View Bid Results For Data Center Tenders

We found 2152 Bid Results related to data center tenders. You can find Contractor details who won data center tenders along with contract details in Bid awards announcements section.

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Showing 1–44 of 2152 tenders matching your filters
1.
Railways #11503455 AOC
Supply Of hand held thermal imaging camera , hand held thermal imaging camera completewith 2 year warranty,technical requirement con firming to rdsoletter no.el/7.1.108/sbc/main dtd. 26/11/2024 and having irresolution: 160 x 120 pixels, d gital image enhancement:yes,thermal sensitivity/netd:less than 70 mk, field of view (fov):71 degree x 5 6 degree , minimum focus distance: 0.3 m (0.98 ft),distance to spot ratio: 24:1, image frequency: 8.7 hz,fo cus:fixed, focal plane array/spectral range: uncooled microbolometer/7.5 to 14 micro mtr., detector pitch: 12 micro mtr,display resolution: 320 x 240 pixels, screen size: 2.4 inchportrait, color palettes: iron , rainbo w, white hot, black hot,arctic, lava, image adjustment: automatic, image modes: msx(multi spectral dyna mic imaging)visual with temperaturereading, object temperature range: -25 degree c to 380 degree c(-13 degree f to 716 degree f), measurement accuracy: -25degree c to 50 degree c (-13 degree f to 122 degre e f): up toplus minus 3 degree c (plus minus 7 degree f) 50 to 100 degreec (122 to 212 degree f): plus mi nus 1.5 degree c (plus minus 3degree f) or plus minus 1.5% whichever is greater 100 degree cto 380 degr ee c (212 degree f to 716 degree f): plus minus 2.5degree c (plus minus 6 degree f) or plus minus 2.5% w hicheveris greater, ir temperature resolution: 0.1 degree c (0.2 degreef), repeatability of reading: plus mi nus 1% of reading or plusminus 1 degree c (2 degree f), whichever is greater, responsetime: 150 ms, ir th ermometer measurement: continuousscanning, minimum measurement distance: 0.26 m (0.85 ft),type-k r ange: included type-k probe: up to 260 degree c (500degree f), type-k accuracy: plus minus (1.0% + 3 de gree c (7degree f)), spotmeter: center spot on/off, set-up commands:local adaptation of units, language, date, and time formatsscreen brightness (high, medium, low) gallery, deletion ofimages, emissivity correct ion: yes: 4 preset levels with customadjustment of 0.1?0.99, storage capacity on 4 gb card: 50,000images, image file format: jpeg w/ spot temp data, digitalcamera resolution: 2 mp (1600 x 1200 pixels), adapts to i r lens,flashlight: 100 lumens led, on/off option, class 1 laser: projectscenter spot and outlines circular me asurement area to indicatesize, bluetooth: ble, usb: type-c: data transfer, power, batterytype: rechargea ble 3.7 v li-ion battery, battery operating time: 5hrs scanning, battery charging time: 4 hrs, to 90%, power management: adjustable: off, 5 min, 15 min, 30 min,shock/vibration: 25 g (iec 60068-2-27); 2 g (iec 60068 -2-6),drop: designed for 2 m (6.56 ft), weight: 0.394 kg (13.9 oz),size (l x w x h): 210 x 64 x 81 mm (8.3 x 2.5 x 3.2 in) make brand must be : flir-tg-268.269, bosch-gtc-400c, fluke-pti-120, testo &tipl only [ warranty period: 30 months after the date of delivery ] ]
Contract Date: Jul 07, 2026 Contract Value : 1.43 Lakh
Government Departments No of Bidders 1
2.
Public Administrative Department #11499707 Technical Bid
Tender for Request For Proposal (Rfp) For Selection Of An Agency For Designing, Developing, Managing, And Implementing A Command And Control Centre (Ccc), Including Survey Of Properties And Installation Of Rfid Tags, Cctv Surveillance System And Other It-Enabled Infrastructurein The Municipal Areas Of Kashipur Nagar Nigam. , Rfid Tag (Uhf Passive) - Weather-Resistant Rfid Tags To Be Installed On Each Property For Automated Waste Collection Tracking , Qr Code & Promotional Sticker - Unique Qr Code Printed On A Tamper-Proof Sticker; Used For User Charge Collection; Includes Branding/Awareness Element , Rfid Reader Device (Vehicle-Mountable) - Rugged Industrial-Grade Reader To Be Installed On Solid Waste Management Vehicles (Auto-Tippers/E-Rickshaws) For Real-Time Tag Detection , Mounting Frame For Rfid Reader - Fabricated Steel Frame For Fixing Rfid Readers Securely On Waste Collection Vehicles; Includes Vibration Protection And Weather Shielding , Qr Code Reader Devices (Handheld) - Rugged Portable Device For On-Field Collection Agents To Scan Qr Codes And Generate Transaction Logs , Public Announcement System - Ip-Based Pa System With Ceiling Speakers, Amplifiers, And Microphone For Announcements And Alerts From Iccc , Property/Building Survey And Unique Id Generation - With Geo-Tag & Image Capture , Rfid Tag Installation On Properties - Includes Adhesive, Positioning & Validation , Tag Data Entry & Validation Into Gis - Qa/Qc Of Field Survey In Gis Database , Server-Side Integration Of Tag & Survey Data - Integration With Server , Rfid Reader Installation On Vehicles - Reader