixed free flow non-shrink grout below the base plate at all levels & locations, machining top surfaces etc. all complete and as shown and directed. 1624 SAFETY (REFER EIL SPECIFICATION) 1625 Safety Structures - Non FIM Items 1626 Supplying, Transporting, Storing, Fabricating & Erecting in position and testing/ examining bolted and/ or welded Structural Steel Works at all locations and levels in HANGER SCAFFOLDING below piperack, comprising of hangar channels, fabricated pen wen ladder beams, steel planks bent to shape and size and any other sections, if required, all as per sketches/ specifications and load tested for statisfactory performance, including cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, including preparation and submission of detailed fabrication drawings, preparing the surface for painting as per BIS codes after fabrication etc. all complete as specified and directed. All items shall be removed & carried back by Contractor as per instructions of Engineer-in-Charge after completion of works. (Supply of All Material In Contractors Scope). 1627 Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers. 1628 Supply of Safety Personnel 1629 Supply of HSE personnel SAFETY STEWARD over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1630 Supply of HSE personnel SAFETY SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1631 Supply of HSE personnel SAFETY OFFICER over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1632 Supply of HSE personnel HOUSE-KEEPING SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1633 GENERAL CIVIL 1634 TANK PADS 1635 PVC Liner 1636 Providing and laying of PVC LINER of thickness 30 MIL conforming to IS:15909 below tank pad foundations or any other placeat all heights & depths without any damage during subsequent activities including handling, transportation, unloading, storage, laying in position, jointing & overlapping as per manufacturers recommendations, including supply and providing Asphalt impregnated fiberboards for anchoring, etc., all complete as per drawings, specifications and directions of Engineer-in-charge. (All materials including consumables shall be in contractors scope of supply) 1637 Providing and laying in position 80mm dia. perforated uPVC pipes conforming to IS:9271 wrapped with 125mm thick layer of 40mm down size stone aggregates in Geotextile fabric, Terrum T 700 / equivalent, below tank pad foundations for all heights & depths complete as per drawings, specifications and directions of Engineer-in-Charge. (All materials including consumables shall be in contractors scope of supply) 1638 Providing and installation of uPVC leak detection well arrangement comprising of 80mm dia. uPVC pipe, tee, blind flange & threaded cap conforming to IS:13592 for leak detection purpose below tank pad foundations at all heights & depths including providing proper jointing as per code requirements or manufacturers recommendations for fitting in already installed uPVC pipes etc. all complete as per drawings, specifications & directions of Engineer-in charge. 1639 GENERAL CIVIL 1640 SITE GRADING & ROCK CUTTING FOR SITE GRADING 1641 Earthwork in excavation for general site grading, roads, embankments, etc. for all heights and depths in all types of soils except soft and hard rock, including clearing and stripping of the areas earmarked for excavation, removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees up to and inclusive of a girth of 30 cms. (girth measured at a height of one meter from ground level) including uprooting of roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated soil into serviceable and unserviceable materials, transporting and stacking serviceable materials to demarcated areas anywhere inside plant boundary limitas per instructions of Engineer-in-Charge and disposal of unserviceable material anywhere inside plant boundary limit. All complete as per drawings, specifications and directions of Engineer-in-Charge. 1642 ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER) 1643 Earthwork in filling with approved available earth for all heights and depths for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and camber with selected earth (having CBR 8%) obtained from approved approved areas for all leads from Complex Limit including excavation of earth at approved areas, clearing and stripping at approved areas (if necessary) loading, unloading, transportation etc., clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with road roller to give at least 97% of laboratory dry density with heavy compaction as perIS:2720 Part-VIII, providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete including disposal of allunserviceable materials if any within the boundary limit for all leads etc. as per drawings, specifications and directions of Engineer-in- Charge. 1644 Supplying and Laying of Wet Mix Macadam (WMM) in BASE COURSE (Section 406 of MORTH Specification of Road & Bridge works) using tough, clean, sound & durable stone aggregates including premixing the material (mixing in Plug Mill/ Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 125 mm compacted thickness & rolling with vibratory roller 80-100 KN static weight or equivalent capacity to proper grade, camber & level with all leads & liftsetc. complete as per drawing, specifications (MORTH, EIL) & directions of Engineer-in-Charge. 1645 Supply of forged/ cast fittings 1646 Supplying the following forged fittings and flanges, conforming to piping material specifications of tender documents and delivering the same to Owners stores/workspot etc. all complete as per the directions of Engineer-in- Charge. 1647 Elbow 90 Degree for following Nominal Sizes and Piping Material Class 1648 Dia. 12 InchPipe Class A33A 1649 Dia. 3 InchPipe Class A91A 1650 Elbow 45 Degree for following Nominal Sizes and Piping Material Class 1651 Dia. 6 InchPipe Class A33A 1652 Dia. 8 InchPipe Class A33A 1653 Dia. 12 InchPipe Class A33A 1654 Dia. 3 InchPipe Class A91A 1655 Eccentric Reducer for following Nom. Dia. 1 x Nom. Dia. 2 and Piping Material Class 1656 Nom. Dia. 1 8 InchNom. Dia. 2 6 InchPipe Class A94A 1657 Equal Tees for following Nominal Sizes and Piping Material Class 1658 Dia. 12 InchPipe Class A33A 1659 Dia. 3 InchPipe Class A91A 1660 Flanges, complete with nuts, bolts, gasket etc., for following Nominal Sizes and Piping Material Class 1661 Dia. 3 InchPipe Class A91A 1662 Supplying the following spectacle blind assembly consisting of two number flanges, spectacle blind, nuts, bolts, gasket etc. complete conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class 1663 Dia. 3 InchPipe Class A91A 1664 MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS 1665 Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specifiedshall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.For following Brick Class. 1666 All materials including cement supplied by the Contractor and Following Brick Class 1667 Brick Class 5 1668 Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge. 1669 All materials including cement supplied by the Contractor. 1670 MISCELLANEOUS ITEMS 1671 Supply and installation of combined safety shower and eyewash units as per spec. no.6-66-0038, including providing and fixing of necessary foundation bolts in foundations/ pavement etc. complete. Each safety shower shall have proper sign board with florescent letters showing their location, all complete as per specification, drawings and direction of Engineer-in-charge. 1672 Supplying & Laying 60mm thick interlocking Paver Blocks for footpaths and any other place etc. including providing 40 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M 30 at edges and at every 6.0m across the foot path, including preparation of compacted base/ sub base etc. all complete as per drawing, standard, specificationand directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category A as per IRC SP63. Colour and shape of paver block shall be as per Owner requirement.). 1673 Modification Works 1674 MODIFICATION AND EXTRA WORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owners storage point to work site/workshop,making necessary scaffolding,consumables,machinery,tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in -charge 1675 Flame cutting CS piping 1676 Beveling CS piping 1677 Fit-up and welding CS piping 1678 Removal and re-installation of fire hydrant 1679 Removal and re-installation of firefighting equipment (Fire Hydrant), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1680 NDT Testing 1681 RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specificationsand instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferential weld joints. 1682 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING) 1683 Nominal Dia. 3 Inch 1684 Nominal Dia. 4 Inch 1685 Nominal Dia. 6 Inch 1686 Nominal Dia. 8 Inch 1687 Nominal Dia. 12 Inch 1688 Micrograding 1689 Micrograding of the area as directed to proper level, grade and camber including earthwork in excavation in all types of soils up to a maximum depth of 150mm, removing shrubs, vegetation bushes, grass etc., earth work in filling with select material from available earlier excavated soil and borrow earth (in case the select material from excavated soil is short for filling, filling shall be done with borrow earth, supply & transportation of borrow earth shall be paid separately under relevant item) up to a maximum compacted thickness of 150mm by spreading in layers not exceeding200mm loose thickness, watering, ramming & compacting with road roller or hand roller including hand ramming where road rollers or hand rollers are not accessible to give at least 90% of max. laboratory dry density as per IS:2720 part VII, including transportation, leveling, dressing, disposal of surplus earth, debris, etc. all complete as per specifications, drawings and direction of Engineer-in-charge. (Disposal areas shall be anywhere within the plant complex limit as identified by Engineer-in-Charge.) 1690 Dismantling works 1691 Removal of existing A/G piping 1692 Removal of existing A/G piping of all thickness including cutting, unbolting of flanged joints / cutting of pipe lines wherever required, removing supports, all fittings, flanges etc., cutting of pipes in appropriate lengths for transporting purpose, transporting all material to owners storage point within the complex as designated by Owner including stacking of material and disposing of waste etc. as instructed by Engineer - in - charge. 1693 For C.S. A/G Pipe of following nominal dia. 1694 Nominal Dia 8 Inch 1695 Nominal Dia 4 Inch 1696 Nominal Dia 6 Inch 1697 Nominal Dia 12 Inch 1698 Removal of existing U/G piping 1699 Removal of existing U/G piping including excavation in all types of soils except soft rock and hard rock, including supply of any additional material required so as to expose the pipes for removal / dismantling, taking all safety precautions, supporting existing U/G services, dewatering of surface / sub-surface water as required to facilitate dismantling of pipes, cutting of pipes in appropriate lengths for transporting purpose, removal of soft material from bottom of trench and compacting, backfilling with available selected earth including re-excavating the deposited soil excavated earlier, breaking clods, laying in thickness not exceeding 15cms, watering rolling and ramming by manual methods / mechanical Compactors to achieve 90% laboratory maximum dry density as per IS:2720 Part VII or 85% relative density as per IS:2720 part XIV as applicable, stacking of serviceable / unserviceable material, transporting and stacking of all piping material to Owners storage point, disposal of unserviceable material anywhere inside the complex etc. , all complete as per directions of Engineer-in-Charge. 1700 For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes 1701 NB 2 inch - 6 inch 1702 NB 8 inch - 14 inch 1703 Portable/ trolley mounted Extinguishers 1704 Supply and installation of portable DCP ( Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge. 1705 Capacity in Kg 10 1706 Supply and installation of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge. 1707 Capacity in Kg 4.5 1708 Capacity in Kg 2 1709 Painting of A/G pipes and valves 1710 Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 1711 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes 1712 Nominal Dia. 12 Inch 1713 Nominal Dia. 4 Inch 1714 Nominal Dia. 3 Inch 1715 Nominal Dia. 6 Inch 1716 Nominal Dia. 8 Inch 1717 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes 1718 Dia. Of Valve 12 Inch 1719 Dia. Of Valve 4 Inch 1720 Dia. Of Valve 6 Inch 1721 Dia. Of Valve 3 Inch 1722 Dia. Of Valve 8 Inch 1723 Fabrication and Erection of piping (underground) 1724 FABRICATION AND ERECTION OF PIPING (SPEC. NO.6-65-0030 and 6-44-0012) : Laying and joining of Carbon Steel pipes and specials underground including transportation of all material from Owners storage point to worksite, earthwork in excavation in all types of soilEXCLUDING SOFT ROCK AND HARD ROCK for pipe trenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring & strutting if required, dressing of sides, levelining, grading & ramming of bottom of trench, cutting of pipes if required, fitup, edge preparation, providing corrosion protection tape coating as per specification, on pipes and specials, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments and fittings like elbows, reducers, tees, flanges, spectacle blinds and spacer blinds etc., as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, corrosion protection coating of field joints, cutting of road wherever required and making good the same, testing for the corrosion protection coating as per specification, cleaning and flushing by water/ compressed air, hydrostatic/ pnuematic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part-VII, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipe to owners storage point (Pipes and fittings shall be supplied by owner as free issuematerial.) (Depth of excavation for pipe trench shall be upto 3.0m) 1725 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1726 Fabrication, For the following nominal sizes 1727 NB 2 inch - 6 inch 1728 NB 8 inch - 14 inch 1729 Erection including corrosion protection coating, for Water System (Pressure Piping), Forfollowing Nominal Sizes 1730 NB 2 inch - 6 inch 1731 NB 8 inch - 14 inch 1732 Erection including corrosion protection coating, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes 1733 NB 2 inch - 6 inch 1734 Fabrication and Erection of piping (Above ground) 1735 PIPING (ABOVE GROUND): Transportation of all piping items from owners storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connectingwith equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified,draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job)as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1736 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1737 Fabrication, For the following nominal sizes 1738 NB 2 inch - 6 inch 1739 NB 8 inch -14 inch 1740 Erection , for Water System (Pressure Piping), Forfollowing Nominal Sizes 1741 NB 2 inch - 6 inch 1742 NB 8 inch -14 inch 1743 Supply of Carbon steel pipes 1744 Supply of Carbon steel pipes as per Piping material class including transportation of all material to owners store complete as per drawings, specifications and instruction of Engineer-in-Charge. For following nominal size and piping material class. 1745 Nominal Dia. 12 InchPiping Material Class A33A 1746 Nominal Dia. 4 InchPiping Material Class A33A 1747 Nominal Dia. 8 InchPiping Material Class A33A 1748 Nominal Dia. 6 InchPiping Material Class A33A 1749 Nominal Dia. 3 InchPiping Material Class A91A 1750 Supply and installation of valve assembly, flange assembly etc. 1751 Supply and installation of valve assembly consisting of valve, 2 no. flanges, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge. 1752 Gate valve assembly for following nominal sizes and piping material class 1753 Dia. 12 InchPMS A33A 1754 Dia. 8 InchPMS A33A 1755 Dia. 6 InchPMS A33A 1756 Dia. 3 InchPMS A91A 1757 Supply and installation of valve assembly consisting of valve, 1 no. flange, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge. 1758 Dia. 4 InchPMS A33A 1759 Dia. 6 InchPMS A33A 1760 Globe valve assembly for following nominal sizes and piping material class 1761 Dia. 3 InchPMS A91A 1762 Supplying the flange assembly conforming to piping material specifications and delivering the same to owners stores/ work spot etc. Flange assembly shall consist of 2 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class 1763 Dia. 3 InchPMS A91A 1764 Supply, Fabrication and installation of strainers 1765 Supply, Fabrication and installation of strainers as per drawingsetc. complete as per specifications and directions of Engineer-in-Charge. 1766 T-type strainers for following nominal size and piping material class 1767 Dia. 3 InchPMS A91A 1768 fire fighting equipments 1769 Supply, installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of Engineer-in-Charge. 1770 Double headed landing valve 1771 First Aid hose reel wall mounted type 1772 Hose box cabinet Type-II (Wall mounted type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1773 Hose box cabinet Type-II (self-supporting type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1774 Variable flow Water cum foam monitor of 500/750/1000 GPM capacity 1775 Stand Post Type Fire Hydrant without Pumper Connection 1776 Miscellaneous Items 1777 Miscellaneous 1778 Design, engineering, procurement, supply of all materials and equipment, machinery, civil, structural, electrical, mechanical, instrumentation, piping works including painting works, tape coating on U/G piping, commissioning spares and tools/tackles as per scope of work, specifications, drawings, data sheets etc. and as per directions of Engineer-in-Charge for Auto Actuated High Velocity Spray System on Transformers including taking approval of the complete system from agency appointed by insurance company /Client. Unloading at site, handling, transportation from store to work site, storage at site, fabrication, construction, assembly at site, supply of all labour, installation, field works including civil structural, electrical, mechanical, instrumentation, piping works and supports, testing, pre-commissioning, painting, commissioning and any other activity required to complete the works in all respects including performance guarantee run, handing over to client as per enclosed scope of work, drawings, specifications, instructions to vendors, data sheets and as per directions of Engineer in- Charge. Supply of mandatory spares as per specifications enclosed list/instructions to vendor as per scope of work and specification, drawings and documents as per attached vendor data requirement for all supplies and services etc. complete.