Fitting, Wiring & System Check , Reader-To-Server Connectivity Integration - Software Sync, Data Push Configuration , Gis Route Creation For Solid Waste Management - Digital Mapping Of Optimized Waste Collection Routes , Vehicle-Wise Tag Assignment & Mapping - Logical Association Of Tags With Routes , Gis Route & Tag Data Integration With Server - For Automated Vehicle Planning , Supply Of Cctv Camera (Ip Hd, Night Vision) - Minimum 8 Mp Ip-Based Weatherproof Camera With Ir Capabilities For 24X7 Surveillance At Chowks/Intersections , Hard Disk - 16 Tb Surveillance-Grade Hdd Compatible With Cctv Dvr/Nvr Systems , Dvr/Nvr For Cctv - 16 Channel Nvr With 2 Sata Ports, High-Capacity Digital/Network Video Recorder With Minimum 30-Day Backup, Compatible With All Ip Cctv Devices , Cat 6 Outdoor Cable- Ethernet Cable/Lan Cable/Network Cable For Cctv, Pc & Networking , Optical Network Unit (Onu) , Patch Code - Fiber Patch Cord , Jc Box - Joint Closure Box For Fiber Connection , 8 Port Olt - Optical Line Terminal With 8 Ports , Olt 9 Dbm Pon - Passive Optical Network Olt With 9 Dbm Output , Coupler And Splitter - Optical Fiber Coupler And Splitter Unit , Pvc Box - Optical Fiber Ftth Box, For Junction Boxes , Pole/Wall Mount Fixtures For Cctv - Gi Pole With Clamps And Weatherproof Housing For Cctv Installation Including Fixing Of All Pole , Led Display Screen Monitor (32-Inch Curved) - Full Hd Commercial-Grade Display For Iccc To Monitor Camera Feeds, Maps, And Dashboard Data. , Network Switches & Routers - Managed Gigabit Switches And Secure Enterprise Routers For Interconnecting Devices At Iccc And Field Nodes , Video Wall (Multi-Screen Setup For Iccc) - Multi-Panel Display Unit For Synchronized Cctv/Live Data Monitoring, Mounted On Control Wall , Pc For Individual & Backup , Ups & Power Backup System - Online Ups With Battery Bank For 8-12 Hours Backup For Uninterrupted Functioning Of Iccc During Power Outage , 4U Server Rack For Nvr - Heavy-Duty Rack For Secure Installation Of Nvr, Switches, And Related Equipment , Switch - Standard Network Switch For Cctv And Network Connectivity , 24 Port Network Manageable Switch (Cisco/Netgear) - Fully Manageable, Enterprise-Grade Switch For High-Capacity Cctv Networking , Hdmi 4K - High-Definition Multimedia Interface Cable Supporting 4K Resolution , Sfp Module Switch With Sfp 8 Pole - High-Speed Fiber Module Switch With 8-Port Sfp Slots For Optical Network Connectivity , Ups For Cctv - Mini Ups Max (12-18 Hrs Backup For Cctv Cameras , 6U Outdoor Rack - Weatherproof Outdoor Rack For Ups Mounting, Model No. Cp-Ba-Rk5545-6Uo, Type-6U , Cctv Location Survey, Gis Mapping & Permission - Approval From Knn Authority , Cctv Installation, Cabling & Power Setup - Includes Termination, Fittings, Poles , Cctv Server Integration & Monitoring Room Setup - Live Streaming & Archiving , Cabling, Power & Lan Setup For Iccc - Includes Internal Wiring And Conduits , Furniture Placement & Assembly - Iccc Desk, Screen Setup, Electricals , Testing, Commissioning & Release For All Systems - Rfid, Cctv, Iccc, Gis , Automatic Fire Alarm Optical/Photoelectric Type Smoke Detectors , Supply & Fixing Of 9 Kg Dry Abc Type Stored Pressure Fire Extinguisher , Projector Ceiling Mount Kit 5 Feet Adjustable In -/+15 Degree Tilt Option - Elcor Screen Manufacturer In India , Home Theatre Projector Screen 8 Ft. X 6 Ft. - 120 Inches Diagonal, 4:3 Ratio Format Supports Full Hd Active 3D/4K Ultra Hd , Projector , Printer- Multi-Function Wifi Laserjet Color Printer , Laptop-Intel Core I7 13Th Gen , Anti Virus-5 User, 3 Year , Storage Cabinets-Drawer Filing Cabinet Metal Vertical Filing Cabinet , Storage Rack-Metal Storage Rack , Mini Printer Handheld Based / Battery Operated-Printer With Alpha Numeric And Graphics Character Sets Support, Control Buttons, Easy Paper Loading, Esc/Pos-Compatible Print Commands, And Direct Thermal Printing , Server-Side Integration Of User Mobile & Mini Printer- Integration With Ucc Server , Corded Phone With Headset- Call Center Phone And Headset Multi Functional Landline Telephone For Business Home Office Phone Desktop Wire , Toll Free Number 4 Digit / 10 Digit , Server-Side Integration Of Pc & Corded Phone With Headset - Integration With Grievance System Server And Software Installation In Pc And Toll Free Number , Solar Photovoltaic Power Generation Cost Per Kwp , Robotic Vaccum Cleaner , Operation And Management For All Systems - Including Maintenance, Reporting, Training & Tech Support
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 3
Uttarakhand View Result →
Contract Date: Ref. Documents Contract Value : 1.34 Crore
Boards / Undertakings / PSU No of Bidders 3
Multi State View Result →
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 5
Contract Date: Ref. Documents Contract Value : 33.31 Crore
Government Departments No of Bidders 1
Contract Date: Ref. Documents Contract Value : 19.60 Lakh
Government Departments No of Bidders 1
11.