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 6
50.
Drinking Water Supply and Sanitation #9470720 Technical Bid
Tender For Kanpur Sewerage Scheme In Sewerage District -2 Part-D Under Amrut 2.0 Programme. - Cutting/dismentaling/taking out of bitumen road ,stacking properly old serviceable materials and disposal of unserviceable materials as per direction of engineer in charge.Cement concrete road 2 Bituminuos road 3 Interlocking road(taking out and stacking) 4 Excavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenchesIncluding Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8kmas per direction of engineer-in-charge0 to 1.5 M B.G.L. 5 1.5 to 3.0 m B.G.L. 6 3.0 to 4.5 m B.G.L. 7 4.5 to 6.0 M B.G.L. 8 6.0 to 7.5 m B.G.L. 9 7.5 to 9.0 M B.G.L. 10 Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches/draans (not exceeding 1.5 m width or 10sqm on plan)excavated soil and disposal of surplus excavated soil excavated soil as directed ,within a lead of 50m including dressing of sides and jamming of bottom lift up to 1.5m. 11 Provide and fix open (0-3.0m) and close(3.0m -10.50m) timbering in trenches for the different depth below G.L. consisting of 40 mm thick approvedapproved country wood plank for polling board, 125x125 mm form Indian Sal Woodand 100 mm dia ballies for struts @ 1.5 m c/c including removal after laying of sewer, both side of trenches will be taken as one side for the purpose of payment, area equal to length x depth of trenches.1.5 to 3.0 m B.G.L. 12 3.0 to 4.5 m B.G.L. 13 4.5 TO 6.0 M B.G.L. 14 6.0 TO 7.5 m B.G.L. 15 7.5 TO 9.0 M B.G.L. 16 9.0 TO 10.5 M B.G.L. 17 PROVIDING SLIDE RAIL MS SHORING BOXinluding top plate,base plate slide rail Rolling struds loking pin,protection pins 3.0 - 9.0M DEEP inluding labour material complete neccesary for completion of work 18 Providing and conveying to site A.C. MazzaClass 1pipes and diameter as per IS: 6908 -1991 (Amended up to date) including all taxes (Central and Local)for sewer lines , includinglabour required, transportation, loading, unloading & stacking etc.(excluding cost of laying, jointing, testing and commissioning).The pipe shall be ISI marked. A)200 mm dia 19 B)250 mm dia 20 Supply and carting to site RCC NP3 pipe (with S/S ends) with epoxy coating as per IS 458-2003, (amended up to date including all taxes (Central and local))with rubber gaskets (EPDM/SBR) as per IS 5382-1985 or (Amended up to date), including, tranportation,labour required, transportation, loading, unloading and stacking etc(excluding cost of laying, jointing, testing and commissioning)The pipe shall be ISI marked A)250 mm dia 21 B)300mm dia 22 C)350mm dia 23 D)400mm dia 24 E)450mm dia 25 F)500mm dia 26 G)600mm dia 27 H)700mm dia 28 I)800mm dia 29 J)900mm dia 30 K)1000mm dia 31 L)1200mm dia 32 M)1400mm dia 33 N)1600mm dia 34 O)1800mm dia 35 Carting lying and jointing of AC Mazza pipes Class 1and specialsto the site of work, lowering the same into trenches in following depth below ground level true to alignment, caulking the joint with necessary spun yarnsbitumen soaked and jointing with 1 : 2 cement mortar in coarse sand including excavations of earth below invert level of pipe, including cost of jointing materials, hydraulic testing etc. but excluding refilling of trenches from ground level to the invert level of pipe. Including Providing and erecting 2.00 metre high temporary barricading at site on both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion as per direction of engineer-in-charge200 mm dia0 to 1.5 M B.G.L. 36 B) 1.5 to 3.0 m B.G.L. 37 ii )250 mm dia0.0 To 1.50 m B.G.L. 38 1.5 to 3.0 m B.G.L. 39 Carting lying and jointing of RCC Np3pipes and specialsto the site of work, lowering the same into trenches in following depth below ground level true to alignment, caulking the joint with necessary spun yarnsbitumen soaked and jointing with 1 : 2 cement mortar in coarse sand including excavations of earth below invert level of pipe, including cost of jointing materials, hydraulic testing etc. but excluding refilling of trenches from ground level to the invert level of pipe Including Providing and erecting 2.00 metre high temporary barricading at site on both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion as per direction of engineer-in-charge250 mm dia3.0 to 4.5 m B.G.L. 40 4.5 TO 6.0 M B.G.L. 41 6.0 TO 7.5 m B.G.L. 42 300 mm dia0 to 1.5 M B.G.L. 43 1.5 to 3.0 m B.G.L. 44 3.0 to 4.5 m B.G.L. 45 4.5 TO 6.0 M B.G.L. 46 6.0 TO 7.5 m B.G.L. 47 350mm dia3.0 to 4.5 m B.G.L. 48 4.5 TO 6.0 M B.G.L. 49 400 mm dia3.0 to 4.5 m B.G.L. 50 4.5 TO 6.0 M B.G.L. 51 6.0 TO 7.5 m B.G.L. 52 7.5 TO 9.0 M B.G.L. 53 450 mm dia1.5 to 3.0 m B.G.L. 54 7.5 TO 9.0 M B.G.L. 55 500 mm dia0 to 1.5 M B.G.L. 56 1.5 to 3.0 m B.G.L. 57 3.0 to 4.5 m B.G.L. 58 4.5 TO 6.0 M B.G.L. 59 6.0 TO 7.5 m B.G.L. 60 9.0 TO 10.5 M B.G.L. 61 600 mm dia3.0 to 4.5 m B.G.L. 62 4.5 TO 6.0 M B.G.L. 63 6.0 TO 7.5 m B.G.L. 64 7.5 TO 9.0 M B.G.L. 65 9.0 TO 10.5 M B.G.L. 66 700 mm dia1.5 to 3.0 m B.G.L. 67 6.0 TO 7.5 m B.G.L. 68 7.5 TO 9.0 M B.G.L. 69 9.0 TO 10.5 M B.G.L. 70 800 mm dia3.0 to 4.5 m B.G.L. 71 4.5 TO 6.0 M B.G.L. 72 6.0 TO 7.5 m B.G.L. 73 7.5 TO 9.0 M B.G.L. 74 9.0 TO 10.5 BGL 75 900mm dia7.5m to 9.0 BGL 76 1000mm dia3.0m to 4,5m BGL 77 1200mm dia1.5 -3.0 BGL 78 1400mm dia3.0 to 4.5 BGL 79 1600mm dia3.0 to 4.5 m B.G.L. 80 4.5 TO 6.0 M B.G.L. 81 6.0 TO 7.5 m B.G.L. 82 1800mdia3.0 to 4.5M BGL 83 4.5 to 6.0MBGL 84 6.0 to 7.5 M BGL 85 Supply andlocal sandbedding in trenches from a distance not exceeding 10km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T&P etc. required for proper completion of work.0 to 3.0 M B.G.L. 86 CEMENT CONCRETEIN BEDDING WITH 40 MM GAUGE APPROVED STONE BALLAST, COARSE SAND AND CEMENT IN THE PROPORTION OF 4:2:1 INCLUDING SUPPLY OF ALL MATERIALS, LABOUR, T&P ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK.3.0 to 4.5 m B.G.L. 87 4.5 TO 6.0 M B.G.L. 88 6.0 TO 7.5 m B.G.L. 89 7.5 TO 9.0 M B.G.L. 90 9.0 TO 10.5M BGL 91 Supply of all materials , labour, and T&Pand constructingmasonry circular manhole with concentric coneat bottom top circular brick masonaryin CM(1;4) with Sulphate resistant cement with 20 mm thick smooth plaster on both sides in CM 1:4 with Sulphate resistant cement including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. type steps, 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame as IS 12592and cover of 56 cm dia. etc. with prrovision for placing and removing mild steel shoring box whereever required upto depth 4.95 and 9m respectively complete as directed by Engineer-incharge as per clause 3.22/3.24manholes of following sizes as per type design and drawing 900 m.m.dia. X1650mm depths 92 1200 m.m.dia. X2300mm depths 93 1500 m.m.dia. X4950mm depths 94 1500 m.m.dia. X9000mm depths 95 Addition or substraction due to variation in shaft for following sizes of manholes.Shaft for900 m.m.dia. X1650m.m 96 Shaft for1200 m.m dia.X 2300m.m 97 Shaft for1500 m.m. dia X 5000 m.m. 98 Shaft for1500 m.m dia. X 9000 m.m. 99 Construction of Brick Masonry/RCC Precast house Connecting chamber (0.6mx0.6mx0.75m) for multiple Property connection chamber of size 0.30 m x 0.3 m x 0.45 m )with SFRC frame and cover as per IS 12592 (Part I and II) and connection to the two nos of houses with 120 mm DWC (PE-80/PN-10) (3 m long) and connection to sewer manhole with 150 mm AC Maza pipes (8 m log) including all excavation, refilling, providing and laying of pipes, construction of brick chamber including reistatement and dismantlingof roads (As per UnIt Estimate) with specification as per item no 9 anditem no 1 respectively etc. all complete with UPVC Specials as per the direction of Engineer incharge.For one house connecting chamber is considered between two property connection chamber.ON ROADSCEMENT CONCRETE 100 BITUMINOUS ROADS 101 INTERLOCKING 102 For one house connecting chamber is considered for one property connection chamber.CEMENT CONCRETE 103 BITUMINOUS ROADS 104 INTERLOCKING 105 For one PropertyConnecting chamber which will be direct connected to manhole where it is not possible to construct sewer connecting chamberCEMENT CONCRETE 106 BITUMINOUS ROADS 107 INTERLOCKING 108 Disilting of sewer lines through jetting and suction machine including cleaning,barricading reconstruction of manholes for suction isolation by plugging and flow stopage setting up the over pumping arrangement traffic management jetting and disloging of accumalated silt from the pipelines removal of silt from suction hoes,dispoasal of removed silt upto a distance of 20km,neccasary temporary repairs of sewers to stop locatinal collapses,ingress of ground water in disilted section of the pipelines all complete as per direction of engineer-in-charge in the line with specification prescribed in IND STT201-2018 AND Code of pratice AND CCTV PIPELINE CONDITIONAL ASSESSMENT Evaluating pipeline condition through inline Closed Circuit Television Survey to asssess the internal condition and material of the buried pipelines including accurate measurement of the length & diameter /cross section invert level and other physical attributes of