Civil Aviation #11350032 Technical Bid
Tender for Supply Installation Testing and Commissioning of Data Center Infrastructure At Cial. , Precision Air Conditioning System (13 Tr) At Data Centre 2 (Terminal 3) , Supply Of Pac( 13 Tr) As Per Tender Spec , Itc Of Pac( 13 Tr) As Per Tender Spec , Supply Of Lowside Works For Pac( 13 Tr) , Itc Of Lowside Works For Pac( 13 Tr) , Dismantling Of Existing Pacs, Including Outdoor Units , Precision Air Conditioning System (6 Tr) At Dr (Atc Building) , Supply Of Pac( 6 Tr) As Per Tender Spec , Itc Of Pac( 6 Tr) As Per Tender Spec , Supply Of Lowside Works For Pac( 6 Tr) , Itc Of Lowside Works For Pac( 6 Tr) , Dismantling Of Existing Pacs, Including Outdoor Units , Intelligent Power Distribution Unit(Ipdu) , Supply Of Ipdu As Per Tender Spec , Itc Of Ipdu As Per Tender Spec , Equipment Rack And Tap-Off Boxes , Supply Installation Testing and Commissioning of Equipment Rack (42 U) , Supply Installation Testing and Commissioning of Tap-Off Boxes , Very Early Smoke Detection Apparatus(Vesda) System In A Data Centres , Supply Of Vesda System For Dc 1 & Dc 2 , Itc Of Vesda System For Dc 1 & Dc 2 , Supply Of Vesda System For Dr , Itc Of Vesda System For Dr , Water Leak Detection System In A Data Centres , Supply Of Water Leak Detection System For Dc 1 & Dc 2 , Itc Of Water Leak Detection Systemfor Dc 1 & Dc 2 , Supply Of Water Leak Detection System For Dr , Itc Of Water Leak Detection System For Dr , Air Purification System In A Data Centres , Supply Of Air Purification System For Dc 1, Dc 2 & Dr , Itc Of Air Purification System , Data Centre Infrastructure Management (Dcim) System , Supply Of Dcim Hardware , Itc Of Dcim Hardware , Supply Of Dcim Software , Itc Of Dcim Software , Supply Installation Testing and Commissioning of Monitoring Nodes With License , Fire Alarm & Suppression Systems For Dc 1 & Dc 2 , Supply Installation Testing and Commissioning of Gas Release Panel , Supply Installation Testing and Commissioning of Cylinder(80 Litre) , Supply Installation Testing and Commissioning of Clean Agent , Supply Installation Testing and Commissioning of Master Multi Cylinder Kit , Supply Installation Testing and Commissioning of Slave Cylinder Kit , Supply Installation Testing and Commissioning of Manifold Assembly , Supply Installation Testing and Commissioning of Non-Return Valves (Nrvs) , Supply Installation Testing and Commissioning of Pressure Switch , Supply Installation Testing and Commissioning of Abort Switch , Supply Installation Testing and Commissioning of Manual Release Switch , Supply Installation Testing and Commissioning of Conventional Multi Detector , Supply Installation Testing and Commissioning of Response Indicator , Supply Installation Testing and Commissioning of Hooter Cum Strobe , Supply Installation Testing and Commissioning of Copper Armoured Cable , Supply Installation Testing and Commissioning of Cylinder Strap , Miscellaneous Items(Like Sign Stickers, Packing Charges & Modification Of Existing Of Ms Seamless Pipe) , Fire Alarm & Suppression Systems For Dr , Supply Installation Testing and Commissioning of Gas Release Panel , Supply Installation Testing and Commissioning of Cylinder(80 Litre) , Supply Installation Testing and Commissioning of Clean Agent , Supply Installation Testing and Commissioning of Master Multi Cylinder Kit , Supply Installation Testing and Commissioning of Slave Cylinder Kit , Supply Installation Testing and Commissioning of Manifold Assembly , Supply Installation Testing and Commissioning of Non-Return Valves (Nrvs) , Supply Installation Testing and Commissioning of Pressure Switch , Supply Installation Testing and Commissioning of Abort Switch , Supply Installation Testing and Commissioning of Manual Release Switch , Supply Installation Testing and Commissioning of Conventional Multi Detector , Supply Installation Testing and Commissioning of Response Indicator , Supply Installation Testing and Commissioning of Hooter Cum Strobe , Supply Installation Testing and Commissioning of Copper Armoured Cable , Supply Installation Testing and Commissioning of Cylinder Strap , Miscellaneous Items(Like Sign Stickers, Packing Charges & Modification Of Existing Of Ms Seamless Pipe) , Buy Back Of Existing Pacs And Fire Suppression System At Dc 2 And Dr. , Comprehensive Annual Maintenance Contract For 2 Years, Inclusive Of Spares And Accessories. annual maintenance contract Starts After The Warranty Period Of 5 Year. All Amounts In Rs Are Inclusive Of All Taxes, Levies, Transportation, Etc. , 1St Year Manpower Charges , 2Nd Year Manpower Charges , 3Rd Year Manpower Charges , 4Th Year Manpower Charges , 5Th Year Manpower Charges , 6Th Year Manpower Charges , 7Th Year Manpower Charges , 1St Year Maintenance Charges , 2Nd Year Maintenance Charges , 3Rd Year Maintenance Charges , 4Th Year Maintenance Charges , 5Th Year Maintenance Charges , 6Th Year Camc , 7Th Year Camc
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 2
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
16.
Public Administrative Department #11341914 AOC
Tender for Network Security System In Data Center As Per Tor
Contract Date: Jun 23, 2026 Contract Value : 4.79 Crore
Statutory Bodies & Commissions/Committees No of Bidders 3
Uttar Pradesh View Result →
17.