buried pipelines,identification of all defects joints and connections,measurement and recording of thier location/psition sizes & condition of such pipelines including postion of survey report and records of the condition,both through video recording as well as a report on the structural condition of the pilelines as direction of Engineer -in-Charge.200mm dia 109 250mm dia 110 300mm dia 111 1100mm dia 112 1200mm dia 113 1400mm dia 114 2000mm dia 115 Providing and supplying in standard lengths High Density Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread /insert joint / quick release coupler joint /compression fitting joint or flanged joint including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the site &stacking the same in closed shade duly protecting from sunrays & rains, n all respect etc. complete200mm dia 116 250mm dia 117 300mm dia 118 Supply of MS pipe painted with Cement motar lining inside and epoxy coating outside both side with 18mm thicknessincluding labour material as per IS 3589 & IS 5822 completel for proper completion of work.350mm dia 119 400mm dia 120 450mm dia 121 500mm dia 122 600mm dia 123 700mm dia 124 800mm dia 125 900mm dia 126 1000MM dia 127 1200mm dia 128 1400mm dia 129 1600mm dia 130 1800mm Carrier(For NH crossing) 131 2000mm Casing (For NH crossing) 132 Installation of HDPE/MS product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment,preparing new pipe work material, making entry pit upto depth 3 meter depth, installing new pipe work and commissioning system or making the system ready for commisioing by HDD operation including,all related civil and mechanical works like excavation, shoring /strutting etc drilling stringing rearning and pulling back the new pipe work on the designed bore path alignment,proper disposal of drillingg fluid and back fill of site after completion all inclusive as per Ind STT:101-2018 Code of practice for horizontal Directional Drilling Technique Suiting Indian Conditions200mm dia 133 250mm dia 134 300mm dia 135 350mm dia 136 400mm dia 137 450mm dia 138 500mm dia 139 600mm dia 140 700mm dia 141 800mm dia 142 Installation of product pipe by Manual Pipe Jacking method including making of entry and exit pits upto 3 mtr depth all related civil works like excavation, shoring/strutting etc manual shielded excavation,lowering of pipe segments in the jacking pit,laying and jointing of the product pipeline through jacking process from the jacking pit after project completion as per the instructions of the Engineer-In-Charge all complete except the cost of the pipe.900mm 143 1000mm 144 1200mm 145 1400mm 146 1600mm 147 2000mm Casing 148 Permanent reinstatement of road including supply of all material,labour,T&P etc. required for proper completion of works.PWD ROADSBituminuos road 149 NAGAR NIGAM ROADSRoad reinstatement of cement concrete roadwith PCC in ratio of 1:4:8 (cement,coarse sand,stone ballast) 75 mm thick and CC 150mm thick in ratio of 1:1.5:3 (cement, coarse sand,stone ballast) including supply of allmaterial labour etc complete (Cement Concrete)(As per UnIt Estimate). 150 Road re-instatement By Construction of Granular subbase Grade 1 (150mm thick),Granular subbase Grade 2 (150m thick),tack coat,prime coat, Bitumen Penetration Macadam 50mm thick semi- dense Bituminous concrete 25mmincluding supply of labour material etc complete(Bituminuos road)(As per UnIt Estimate) 151 Reinstatement of Interlocking Paver Block (80mm) road withsand cushion 500mm thick(tiles 60% new 40 % old)including supply of labour material etc complete Interlockingroad(60% new 40% old)(As per UnIt Estimate) 152 (A) Ravidaspuram Sewage Pumping StationSurvey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Wet well/Sump Well in RCC M30having average capacity 8.22 mld Ravidaspuram including consturction of MEP building and other related works required for completion of pumping station. 153 Survey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Screen Chamber, Inlet Chamber in RCC M30and other related works required for completion of pumping station. 154 Laying of Rising MainExcavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenchesIncluding Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8kmas per direction of engineer-in-charge0 to 1.5 M B.G.L. 155 Supplyand laying of 450mm dia. DI K-9pipe and specialssuitable for destination including all taxes.including Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including construction of thrust blocks and Supply cartingand fixing air valve ,caution board ,traffic diversion as per direction of engineer-in-charge 156 Construction of Thrust blocks of size 1.8m x 1.8m x 1.8m )as per direction of engineer in charge. 157 Supply & fitting of Air valves of size 25mm.)as per direction of engineer in charge. 158 Dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the Engineer in charge including its temp reinstatement by hand ramming to make walkable. 159 Reinstatement ofdismantle bituminous roads as per PWD NH Specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and T&P etc. required for proper completion of work as per direction of engineer in charge. 160 Size of D.G. PlateformSize of transformer PlateformConstruction of DG & Transformer Platform in base concrete 1:4:8 and RCC 1:1.5:3. Provision of Tubler trusses having GI roofing including labour, material etc complete. 161 (METER, HT & LT PANEL ROOM)Construction cost of LT panel room building(6.0m X 5.0m)as per direction of engineer in charge. 162 Construction cost of Meter and HT panel room building (5.5m X 8.0m)as per direction of engineer in charge. 163 Construction of Staff Quarter having areas 50sqmas per direction of engineer in charge. 164 Construction of Boundarywall having length of 120m inBrick masonry in CM(1:4),plaster in CM (1:4)boundary wall 23 cm thick and 1.50 m. height, M.S. gate 3.6 m wide with 1.2 m wide wicket gate as per type design and drawing. 165 Construction of Cement Concrete road of 3.6 m width in 1:1.5:3(M20) having thickness 300mmincluding material labour t&P etc complete 166 Laying of 80mm thick C.C. pre rubber moulded inter locking paver tiles with 10mm thick bedding of fine sand and brick ballast in ratio 1:4 including all labour, T&P etc. required for proper completion of work. 167 (B) Gujjaini Sewage Pumping StationSurvey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Wet well/Sump Well in RCC M30having average capacity 6.39 mld Gujjaini including consturction of MEP building and other related works required for completion of pumping station. 168 Survey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Screen Chamber, Inlet Chamber in RCC M30and other related works required for completion of pumping station. 169 Laying of Rising MainExcavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenchesIncluding Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8kmas per direction of engineer-in-charge 170 Supplyand laying of 450mm dia. DI K-9pipe and specialssuitable for destination including all taxes.including Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including construction of thrust blocks and Supply cartingand fixing air valve ,caution board ,traffic diversion as per direction of engineer-in-charge 171 Construction of Thrust blocks of size 1.8m x 1.8m x 1.8m)as per direction of engineer in charge. 172 Supply & fitting of Air valves of size 25mm.)as per direction of engineer in charge. 173 Dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the Engineer in charge including its temp reinstatement by hand ramming to make walkable. 174 Reinstatement ofdismantle bituminous roads as per PWD NH Specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and T&P etc. required for proper completion of work as per direction of engineer in charge. 175 Size of D.G. PlateformSize of transformer PlateformConstruction of DG & Transformer Platform in base concrete 1:4:8 and RCC 1:1.5:3. Provision of Tubler trusses having GI roofing including labour, material etc complete. 176 (METER, HT & LT PANEL ROOM)Construction cost of LT panel room building(6.0m X 5.0m)as per direction of engineer in charge. 177 Construction cost of Meter and HT panel room building (5.5m X 8.0m)as per direction of engineer in charge. 178 Construction of Staff Quarter having areas 50sqmas per direction of engineer in charge. 179 Construction of Boundarywall having length of 30m Brick masonry in CM(1:4),plaster in CM (1:4)boundary wall 23 cm thick and 1.50 m. height, M.S. gate 3.6 m wide with 1.2 m wide wicket gate as per type design and drawing. 180 Construction of Cement Concrete road of 3.6 m width in 1:1.5:3(M20) having thickness 300mmincluding material labour t&P etc complete 181 (C) I Block Sewage Pumping StationSurvey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Wet well/Sump Well in RCC M30having average capacity 9.90 mld including consturction of MEP building and other related works required for completion of pumping station. 182 Survey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Screen Chamber, Inlet Chamber in RCC M30and other related works required for completion of pumping station. 183 Laying of Rising MainExcavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenchesIncluding Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8kmas per direction of engineer-in-charge 184 Supplyand laying of 450mm dia. DI K-9pipe and specialssuitable for destination including all taxes.including Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including construction of thrust blocks and Supply cartingand fixing air valve ,caution board ,traffic diversion as per direction of engineer-in-charge 185 Construction of Thrust blocks of size 1.8m x 1.8m x 1.8m)as per direction of engineer in charge. 186 Supply & fitting of Air valves of size 25mm.)as per direction of engineer in charge. 187 Dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the Engineer in charge including its temp reinstatement by hand ramming to make walkable. 188 Reinstatement ofdismantle bituminous roads as per PWD NH Specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and T&P etc. required for proper completion of work as per direction of engineer in charge. 189 Size of D.G. PlateformSize of transformer PlateformConstruction of DG & Transformer Platform in base concrete 1:4:8 and RCC 1:1.5:3. Provision of Tubler trusses having GI roofing including labour, material etc complete. 190 (METER, HT & LT PANEL ROOM)Construction cost of LT panel room building(6.0m X 5.0m)as per direction of engineer in charge. 191 Construction cost of Meter and HT panel room building (5.5m X 8.0m)as per direction of engineer in charge. 192 Construction of Staff Quarter having areas 50sqmas per direction of engineer in charge. 193 Construction of Boundarywall having length 120m Brick masonry in CM(1:4),plaster in CM (1:4)boundary wall 23 cm thick and 1.50 m. height, M.S. gate 3.6 m wide with 1.2 m wide wicket gate as per type design and drawing. 194 Construction of Cement Concrete road of 3.6 m width in 1:1.5:3(M20) having thickness 300mmincluding material labour t&P etc complete 195 (D) Barra 4 Sewage Pumping StationSurvey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Wet well/Sump Well in RCC M30having average capacity 18.20 mld Barra 4 including consturction of MEP building and other related works required for completion of pumping station. 196 Survey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Screen Chamber, Inlet Chamber in RCC M30and other related works required for completion of pumping station. 197 Laying of Rising MainExcavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenchesIncluding Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8kmas per direction of engineer-in-charge 198 Supplyand laying of 600 mm dia. DI K-9pipe and specialssuitable for destination including all taxes.including Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including construction of thrust blocks and Supply cartingand fixing air valve ,caution board ,traffic diversion as per direction of engineer-in-charge 199 Construction of Thrust blocks of size 1.8m x 1.8m x 1.8m)as per direction of engineer in charge. 200 Supply & fitting of Air valves of size 25mm.)as per direction of engineer in charge. 201 Supply of 600mm carrier and 700mm casing MS pipe 18mm thickness painted with epoxy paint both side with following thickness for crossing of NH and Installation of steel product pipe by HDD method including preparing and setting up the plant and equipment preparing new pipe work and commissioning systemor making the system ready for commissioning by HDD operation including all related civil and mechanical works like excavation,shoring/strutting etc drilling stringing,reaming and pulling back the new pipe work on the designed bore path alignment,proper disposal of drlling fluid and back fill of site after completion all inclusive as per Ind STT:101-2018 Code of practice for Horizontal Directional Drilling Technique Suting indian condtion 202 Dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the Engineer in charge including its temp reinstatement by hand ramming to make walkable. 203 Reinstatement ofdismantle bituminous roads as per PWD NH Specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and T&P etc. required for proper completion of work as per direction of engineer in charge. 204 Size of D.G. PlateformSize of transformer PlateformConstruction of DG & Transformer Platform in base concrete 1:4:8 and RCC 1:1.5:3. Provision of Tubler trusses having GI roofing including labour, material etc complete. 205 (METER, HT & LT PANEL ROOM)Construction cost of LT panel room building(6.0m X 5.0m)as per direction of engineer in charge. 206 Construction cost of Meter and HT panel room building (5.5m X 8.0m)as per direction of engineer in charge. 207 Construction of Staff Quarter having areas 50sqmas per direction of engineer in charge. 208 Renovation of Existing of Boundarywall having length 200m Brick masonry in CM(1:4),plaster in CM (1:4)boundary wall 23 cm thick and 1.50 m. height, M.S. gate 3.6 m wide with 1.2 m wide wicket gate as per type design and drawing. 209 Construction of Cement Concrete road of 3.6 m width in 1:1.5:3(M20) having thickness 300mmincluding material labour t&P etc complete 210 (E) Hemant Vihar Sewage Pumping StationSurvey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Wet well/Sump Well in RCC M30having average capacity 19.12 mldHemant Viharincluding consturction of MEP building and other related works required for completion of pumping station. 211 Survey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Screen Chamber, Inlet Chamber in RCC M30and other related works required for completion of pumping station. 212 Laying of Rising MainExcavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenchesIncluding Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8kmas per direction of engineer-in-charge 213 Supplyand laying of 600mm dia. DI K-9pipe and specialssuitable for destination including all taxes.including Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including construction of thrust blocks and Supply cartingand fixing air valve ,caution board ,traffic diversion as per direction of engineer-in-charge 214 Construction of Thrust blocks of size 1.8m x 1.8m x 1.8m )as per direction of engineer in charge. 215 Supply & fitting of Air valves of size 25mm.)as per direction of engineer in charge. 216 Supply of 500mm cariier 600mm casing MS pipe 18mm painted with epoxy paint both side with following thickness for crossing of NH and Installation of steel product pipe by HDD method including preparing and setting up the plant and equipment preparing new pipe work and commissioning systemor making the system ready for commissioning by HDD operation including all related civil and mechanical works like excavation,shoring/strutting etc drilling stringing,reaming and pulling back the new pipe work on the designed bore path alignment,proper disposal of drlling fluid and back fill of site after completion all inclusive as per Ind STT:101-2018 Code of practice for Horizontal Directional Drilling Technique Suting indian condtion 217 Dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the Engineer in charge including its temp reinstatement by hand ramming to make walkable. 218 Reinstatement ofdismantle bituminous roads as per PWD NH Specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and T&P etc. required for proper completion of work as per direction of engineer in charge. 219 Size of D.G. PlateformSize of transformer PlateformConstruction of DG & Transformer Platform in base concrete 1:4:8 and RCC 1:1.5:3. Provision of Tubler trusses having GI roofing including labour, material etc complete. 220 (METER, HT & LT PANEL ROOM)Construction cost of LT panel room building(6.0m X 5.0m)as per direction of engineer in charge. 221 Construction cost of Meter and HT panel room building (5.5m X 8.0m)as per direction of engineer in charge. 222 Construction of Staff Quarter having areas 50sqmas per direction of engineer in charge. 223 Construction of existing Boundarywall having length =140m Brick masonry in CM(1:4),plaster in CM (1:4)boundary wall 23 cm thick and 1.50 m. height, M.S. gate 3.6 m wide with 1.2 m wide wicket gate as per type design and drawing. 224 Laying of 80mm thick C.C. pre rubber moulded inter locking paver tiles with 10mm thick bedding of fine sand and brick ballast in ratio 1:4 including all labour, T&P etc. required for proper completion of work. 225 Construction of Cement Concrete road of 3.6 m width in 1:1.5:3(M20) having thickness 300mmincluding material labour t&P etc complete 226 (F) Vaidehi Vihar Sewage Pumping StationSurvey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Wet well/Sump Well in RCC M30having average capacity 8.73 mld Vaidehi Vihar including consturction of MEP building and other related works required for completion of pumping station. 227 Survey, investigation, preparation of drawing, design and submission of approved drawing andconstruction of Screen Chamber, Inlet Chamber in RCC M30and other related works required for completion of pumping station. 228 Laying of Rising MainExcavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenchesIncluding Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8kmas per direction of engineer-in-charge 229 Supplyand laying of 500mm dia. DI K-9pipe and specialssuitable for destination including all taxes.including Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including construction of thrust blocks and Supply cartingand fixing air valve ,caution board ,traffic diversion as per direction of engineer-in-charge 230 Construction of Thrust blocks of size 1.8m x 1.8m x 1.8m )as per direction of engineer in charge. 