Youth Affairs and Sports and Culture #11323145 Technical Bid
Tender For Purchase Of Biomechanical Equipments , Nord Board , It Should Be Portable And Should Have 2 Load Cell Sensors Per Unit With Easy To Attach Hooks Pivoting 360 Degrees Joint Improving Sensor Accuracy It Should Have Knee Position Indicator For Replication Of Test Position In Each Time. Should Have Sample Rate Per Sensor: Upto 400Hz, Capacity Per Sensor: 100 Kg/980-1000N Safe Over Load Per Sensor: 150Kg/1500N, Max Over Load Per Sensor: 200Kg/ 2000N, Resolution: 1N And Sensitivity: 22.0+/-Mv/V. Should Have Rechargeable Battery & Battery Life Should Be100 Active Hours Approx. Should Have Working Temperature Range 5-40®C. (All Weather Proof) Latest Upgradable Software Should Have Both Wired & Wireless Connectivity Connectivity Through Usb (Wired) Bluetooth Low Energy (Ble) For Ipad & Iphone I.E. (Wireless Connectivity) Should Provide 4 Years Warranty On Hardware, Should Be Provided With Latest Upgradable Software And Free Software Updates. Should Have Software Available In Mobile & Laptop (Desktop) Application With Cloud Analytics Platform Applications. Should Have Ability To Collect Data Both Local I.E. Laptop And On Ios Devices. Local Software:- For Data Collection & Data Analysis Locally. Cloud Software:- For Athlete Data Management And Analysis. Local (Desktop /Laptop) Software Should Be Compatible With Windows 10 Desktop Application Ios 13 Or Later Application (Ipad & Iphone). Should Have Ability To Collect Data Of Over 10000 Athletes Or More To Choose With Simple Name Search / Grouping Them. Cloud Analytics Platform For Analysis. Software (Application) Must Give Real Time Feedback Of Testing. License Must Be Valid For 4Years. Cloud Software: - Should Automatically Sync All Data Collected On Local Mobile And Laptop Application When Connected To Internet. O Should Have A Dashboard To See Overview Of Organizations Athletes Data And Different Tiles (Data Indicators) To See Athletes Within And Outside Threshold Zones. Report Section:- Should Have Port Section To Able To Compare Different Groups/Athletes On Longitudinal Data. Should Have Ability To Compare Same Athletes Data Over The Period. Athletes Profile:- Should Have Functionality To Enter Anthropometry (I.E. Upper Body & Lower Body Measurement). Athletes Profile Should Be Auto Sync To Local Application And Flexibility To Move Across Different Groups Or Teams With In Organization And Functionality To Pick Any Athlete From Large Pool (1000 Or More Athlete). • Should Be Able To Setup Different Access To Different People I.E. To Physiotherapist, Sports Scientist And S&C Trainer Within The Organization To Secure Data Access. Api Integration:- Should Have Open-Source Api Code For Integration Into Athlete Management System To Integrate In Ams System. Should Have Software License Valid For 4Years. Wi-Fi Tablet 64Gb, Space Grey-1Year Warranty (As Provided By Oem) - Service By Customer Service Of Oem Only.Hsn:8471. Training For Installation And Demonstration Shall Be Provided At Olympian Balbir Singh Senior International Hockey Stadium, Sector- 63, Mohali, Punjab. , Electromyography (Open) , The System Should Be Supplied With Minimum 16 High Speed Wireless Emg Channel With Built In Imu Sensor. Should Have Analog+ Digital Base Station • Should Have Analogy Output Option To Facilitate Integration With Third Party Hardware And Software Sensor Should Have Fixed Inter Sensor Delay Of 0.5 Milliseconds Or Less Sensors Should Have Fixed Spacing Between Electrodes Preferably Less Than 15 Mm To Avoid Motion Artifacts And Cross-Talk Sensor Contacts Should Be Made Up Of A Metal For Better Contact And Better-Quality Signal Should Be Supplied With A Charging/Transmitting Station That Communicates With Sensors To Get Information On Their Charging, Recording And Signal Strength Sensors, Sensor Skin Interface, Cable, Power Adapter And Accessories Sensors Facilitate Emg And Imu Measurements Emg Data Analysis Software For Stand-Alone Usage With Live Recording Of At Least 32 Channels And Analysis For Both Online And Offline Modes. Trigger Module Package Analog Adapter With Cable For Dynamometer Integration. • Should Have Option For Real Time Data Streaming To Computational Softwares Such As Mat Lab. Mobile Emg Suite For Outdoor Applications Technical Support For The Lifetime Or At Least For A Period Of 05 Years. The System Should Be Supplied With Sensor Docking Unit And Charging System The System Should Be Supplied With Double Sided Adhesive Stickers (At Least 5000) And Double-Sided Adhesive Tape Rolls (At Least 20). The System Should Be Supplied With At Least 2000 Hz Of Sampling Rate Or More Per Sensor. The System Should Have A Baseline Noise < 1 ?V Or Better. The Emg System Should Have +20,000 ? Vemg Input Range Or Better. The System Should Have Software Controlled Digital Filtering, The System Should Have Shielded Cables For Minimal Artifact. The Software Should Allow Video Recording During Emg Data Recording Should Have At Least 8 Hours Of Battery Backup • Should Have Wireless Working Range Of At Least 40M Or More To Capture Data During Various Sport Specific Movements, Should Be Configurable To 32 Channels In Future. The Emg System Should Be Integrated With 3D Motion Analysis, Force Plate, Isokinetic Dynamometer, Instrumented Treadmill, Imu, Eye Tracking, Video Analysis Etc. The Necessary Third-Party Hardware/ Software Should Be Supplied By The Seller For Integration Of Emg With Other Systems. Laptop I7 (Latest Generation) With 32Gb Ram Or More, 2Tb Ssd, At Least 15.6-Inch Screen And Laser Printer With Copy/Scan/Print To Generate And View Report And Additionally