231 Supply & fitting of Air valves of size 25mm.)as per direction of engineer in charge. 232 Dismantling of bitumin roads disposal of unserviceable materials within 50m from the site of work as directed by the Engineer in charge including its temp reinstatement by hand ramming to make walkable. 233 Reinstatement ofdismantle bituminous roads as per PWD NH Specificationsand new short fallen materials for proper finishing of surface including supply of materials, labour and T&P etc. required for proper completion of work as per direction of engineer in charge. 234 Size of D.G. PlateformSize of transformer PlateformConstruction of DG & Transformer Platform in base concrete 1:4:8 and RCC 1:1.5:3. Provision of Tubler trusses having GI roofing including labour, material etc complete. 235 (METER, HT & LT PANEL ROOM)Construction cost of LT panel room building(6.0m X 5.0m)as per direction of engineer in charge. 236 Construction cost of Meter and HT panel room building (5.5m X 8.0m)as per direction of engineer in charge. 237 Construction of Staff Quarter having areas 50sqmas per direction of engineer in charge. 238 Renovation of existing Boundarywall having length 150m Brick masonry in CM(1:4),plaster in CM (1:4)boundary wall 23 cm thick and 1.50 m. height, M.S. gate 3.6 m wide with 1.2 m wide wicket gate as per type design and drawing. 239 Construction of Cement Concrete road of 3.6 m width in 1:1.5:3(M20) having thickness 300mmincluding material labour t&P etc complete 240 Laying of 80mm thick C.C. pre rubber moulded inter locking paver tiles with 10mm thick bedding of fine sand and brick ballast in ratio 1:4 including all labour, T&P etc. required for proper completion of work. 241 (B) E&M WorksSITC ofsubmersible non clog pumpset should be single stage having two vanessemi open impellercoupled with submersible motor of 3 phase 50 Hz, 3575 lpm, 23 Mtr. Head solid handling capacity 100/125 mm, suitable to pump raw sewage with an specific gravity 1.05 including suitable size guide pipe, lifting channel and cable. (For Ravidaspuram SPS) 242 Main Piping, Valves and Common HeaderMotor Operated Actuator with 200 mm dia DI Sluice Valve for Pumps (For Ravidaspuram SPS) 243 Motor Operated Actuator with 400 mm dia DI Sluice Valve for Pumps (For Ravidaspuram SPS) 244 DI D/F Reflux valve 200 mm dia (For Ravidaspuram SPS) 245 DI D/F Reflux valve 400 mm dia (For Ravidaspuram SPS) 246 CI Main Pipings (For Ravidaspuram SPS)200 mm dia 0.5 m Long column pipe- 12 Nos.200 mm dia 1.0 m Long column pipe- 12 Nos.200 mm dia 1.5 m Long column pipe- 20 Nos.200 mm dia 90 degree bend- 6 Nos.400X200X400 mm dia Tee- 6 Nos.400 mm dia 0.5 mtr. Long D/F Pipe- 6 Nos.400 mm dia 1.0 mtr. Long D/F Pipe- 2 Nos.400 mm dia 1.5 mtr. Long D/F Pipe- 2 Nos.400 mm dia 90 degree Bend- 2 Nos.400 mm dia Blind Flanged- 1 Nos.400X350 Double Flange Reducer / Enlarger- 2 Nos. 247 400mm dia Machenical type Dismantling joints with pressure gauge. (For Ravidaspuram SPS) 248 Nut bolts, Washer(S.S.) & Rubber packing- 1 Lot (For Ravidaspuram SPS) 249 SITC of 350 mm dia CE/UL certified Electro magnetic flow meter suitable to measure 0MLD to 35 MLD flow to be fitted in 400 mm dia main header line having following technical specification. (For Ravidaspuram SPS) 250 SITC of 3 tonE.O.T. crane along with gantry girders, chain pulley block and geared trolley suitable for pump house complete in all respect. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832. (For Ravidaspuram SPS , Gujaini SPS & Barra- I- Block SPS, Gujaini SPS) (1x4) 251 Tools and Plants Toolbox of 30x18x11Fabricated from 18 Gauge MS sheet fully black painted comprising of followings. (For all SPS) (1x6)Ring Spanner of 12 PCs-1SetD/E Spanners of 12 PCs-1SetAdjustable wrench12-1No.Pipe wrench 24size-12No.Pipe wrench 18 size-1No.Pipe wrench 12 Size-1No.Bearing Puller-1No.Crimpling Tools upto 400mm² (Hydraulic Type)Heavy duty sockets 20mm to 50mm-1SetChain wrench 36-2Nos.Omsiated plier-1No.L&Key set-1SetScrewdriver-1SetRotary oil pump 1 No. 252 For Substation and Power Control Room (For all SPS) (1x6)Megger with testing lead For 1000Volt 253 First Aid Box 254 Steel Almirah of 6’x3’. 255 Chair 256 Tubular table 257 Fire chart 258 Map Board chart. 259 Power WiringSupply and laying of 35 Sqmm. 3 core copper conductor cable from Starter to Motor. (For Ravidaspuram IPS, Barra 4 IPS & Barra 2 SPS) (3x300) 260 Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set and Mechanical screen) (for all SPS) (4x6) 261 Painting of all pumps piping and valves with two coat enamel paint. (For Ravidaspuram IPS, Barra 4 IPS, Gujaini SPS, Barra I-Block IPS) (1x4) 262 Painting of all pumps piping and valves with two coat enamel paint. (ForBarra-2, Vaidehi Vihar) (1x2) 263 LIGHT WIRINGLight wiring of pump house H.T. Room L.T. control room, Meter Room, D.G.Room, Store and staff quarters. Wiring point for light with 1.5Sqmm PVC in suitable multi core copper cable in heavy gauge rigid PVC conduit pipe concealed in wall, complete with 1/18 Copper wire earth continuity wire and piano type switch etc complete in all respect as per I.E. Rules. (For all SPS) (40x6) 264 Wiring point for LED Lamp 75 watt/power plugwith 2.5sqmm PVC insulated multi core cable in heavy gauge rigid PVC conduit canceled in wall complete with 1/18 copper wire. Earth Continuity wire with 16 Amp. metal clad SPN switch/15 Amp Piano type switches complete in all respect. (For all SPS)(10x6) 265 Supply and fixing of main suitable Distribution boards with MCBs for controlling the lighting system. (For all SPS) (4x6) 266 ◙ Supply and fixing of factory wired HPF box type fluorescent tube complete including tube etc. on wall (For all SPS)(10x6) 267 ◙ Supply and fixing of LED 110 watt Lights with its all accessories. (For all SPS)(6x6) 268 ◙ Supply and fitting of steel tubular swaged poles of 9m length including its all fitting as per I.E. rules SP 27. (For all SPS)(4x6) 269 ◙450 mm size exhaust fans for HT/LT room, pump house& DG room. (For all SPS)(6x6) 270 Aluminium conductor PVC insulated cables of following sizes for drawing power to feeder pillar and from pillar to poles for campus external lighting (a)1 x 2 x 6 sqmm(unarmoured) (For all SPS)(400x6) 271 Manual Bar Screen(40 mm) Provision of suitable manual bar screen having 40 mm clear gap between screen bar of S.S. flat shall be 50mmx10mm size and angle of installation 45° duly followed arrangement of suitable size in width and as per recomondation of engineer incharge. (For all SPS) (2x6) 272 Mechanical Bar screen Provision of suitable size multirake bar screen along with control panel and screw conveyor system and suitable for side condition/ as perrecomondation of engineer incharge. With bar space 20 mm (For all SPS) (2x6) 273 Manual Bar Screen(20 mm)Provision of suitable manual bar screen having 20mm clear gap between screen bar of S.S. flat shall be 50mmx10mm size and angle of installation 75° duly followed arrangement of suitable size in width and as per recomondation of engineer incharge. (For all SPS) (1x6) 274 Sluice GateSITC of manually operated CI/DI Sluice gate of sitting and unsitting had as per IS 13349 complete set with all gear arrangement and SS 316 Shaft etc as per requirement MOC shall be as below under and as per latest IS code.Wall thimble CI FG 200 IS 210 (For all SPS) (10x6) Frame- CI FG 200 IS 210Shutter & Stiffeners- CI FG 200 IS 210Sear retainer war SS 316Wedge-CI IS210 Grade FG200Rubber seal EPDM rubberSpindle- SS 316Opening Nut- BronzeFasteners-SS-316Thrust Nut- SS-316Size as per site requirement. 275 Installation,Testingand commissioning of above pumps, sluice gate, common header and other work as per site requirement with required size power and control cable with tray, cable lugs, cable gland etc. (For Ravidaspuram IPS, Barra-I-Block IPS) (1x2) 276 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of following rating:400 Amp Rating (For Ravidaspuram IPS, Barra-2SPS) (1x2) 277 CE/UL Certified Radar type Level Transmiter for SPS (For all SPS) (1x6) 278 CE/UL Certified Pressure transmitter for each pump. (For all SPS)(6x6) 279 CE/UL Certified Surge protector for control panel. (For all SPS)(1x6) 280 Security Survelliance IP Camera (optional) (For all SPS)(4x6) 281 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg. (For all SPS)(4x6) 282 Heavy Duty leak proof fire bucket as per IS 2546/1974 (For all SPS)(6x6) 283 Fire bucket stand for 6 bucket(For all SPS)(6x6) 284 Installation, commissioning & testing of Automation related equipments for SPS (For all SPS) (For all SPS) (1x6) 285 Trial Run for 3 months Period (SCADA) (For all SPS)(For all SPS)(1x6) 286 SITC of submersible non clog pumpset should be single stage having two vanes semi open impellercoupled with submersible motor 3 phase 50 Hz, 4300 lpm, 19 Mtr. Head solid handling capacity 100/125 mm, suitable to pump raw sewage with an specific gravity 1.05. (for Barra-2 SPS) 287 Motor Operated Actuator with 250 mm dia DI Sluice Valve for Pumps (for Barra-2 SPS, Barra-I- Block SPS) (6x2) 288 Motor Operated Actuator with 450 mm dia DI Sluice Valve for Pumps (for Barra-2 SPS, Barra-I- Block SPS) (1x6) 289 DI D/F Reflux valve 250 mm dia (for Barra-2 SPS, Barra-I- Block SPS) (2x6) 290 DI D/F Reflux valve 450 mm dia (for Barra-2 SPS, Barra-I- Block SPS) (2x1) 291 CI Main Pipings (For Barra-2 SPS)250 mm dia 0.5 m Long column pipe- 12 Nos.250 mm dia 1.0 m Long column pipe- 12 Nos.250 mm dia 1.5 m Long column pipe- 20 Nos.250 mm dia 90 degree bend- 6 Nos.450X250X450 mm dia Tee- 6 Nos.450 mm dia 0.5 mtr. Long D/F Pipe- 6 Nos.450 mm dia 1.0 mtr. Long D/F Pipe- 2 Nos.450 mm dia 1.5 mtr. Long D/F Pipe- 2 Nos.450 mm dia 90 degree Bend- 2 Nos.450 mm dia Blind Flanged- 1 Nos.450X400 Double Flange Reducer / Enlarger- 2 Nos. 292 450 mm dia Machenical type Dismantling joints with pressure gauge. (For Barra-2 SPS) 293 Nut bolts, Washer(S.S.) & Rubber packing- 1 Lot (For Barra-2 SPS) 294 Electro magnetic flow meter 400 mm dia CE/UL certified Electro magnetic flow meter suitable to measure 0MLD to 40 MLD flow to be fitted in 450 mm dia main header line having following technical specification. (For Barra-2 SPS) 295 SITC of submersible non clog pumpset should be single stage having two vanes semi open enclosedimpellercoupled with submersible motor of 3 phase 50 Hz, 8300 lpm, 16 Mtr. Head solid handling capacity 100/125 mm, suitable to pump raw sewage with an specific gravity 1.05. (For Barra-4 SPS) 296 Motor Operated Actuator with 300 mm dia DI Sluice Valve for Pumps(For Barra-4 SPS & Vaidehi Vihar) (6x2) 297 Motor Operated Actuator with 600 mm dia DI Sluice Valve for Pumps (For Barra-4 SPS & Vaidehi Vihar) (1x2) 298 DI D/F Reflux valve 300 mm dia (For Barra-4 SPS & Vaidehi Vihar) (6x2) 299 DI D/F Reflux valve 600 mm dia (For Barra-4 SPS & Vaidehi Vihar) (1x2) 300 CI Main Pipings(For Barra-4 IPS)300 mm dia 0.5 m Long column pipe- 12 Nos.300 mm dia 1.0 m Long column pipe- 12 Nos.300 mm dia 1.5 m Long column pipe- 20 Nos.300 mm dia 90 degree bend- 6 Nos.600X300X600 mm dia Tee- 6 Nos.600 mm dia 0.5 mtr. Long D/F Pipe- 6 Nos.600 mm dia 1.0 mtr. Long D/F Pipe- 2 Nos.600 mm dia 1.5 mtr. Long D/F Pipe- 2 Nos.600 mm dia 90 degree Bend- 2 Nos.600 mm dia Blind Flanged- 1 Nos.600X500 Double Flange Reducer / Enlarger- 2 Nos. 301 600 mm dia Machenical type Dismantling joints with pressure gauge. (For Barra-4 IPS) 302 Nut bolts, Washer(S.S.) & Rubber packing- 1 Lot (For Barra-4 IPS) 303 Electro magnetic flow meter 500 mm dia CE/UL certified Electro magnetic flow meter suitable to measure 0MLD to 70 MLD flow to be fitted in 600 mm dia main header line having following technical specification. (For Barra-4 IPS) 304 LIFTING ARRANGEMENT E.O.T. CraneSITC of 5 tonE.O.T. crane along with gantry girders, chain pulley block and geared trolley suitable for side condition complete in all respect for pump house. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832 and as per recomdation of engineer incharge. (For Barra-4 IPS) 305 Installation,Testingand commissioning of above pumps, sluice gate, common header and other work as per site requirement with required size power and control cable with tray, cable lugs, cable gland etc.(For Barra-4 IPS) 306 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of following rating:630 Amp Rating(For Barra-4 IPS) 307 SITC ofsubmersible non clog pumpset should be single stage having two vanes semi open impellercoupled with submersible motor of 3 phase 50 Hz, 3790 lpm, 16 Mtr. Head solid handling capacity 100/125 mm, suitable to pump raw sewage with an specific gravity 1.05.(For Barra-I-Block SPS) 308 CI Main Pipings(For Barra-I-Block SPS)250 mm dia 0.5 m Long column pipe- 12 Nos.250 mm dia 1.0 m Long column pipe- 12 Nos.250 mm dia 1.5 m Long column pipe- 20 Nos.250 mm dia 90 degree bend- 6 Nos.450X250X450 mm dia Tee- 6 Nos.450 mm dia 0.5 mtr. Long D/F Pipe- 6 Nos.450 mm dia 1.0 mtr. Long D/F Pipe- 2 Nos.450 mm dia 1.5 mtr. Long D/F Pipe- 2 Nos.450 mm dia 90 degree Bend- 2 Nos.450 mm dia Blind Flanged- 1 Nos.450X400 Double Flange Reducer / Enlarger- 2 Nos. 309 450 mm dia Machenical type Dismantling joints with pressure gauge. (For Barra-I-Block SPS) 310 Nut bolts, Washer(S.S.) & Rubber packing- 1 Lot (For Barra-I-Block SPS) 311 Electro magnetic flow meter400 mm dia CE/UL certified Electro magnetic flow meter suitable to measure 0MLD to 35 MLD flow to be fitted in 450 mm dia main header line having following technical specification. (For Barra-I-Block SPS) 312 Power Wiring Supply of 10 Sqmm. 3 core copper conductor cable from Starter to Motor. (For Barra-I-Block SPS) 313 Light wiring of pump house H.T. Room L.T. control room, Meter Room, D.G.Room, Store and staff quarters. (For Barra-I-Block SPS)Installation,Testingand commissioning of above pumps, sluice gate, common header and other work as per site requirement with required size power and control cable with tray, cable lugs, cable gland etc. (For Barra-I-Block SPS) 314 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of following rating:250 Amp Rating. (For Barra-I-Block SPS) 315 SITC ofsubmersible non clog pumpset should be single stage having two vanes semi open impellercoupled with submersible motor of 3 phase 50 Hz, 2775 lpm, 17 Mtr. Head solid handling capacity 100/125 mm, suitable to pump raw sewage with an specific gravity 1.05. (For Gujaini SPS) 316 Motor Operated Actuator with 200 mm dia DI Sluice Valve for Pumps(For Gujaini SPS) 317 Motor Operated Actuator with 350 mm dia DI Sluice Valve for Pumps(For Gujaini SPS) 318 DI D/F Reflux valve 200 mm dia (For Gujaini SPS) 319 DI D/F Reflux valve 350 mm dia (For Gujaini SPS) 320 CI Main Pipings(For Gujaini SPS)200 mm dia 0.5 m Long column pipe- 12 Nos.200 mm dia 1.0 m Long column pipe- 12 Nos.200 mm dia 1.5 m Long column pipe- 20 Nos.200 mm dia 90 degree bend- 6 Nos.350X200X350 mm dia Tee- 6 Nos.350 mm dia 0.5 mtr. Long D/F Pipe- 6 Nos.350 mm dia 1.0 mtr. Long D/F Pipe- 2 Nos.350 mm dia 1.5 mtr. Long D/F Pipe- 2 Nos.350 mm dia 90 degree Bend- 2 Nos.350 mm dia Blind Flanged- 1 Nos. 321 350 mm dia Machenical type Dismantling joints with pressure gauge.(For Gujaini SPS) 322 Nut bolts, Washer(S.S.) & Rubber packing- 1 Lot .(For Gujaini SPS) 323 350 mm dia CE/UL certified Electro magnetic flow meter suitable to measure 0MLD to 25 MLD flow to be fitted in 350 mm dia main header line having following technical specification. .(For Gujaini SPS) 324 Power Wiring Supply of 10 Sqmm. 3 core copper conductor cable from Starter to Motor. (For Gujaini SPS) 325 Installation,Testingand commissioning of above pumps, sluice gate, common header and other work as per site requirement with required size power and control cable with tray, cable lugs, cable gland etc.(For Gujaini SPS) 326 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of following rating:250 Amp Rating (For Gujaini SPS) 327 Thesubmersible non clog pumpset should be single stage having two vanes semi openimpellercoupled with submersible motor of 3 phase 50 Hz, 7900 lpm, 21 Mtr. Head solid handling capacity 100/125 mm, suitable to pump raw sewage with an specific gravity 1.05. (For Vaidehi Vihar SPS) 328 CI Main Pipings (For Vaidehi Vihar SPS)300 mm dia 0.5 m Long column pipe- 12 Nos.300 mm dia 1.0 m Long column pipe- 12 Nos.300 mm dia 1.5 m Long column pipe- 20 Nos.300 mm dia 90 degree bend- 6 Nos.600X300X600 mm dia Tee- 6 Nos.600 mm dia 0.5 mtr. Long D/F Pipe- 6 Nos.600 mm dia 1.0 mtr. Long D/F Pipe- 2 Nos.600 mm dia 1.5 mtr. Long D/F Pipe- 2 Nos.600 mm dia 90 degree Bend- 2 Nos.600 mm dia Blind Flanged- 1 Nos.600X500 Double Flange Reducer / Enlarger- 2 Nos. 329 600 mm dia Machenical type Dismantling joints with pressure gauge.(For Vaidehi Vihar SPS) 330 Nut bolts, Washer(S.S.) & Rubber packing- 1 Lot (For Vaidehi Vihar SPS) 331 500 mm dia CE/UL certified Electro magnetic flow meter suitable to measure 0MLD to 70 MLD flow to be fitted in 600 mm dia main header line having following technical specification. (For Vaidehi Vihar SPS) 332 SITC of 5 tonE.O.T. crane along with gantry girders, chain pulley block and geared trolley suitable complete in all respect for pump house. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832.(For Vaidehi Vihar SPS) 333 Power WiringSupply of 50 Sqmm. 3 core copper conductor cable from Starter to Motor.(For Vaidehi Vihar SPS) 334 Installation,Testingand commissioning of above pumps, sluice gate, common header and other work as per site requirement with required size power and control cable with tray, cable lugs, cable gland etc. (For Vaidehi Vihar SPS) 335 Auto Phase reversal unit / Automatic switch with inbuilt the delay & enclosure (Confirms to IEC: 60947-1 & IEC: 60947-6-1) of following rating:630 Amp Rating (For Vaidehi Vihar SPS) 336 H.T.Panel( Comprising with 1 no. incomingand 2 -Outgoing.