A 32-Inch Monitor For Dual Display. Usfda, Iso & Euiec Certificates Or Equivalent. Installation At The Institute And Training To The Users By Experts Training For Installation And Demonstration Shall Be Provided At Olympian Balbir Singh Senior International Hockey Stadium, Sector- 63, Mohali, Punjab. , Timing Gates (Open) , It Should Be A Wireless Speed Gate With 12 Gates And Provision For Increasing Gates Up To 15 Gates/Splits Or More With Split Distance Fully Customizable To Perform Variety Of Testing (Can Have Splits At 1 Meter Or 10 Meters Or Customized Distance). It Should Be Photocell & Reflector System Only (Light Or Laser Based) Considering Flexibility It Offers To Use Variety Of Testing Protocols With Visual Cue (Light System Provide A Cue To The Athlete To Change Direction) I.E. Single Or Dual Feedback Functions For Athletes. It Should Have An Accuracy Of Minimum 1 Hundredth Of A Second (1/1000Th Of A Second) Or Beyond, With A System To Eliminate Errors Caused By Hands, Feet And Other Body Parts, Equipment (To Provide Most Accurate Data) Must Have Error Correction Processing (Ecp) Inside The Timing Unit. Wireless Range: - Should Be Able To Control Gates Wirelessly With A Range Up To 180-200 Meters. It Should Have Functionalities To Provide 6 Options When Using Different Accessories A. Auto Beam Break B. In-Beam C. Reactive D. Start Pad E. Vibration (Reaction Time Measures) F. Rfid Various Accessories Should Be Integrated With Timing Gates Thus Providing Various Testing Possibilities Of Athletes. It Should Integrate With A Jump Mat (Accessories) For Plyometric Training And Explosive Power Measurement With Multiple Jump Testing Option On Jump Mats. Tests & Drills To Be Measured System Must Be Able To Measure- I. Linear (Straight Line Sprints), Shuttles With Customized Split Distance. Ii. Yoyo, Beep Tests (With Custom Customized Time Interval For Endurance Testing) Iii. Planned, Unplanned Change Of Direction For Agility Testing. Iv. Multiple Reactive Movements. V. Reaction Time Measure For Starting Blocks Any Customized Tests/ Drill With All 6 Or More Gates And No Restrictions On Number Of Customized Drills To Provide More Flexibility In Testing. • Mobile/Tablet Applications & Web Application: I. System Should Be Controlled By And Operated By Tablet/Laptop/Smartphone (Mobile Applications: -Should Have Both Ios & Android Mandatory Considering Large Android Phone User Base In India Along With Ios Application) And Ii. Must Have A Cloud Web Application Platform For Tracking Performance Variables Of 1000 Or More Athletes At One Go For Various Testing. Utility Of Mobile Applications: - I. Flexibility To Perform Test: -Mobile/Tablet Applications Should Have Functionality To - A. Pick Any Athlete From Large Pool (1000 Or More Athlete) B. Pick Any Drill Or Test To Be Conducted And Ability To Customize A Test With All 4 Or More Gates. C. To Visually Display Gates On Mobile Screen To Understand How To Perform A Test/Drill. Application To Automatically Detect Setup Of Gates. Ii. It Should Provide Real Time Data Of Performance, Reaction Time, Speed, And Agility. Iii.Single Or Multiple User With Authorized Access Control- Only Authorized Single Or Multiple Users Admins Should Have Access To Operate Application For Data Security And Data Access. Should Automatically Send Data To The Cloud Application Once Connected To Internet. Software License To Be Valid For 3 Years. Utility Of Web Application: - Functionality Of Web Application: - I. Automatically Populate Data Collected By Mobile Applications. Ii. Should Be Able To Compare Single Athlete Data Historically From Different Trials Or Compare Various Athletes For A Test Or A Drill Over Any Time Period. Iii. Should Be Able To Manage Athletes (By Creating Sports Specific Teams) Iv. Should Be Able To Download Data In Pdf, Excel And Ability To Customize These Reports V. Software License To Be Valid For 3 Years. Integration With 3Rd Party Ams System: -Software Should Have Functionality To Integrate Ams In Near Future Automatically, A Software Must Have Api Available For Seam Less Integration Of All/ Selected Data Of Speed Gates Automatically With Number Of World Leading Ams Systems And This Must Be Automated With Few Clicks Only. Rechargeable Battery Based Systems Should Have At Least 8 Hours Backup Or More. The System Should Be Robust Enough To Be Used In Various Weather Conditions. Should Have Height Adjustable Tripod Stands To Accommodate Various Sports Activities And Test Protocols. Should Provide One (1) Ipad Of Desired Specification To Run The Application (With Minimum 1 Year Warranty) Warranty For 2 Years. Training For Installation And Demonstration Shall Be Provided At Olympian Balbir Singh Senior International Hockey Stadium, Sector- 63, Mohali, Punjab. , Kinematic Analysis System (Open) , . Marker-Based And Markerless (Ai Based) Biomechanical System For Two-Dimensional (2D) Analysis Of Gait Analysis Including Walking And Running Activities, Posture And Other Sports Activities. 2. Biomechanical Motion Analysis Software (Pre-Installed In Computer) Within Built Modules For Standing & Sitting Posture Analysis, Walking Gait Analysis & Running Gait Analysis, Compatible With A Suitable Operating System. 3. It Should Allow Measurement Of Joint Angles & Other Data From Sports Specific Activities Like Jump, Squat, Golf, Tennis Etc. 4. It Should Also Have Features For Marker-Less Assessment Of Functional Activities Like Squats And Other Range Of Motions Of The Body During Various Activities. 