(for all SPS) (1x6)Supply of indoor type floor mounted metal clad, 11 KV VCB panel with 1No. 630 Amp. incoming VCB & 2 Nos 630 Amp. outgoing VCB totally enclosed, horizontal drawout, horizontal/ vertical isolation type breaker as per IS with all necessory protection and also should be compatible to SCADA operation 337 Transformer Supply of 250 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specificationcomplete in all respects as required at site. (for Ravidaspuram SPS & Barra-2 SPS) (2x2) 338 Supply of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting as following INCOMMING (from transformer):- 02 no. ACB motorized & microprocessor based 400 Amp capcity (Electrical & Mechanically interlocked) & 1 No. 400 Amp ACB motorized & microprocessor based& Outgoing 1 No. ACB motorized & microprocessor based 400 Amp capacity for DG Set both are Electrical & Mechanically interlocked with Auto mains failure system voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type 400 Amp Bus bar with Auto Power factor correction unit for 140 KW load.OUTGOING (i) 6 No. outgoing cosist of a SCADA compatible motorized & microprocessor based 100 Amp. MCCB with VFD Starter with RS485 Post-400 V Class, 30 KW Rating(ii) 2 No. 100 Amp. MCCB (iii) 3 No. 63 Amp. MCCB (for Ravidaspuram SPS & Barra-2 SPS) (1x2) 339 Supply. of 250 KVA 3 Phase 415 Volt 50 Htz D.G.Set canopy type with intrigated control panel etc as per latest IS CODE. (for Ravidaspuram SPS & Barra-2 SPS) (1x2) 340 Supply of 70 Sq.mm size XLPE cable from 11 K.V.UPPCL metering panel to H.T. incoming Panel, and H.T. panel to Transformer. (for all SPS) (100x6) 341 Supply of H.T. Cable end termination joint kit. (For all SPS)(6x6) 342 Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (For all SPS) (16x6) 343 Supply of 1.1 KVgrade 185 sq mm 3.5 core PVCinsulated Armored Aluminum cable fromTransformer to L.T. Panel. (Parllel Operation) (for Ravidaspuram SPS, Barra-2 SPS & Barra_I-Block IPS) (400x2) (200x1) 344 Installation and commissioning of 11 KV/0.44KV, substations 400/315/250/160 KVA, Transformer, DG Set including HT Panels and L.T.Panel with cable tray, cable lug, cable gland including all labor T&P complete in all respect. (for Ravidaspuram SPS, Barra-2 SPS , Barra-4, Barra-I-Block IPS & Vaidehi Vihar SPS) (1x5) 345 CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.(For all SPS) (8x6) 346 Heavy Duty leak proof fire bucket as per IS 2546/1974 (For all SPS) (6x6) 347 Fire bucket stand for 6 bucket (For all SPS) (1x6) 348 Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick). (For all SPS) (10x6) 349 NOC for substation from safety department. (For all SPS) (1x6) 350 TransformerSupply of 315 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specificationcomplete in all respects as required at site. (for Barra-4 SPS) (1x2) 351 Main L.T. PanelSupply of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting as following INCOMMING (from transformer):- 02 no. ACB motorized & microprocessor based 630 Amp capcity (Electrical & Mechanically interlocked) & 1 No. 630 Amp ACB motorized & microprocessor based& Outgoing 1 No. ACB motorized & microprocessor based 630 Amp capacity for DG Set both are Electrical & Mechanically interlocked with Auto mains failure system voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type 630 Amp Bus bar with Auto Power factor correction unit for 200 KW load.OUTGOING (i) 6 No. outgoing cosist of a SCADA compatible motorized & microprocessor based 150 Amp. MCCB with VFD Starter with RS485 Post-400 V Class, 37 KW Rating(ii) 2 No. 100 Amp. MCCB (iii) 3 No. 63 Amp. MCCB (for Barra-4 SPS) 352 Supply of 320 KVA 3 Phase 415 Volt 50 Htz D.G.Set canopy type with intrigated control panel etcas per latest IS CODE. (for Barra-4 SPS) 353 Supply of 1.1 KVgrade 240 sq mm 3.5 core PVCinsulated Armored Aluminum cable fromTransformer to L.T. Panel. (Parellel Operation)(for Barra-4 SPS) 354 Transformer Supply of 160 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specificationcomplete in all respects as required at site. (for Barra-I- Block SPS & Gujaini SPS) (2x2) 355 Main L.T. Panel Supply of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting as following INCOMMING (from transformer):- 02 no. MCCB motorized & microprocessor based 250 Amp capcity (Electrical & Mechanically interlocked) & 1 No. 250 Amp MCCB motorized & microprocessor based& Outgoing 1 No. MCCB motorized & microprocessor based 250 Amp capacity for DG Set both are Electrical & Mechanically interlocked with Auto mains failure system voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type 250 Amp Bus bar with Auto Power factor correction unit for 95 KW load.OUTGOING (i) 6 No. outgoing cosist of a SCADA compatible motorized & microprocessor based 63 Amp. MCCB with VFD Starter with RS485 Post-400 V Class, 18 KW Rating(ii) 2 No. 100 Amp. MCCB (iii) 3 No. 63 Amp. MCCB (for Barra-I- Block SPS) 356 Supply of 160 KVA 3 Phase 415 Volt 50 Htz D.G.Set canopy type with intrigated control panel etc. (for Barra-I- Block) 357 Main L.T. Panel Supply of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting as following INCOMMING (from transformer):- 02 no. MCCB motorized & microprocessor based 250 Amp capcity (Electrical & Mechanically interlocked) & 1 No. 250 Amp MCCB motorized & microprocessor based& Outgoing 1 No. MCCB motorized & microprocessor based 250 Amp capacity for DG Set both are Electrical & Mechanically interlocked with Auto mains failure system voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type 250 Amp Bus bar with Auto Power factor correction unit for 80 KW load.OUTGOING (i) 6 No. outgoing cosist of a SCADA compatible motorized & microprocessor based 63 Amp. MCCB with VFD Starter with RS485 Post-400 V Class, 15 KW Rating(ii) 2 No. 100 Amp. MCCB (iii) 3 No. 63 Amp. MCCB (for Gujaini SPS) 358 Supply of 1.1 KVgrade 150 sq mm 3.5 core PVCinsulated Armored Aluminum cable fromTransformer to L.T. Panel.(for Gujaini SPS) 359 Installation, Testing and commissioning of 11 KV/0.44KV, substations 160 KVA, Transformer, DG Set including HT Panels and L.T.Panel with cable tray, cable lug, cable gland including all labor T&P complete in all respect. (for Gujaini SPS) 360 Transformer Supply of 400 KVA, 11/0.44 KV, 3 Phase, 50 Hz, Dyn 11, indoor ONAN type, copper wound transformer with OFF load tap changing arrangement on HV side in steps of +7.5% & -15%, LV side @ 2.5% stapping complete with all accessories i/c first filling of filtered dehydrated oil and confirming to IS 1180-2014 & as per specificationcomplete in all respects as required at site. (for Vaidehi Vihar SPS) (1x2) 361 Main L.T. PanelSupply of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting as following INCOMMING (from transformer):- 02 no. ACB motorized & microprocessor based 630 Amp capcity (Electrical & Mechanically interlocked) & 1 No. 630 Amp ACB motorized & microprocessor based& Outgoing 1 No. ACB motorized & microprocessor based 630 Amp capacity for DG Set both are Electrical & Mechanically interlocked with Auto mains failure system voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type 630 Amp Bus bar with Auto Power factor correction unit for 245 KW load.OUTGOING (i) 6 No. outgoing cosist of a SCADA compatible motorized & microprocessor based 150 Amp. MCCB with VFD Starter with RS485 Post-400 V Class, 55 KW Rating(ii) 2 No. 100 Amp. MCCB (iii) 3 No. 63 Amp. MCCB (for Vaidehi Vihar SPS) 362 Supply of 380 KVA 3 Phase 415 Volt 50 Htz D.G.Set canopy type with intrigated control panel etcas per latestIS CODE. (for Vaidehi Vihar SPS) 363 Supply of 1.1 KVgrade 240 sq mm 3.5 core PVCinsulated Armored Aluminum cable fromTransformer to L.T. Panel. (Parellel Operation) (for Vaidehi Vihar SPS) 364 CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each SPS to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer sata at muliple stations as with control panel specified in tender technical specification.(for all SPS) (1x6) 365 G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification. (for all SPS) (1x6) 366 CE/UL Certified Intelligent Smart Energy Meter (for all SPS) (1x6) 367 Complete cabling for SPS including all power & control cable of all equipments at SPS (above 3 Pumps) (for all SPS) (1x6) 368 Security Survelliance IP Camera (optional) (for all SPS) (1x6) 369 CE/UL & BIS Certified industrial grade LED MONITOR with latest configuration as per specification. 370 Desktop/PC with i5/i7 processor for as spec mentioned in technical bid document. 371 CE/UL Certified 3 KVA UPS with batteries as per spec mentioned in technical bid document. 372 Full development version of required TAGS SCADA Software with coustomization of software for MCS as per requirement as per spec mentioned in technical bid documents. 373 CE/UL certified local control room PLC with redundant CPU & power supply at LCS in IP54 enclouser as spec mentioned in technical bid documents. 374 GSM based wirless/Broadband/Equipment communication system for PLC capable to transfer & received data & gather data from remote sites to control station. All accessories included signal enhancer antenna along with running expences till DLP 375 CE/UL Certified Firewall for network protection. 376 SURGE PROTECTOR FOR ETHERNET communication protection. 377 CE/UL certifeid industrial grade Ethernet Switch. 378 Canon/HP or equivalent Laser Printer 1018 or equivement. 379 Security Surveillance IP camera with recorder (optional). 380 Installation, commissioning & testing including required furniture, A/c etc. 381 Trial run for 3 month period. For LCS 382 Running operation maitenance of 250 KVA DG Set including Deisel, lubricant, operator etc. for Ravidaspuram, Barra-2 383 Running operation maitenance of 320 KVA DG Set including Deisel, lubricant, operator etc. for Barra-4 IPS 384 Running operation maitenance of 160 KVA DG Set including Deisel, lubricant, operator etc. for Barra-I- Block, Gujaini 385 Running operation maitenance of 380 KVA DG Set including Deisel, lubricant, operator etc. for Vaidehi Vlihar
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 3
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