5. It Should Be Able To Analyze The Anterior, Posterior, Left & Right Lateral Views Of The Subject And Provide The Following Parameters: (A) Walking Gait Analysis: Rear Foot Eversion/Inversion, Lateral Pelvic Drop, Knee Flexion/Extension, Hip Flexion / Extension, Ankle Plantar /Dorsiflexion, Knee Ab /Adduction, Stance Phase % - Swing Phase %, Step Length, Stride Length, Gait Velocity Etc. Data To Be Measured For Both Left And Right Extremities (B) Running Gait Analysis: Rear-Foot Eversion/Inversion, Lateral Pelvic Drop, Trunk Side Bending, Crossover Gait, Knee Flexion, Leg Inclination Angle, Knee Toe-Alignment, Hip Extension, Ankle Plantar Flexion, Net Vertical Oscillation Of Center Of Mass, Knee Ab /Adduction, Ground Contact Time Etc.. Data To Be Measured For Both Left And Right Extremities. (C) Posture Analysis: Major Postural Deviations Like Rear-Foot Eversion /Inversion, Forward Head Posture, Shoulder Protraction, Genu Recurvate, Lateral Head Tilt, Shoulder Level, Lateral Pelvic Drop, Lateral Trunk Sway, Q Angle (D) Sitting Posture Angle: Viewing Angle, Viewing Distance, Forward Head Angle, Elbow Flexion/Extension, Trunk Flexion/Extension, Knee Flexion/Extension, Hip Knee Alignment (E) Bike Fitting: Major Parameters Like Ankle Plantar Flexion /Dorsiflexion, Knee Flexion/ Extension, Hip Flexion, Hip Vertical Travel, Back Angle, Elbow Angle, Armpit Angle, Kops, Knee Tracking. (F) Squat Analysis: Major Parameters Like Descent: Ascent Ratio, Squat Stance Width, Heel Rise Detection, Head Tilt, Shoulder Tilt, Lateral Trunk Tilt, Pelvic Tilt, Frontal Knee Alignment, Knee-Toe Alignment, Trunk Inclination (Sagittal Plane), Tibia Inclination (Sagittal Plane), Knee Flexion (Depth Of Squat). 6. It Should Be Able To Generate Organized Reports With Following Features: (A) Data Represented In Tabular & Photographic Form (B) In Built Reference Ranges For Every Parameter Measured. (C) All Data Lying Outside Reference Ranges To Be Highlighted In Bold (D) Automatic Documentation Of All Observations And Abnormal Biomechanics In Form Of Notes (With Choice Of Hindi Or English Language If Needed). (E) Automatic Summary Of All Reports Should Be Generated. 7. It Should Have An Option To Export All Data To Excel Sheets 8. It Should Have An Inbuilt Comparison Feature That Generates Post Comparison Reports To Monitor Changes In Patients Posture And Gait. 9. It Should Have An In-Built Data Base Feature For Storing Analysis Data. 10. Software Should Use Ai (Artificial Intelligence) Models To Provide Markerless Analysis. 11. Software Should Also Use Ai (Artificial Intelligence) Models To Aid In Marker Digitization In Case Of Marker Based Analysis. 12. Motion Capture Cameras Supporting Video Capture In Outdoor Conditions (Running Track) As Well As Indoor Conditions (Floor, Walkway & Treadmill). Camera Specifications: (A) Wired Cameras-04 In Numbers With Capture Rate Up To 60 Fps. (B) Wirelesscameras-02 In Numbers With Capture Rate Up To 240 Fps. 12. The System Should Have Data Transfer Cables And Connector Cables For Camera Along With Tripods For Mounting Of Cameras. 13. Marker Set (With Marker Placement Guide) For Standing Posture, Walking Gait Analysis, Running Gait Analysis And Bike Fitting With Reusable Markers Or Disposable Markers (Adequate In Number For Conducting At Least 100 Tests Each) 14. Compression Clothing For Lower Body & Upper Body Should Be Provided. 15. Quality Clearance For Cameras: Usfcc/ Euce/ Isobis (Either Of The Certifications). 16. Should Be Safe And Non-Invasive, Easy To Use. 17. Carry Case/Bag For Storing And Carrying All Hardware Equipment To Be Provided. 18. In Person Training, Virtual Assistance & Technical Support For System Operation. 19. The Biomechanical Analysis Software Should Have License Validity Along With All Updates And Bug Fixes For A Minimum Period Of 10 Years. 20. The System Should Come With A Hardware Warranty Of 3 Years. 21. Computer Specifications: Intel 5Th Generation Processor Or Better, 8 Gb Ram, Windows 10/11, At Least 2 Usb Ports. , Foot Pressure Analysis System (Open) , 1. The Number Of Sensors Should Be Between 2900 To 4000. 2. The Active Sensor Area Should Be At Least 375 X 375 Mm. 3. The System Should Be Able To Perform Static (Standing) & Dynamic (Walking) Assessment And Provide Data Of Foot Pressure Distribution During These Activities. 4. It Should Also Have Capability To Perform Sway (Balance) Assessments During Eyes Open And Closed Conditions. 5. System Should Be Able To Generate Automated Remarks For Symmetries Of Pressure Distribution. 6. System Should Be Able To Identify Change In Pressures With & Without Footwear /In Soles. 7. Option Of Comparing Patients Data Over Time Should Be Provided. 8. Option Of Exporting Report Data In Excel Format Should Be Available. 9. Facility To Email Report With Patient Information Should Be Provided. 10. System Should Have Wired Operation. 11. System Should Work Without The Internet. 12. Should Have Operating Temperature Range Between 5° C To 50°C 13. Frequency Range Should Be At Least 100 Hz 14. Pressure Range Should Be Between 1 To 150 Psi 15. Sensor Resolution Should Be Equal To Or More Than 2 Per Cm^2 16. Sensor Technology Should Be Piezo Resistive 17. Should Be Supplied With A Padded Carry Bag. 18. Should Be Supplied With 2 Additional Dummy Platforms 19. System Should Not Need A Separate Electrical Supply And Should Draw Power From The Computer. 20. The Complete System Should Have 3-Year Hardware Warranty Period Along With Software Updates And Tech Support. Training For Installation And Demonstration Shall Be Provided At Olympian Balbir Singh Senior International Hockey Stadium, Sector- 63, Mohali, Punjab. Please Enable Macros To View Boq Information
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23.
Public Administrative Department #11290947 Technical Bid
Tender for Cartage Of Malva, Silt, Sludge Kankar And Other Disposable Organic Material Etc. All Complete With Labour T&P Including Cartage Of 8 Km. (Chapter No.3 Si.No.8) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (1 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (2 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Cartage Of Earth/Malva Up To 90 Meters By Head Load (3 Chain Only) Including Loading & Unloading Etc. All Complete. (3-Chapter Sr..No.234) , Earth Work In Filling In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 8Km. Form The Foundation Trenches Including Royalty@ 9.00 Per Cum. (Chapter No.4 Pwd.Sch.-253(A)+ Cptr No. 3 1 To 8 Km.) , Earth Work In Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Earth Work In Excavation In Foundation In Ordinary Soil Mixed With Moorum Shingle Kankar Requiring The Use Of Special Tools And Plants Such A Pick Axes Subbals Etc. Including, Lift Up To 1.50 M And Lead Up To 30M And Including Filling Watering And Ramming Of Excavated The Building And The Sides Of Foundation Trenches Or Into The Plinth And Removal And Disposal Of Surplus Earth As Directed By The Engineer-In-Charge Up To A Distance Of 30 M Form The Foundation Trenches. (Rate Including Royalty Of Earth Also) (4-Chapter Si.No.1) , Extra For Earth Work In Embankment Mechanically Compacted To 98% Proctor Density Ln Ordinary Soil, Excavation To Be Done Form Of Regular Pits Not Exceeding 0.5Mtr In Depth And Work In Embankment To Be In 20Cm Layer Including Ramming And Dressing Pulverization Surfacing Including Supply Of Labour, T&P, Roller And Water Sprinkle , Back Filling Available Excavated Earth (Excluding Rock) In Trenches, Plinth, Sides Of Foundations Etc. In Layers Not Exceeding 20 Cm In Depth: Consolidating Each Deposited Layer By Ramming And Watering, Lead Up To 50M And Lift Upto 1.5 M Incl. Cost Of All Labor Complete As Per Specifications , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 1.50M To 3M. , Supply & Fixing 3.5Kg And Or As Specified By The Manufacture, Harderner In Trexim Concrete Per Sqm. , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 3.00M To 4.50M. , Cleaning Jungles Including Uprooting Of Trunk Vegetation Grass, Bushes, Wood Trees And Sapling Of Girth Upto 30Cm Measured At A Height Of 1 Meter Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 Meters Out Side The Periphery Of Area Cleared. , Removal Of Silt For Nala/Nali In Liquid Mud Or Faul Position With Special T&P Including Lead 30M And Lift Up To 3.00M Etc. All Complete. (As Per Attached Sanctioned Rate Analysis) , Earth Work In Excavation In Ordinary Soil With Manually/Hydrolic Excavater In Foundation/Trench Or Drains. (A) Lift Up 4.50M To 6.00M. , Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of A Regular Pits Not Exceeding 0.50M In Depth And Earth Work In Embankment To Be In 20Cm Layers Including Ramming And Dressing The Surface To Required Lavels And Slops And Also Including 1.5 M Lift And 30 M Lead. The Earth In Form Of Cutting (B) To Be Used As Spoil Banks Within 50M Distance As Directed By The Engineer-In-Charge Etc. All Complete. (4-Chapter Si.No.3) , Sand Filling In Plinth Including Supply Of Necessary Quality Of Local Sand From A Distance Not Exceeding 8 Kms From The Site Of Work And Including Watering Dressing Etc.Required For Proper Completion Of Work (Chapter No.4 Si.No.6 ) , Providing And Laying Cement Concrete In 1:5:10 (1 Cement :5 Fine Sand 10 Stone Ballast 40 Mm Gauges) And Curing Complete, Including Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.1) , Providing And Laying Cement Concrete In 1:4:8 (1 Cement:4 Coarse Sand :8 Graded Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors (5-Chapter Sr.No.2) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand :6 Gladed Stone Aggregate 40 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work In Foundation And Floors. (5-Chapter Sr.No.3) , Providing And Laying Cement Concrete In 1:3:6 (1 Cement: 3 Coarse Sand:6 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. In Foundation And Floors. (5-Chapter Sr.No.5) , Providing And Laying Cement Concrete In 1:2:4 (1 Cement: 2 Coarse Sand :4 Graded Stone Aggregate 40 Mm Noffrinal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors..(5-Chapter Sr.No.6 Si.No..4.1.3) , Providing And Laying Cement Concrete In 1:1.5:3 (1Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) And Curing Complete, Lncluding Cost Of Form Work. Ln Foundation And Floors. (5-Chapter Sr.No.7) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement -All Work Up To Plinth Level: 1:2:4 (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete , Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Up To Plinth Leuel:1:2:4 In Raft Foundation (1Cement: 2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete, Including The Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement - All Work Trp To Plinth Level : 1:1.5:3 (1 Cement:1.5 Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size) Ch-S Si No- 5,1.2 , Reinforced Cement Concrete Work Providing And Laying In Position Specified Grade Of Reinforced Cement Concrete,Slab Including The Cost Of Centering, Shutterang, Finishing And Excluding Reinforcement - Above Plinth Level Upto Fifth Floor Lable : 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Upto Plinth Level , Reinforced Cement Concrete Work In Walls/Columns (Any Thickness), Including Attachedpilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abulments, Posts And Struts Etc. Including Cost Of Centering, Shuttering, Finishing And Excluding Reinforcement:1:1.5:3 (1 Cement: 1.5 Coarse Sand ;3 Graded Stone Aggregate 20 Mm Nominal Size) Above Plinth Level Upto Fifth (V) Floor Lable , Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Balconies, Shelves, Chajjas, Bands, Staircases And Spiral Stair Cases Above Plinth Level Up To Floor Five Level, Including The Cost Of Centering, Shuttering, Finishing Exlcuding Reinforcement, With 1:1.5:3 In Heavier Beam (1 Cement: 1.5 Coarse Sand(Zone-Lll) : 3 Graded Stone). , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Work Up To Plinth Level (5-Chapter S.I. No.-16) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work, Using Cement Content As Per Approved Design Mix, Including Pumping Of Concrete To Site Of Laying And Including The Cost Of Centering, Shuttering, Finishing But Excluding Reinforcement, Including Admixtures In Recommended Proporlions As Per Ls: 9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-Incharge.(Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable / Recoverable Separately).All Works Above Plinth Level Upto Floor V Level (5-Chapter S.I. No.-16) , Class-150 (Non Modular) Brick Work In 1:6 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work.. ( Chapter No. 06 Sr.No. 1) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Foundation And Plinth Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapter No. 06 Sr.No. 2) , Class-150 (Non Modular) Brick Work In 1 :4 Cement And Fine Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Only 80Mm Thick Wall). (Chapter No. 06 Sr.No.3) , Class-150 (Non Modula0 Brick Work In L:3 Cement And Coarse Sand Mortar In Foundation And Plinth Including Supply Of All Materials, Labour And T&P Etc. Required For Proper Completion Of The Work (Chapter No. 06 Sr.No.4) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. ( Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand, Mortar In Super Structrure Including Supply Of All Materials, Labor And Tools And Plants, Etc. Required For Proper Completion Of The Work. (Chapte No. 06 S.I. No. 2+5) , Class-150 Brick Work In 1:4 Cement And Coarse Sand Mortor In Super Structure Above Plinth Level Upto Floor Five Level For Wall Thickness More Than 12Cm. Including Supply Of All Material, Labour And Tools And Plants Etc. All Complete. {Chapter No.6 Si.No.2+6} , Add Extra To Ltem No. 1 To 4 Above For Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 12Cm And Less. (Chapte No. 06 S.I. No. 2+4) , Add Extra To Ltem No. 1 To 4 Above But In Super Structure Above Plinth Level Upto Floor Five Level Including Necessary Cutting And Moulding Of Brick Work As Required And Also Including Honey Combed Brick Work In Thickness Of Wall 8Cm And Below. (Chapte No. 06 S.I. No. 2+4) , Providing And Laying Damp-Proof Course 40 Mm Thick With Cement Concrete 1:2:4 (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.1} , Providing And Laying Damp-Proof Course 25 Mm Thick With Cement Concrete 1:2.4 (1 Cement : 2 Coarse Sand :4 Graded Stone Aggregate 12.5 Mm Nominal Size). {Chapter No.07 Si.No.2} , Providing & Applying A Coat Of Residual Petroleum Bitumen Of Grade Vg-10 Of Approved Quality Using 1.7K9 Per Square Metre On Damp Proof Course After Cleaning The Surface With Brushes And Finally With Piece Of Cloth Lightly Soaked In Kerosene Oil.. {Chapter No.07 Si.No.3} , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (A) 35Mm Thick. (Chapter No.9 Si.No.1-9.21.1) , Providing And Fixing Lsl Marked Flush Door Shutters Conforming Lo Ls : 2202 (Part L) Decorative Type, Core Of Block Board Construction With Frame Of 1 St Class Hard Wood And Well Matched Teak 3 Ply Veneering With Vertical Grains Or Cross Bands And Face Veneers On Both Faces Of Shutters.Including Lsl Marked Stainless Steel Butt Hinges With Necessary Screws. (Excluding Cost Of Flttings). (2) 30Mm Thick. (Chapter No.9 Si.No.1-9.21.2) , Providing & Fixing 1.00 Mm Thick 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 Uality Conforming To Is : 2046 Type S, Including Cost Of Aadhesive Of Approved Quality. , Providing And Fixing Factory Made Panel Pvc Door Shutter Consisting Of Frame Made Out Of M.S. Tubes Of 19 Gauge Thickness And Size Of 19 Mm X 19 Mm For Styless And 15X15 Mm For Top & Bottom Rails. M.S. Frame Shall Have A Coat Of Steel Primers Of Approved Make And Manufacture. M.S. Frame Covered With 5 Mm Thick Heat Moulded Pvc C Channel Of Size 30 Mm Thickness, 70 Mm Width Out Of Which 50 Mm Shal Be Flat And 20 Mm Shalll Be Tapered In 45 Degree Angle On Both Sides Forming Styless And 5 Mm Thick, 95 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered In 45 Degree On The Inner Side To Form Top And Bottom Rail And 115 Mm Wide Pvc Sheet Out Of Which 75 Mm Shall Be Flat And 20 Mm Shall Be Tapered On Both Sides To Form Lock Rail And Lock Rails Shall Be Top, Bottom And Lock Rails Shall Be Provided Both Sides Of The Panel. 10 Mm (5 Mm X 2) Thick, 20 Mm Wide Cross Pvc Sheet Be Provided As Gap Insert For Top Rail & Bottom Rail. Paneling Of 5 Mm Thick Both Side Pvc Sheet To Be Fitted In The M.S. Frame Welded/Sealed To The Styles & Rails With 7 Mm (5 Mm + 2 Mm) Thick X 15 Mm Wide Pvc Sheet Beading On Inner Side, And Joined Together With Solvent Cement Adhesive. An Additional 5 Mm Thick Pvc Strip Of 20 Mm Width Is To Be Stuck On The Interrior Side Of The C Channel Using Pvc Solvent Adhesive Etc. Complete As Per Direction Of Engineer-In-Charge, Manufacturers Specification & Drawing.30 Mm Thick Pre Laminated Pvc Door Shutters , 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 Ls: 733 And Ls: 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 Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Anodised Aluminium (Anodised Transparent Or Dyed To Required Shade According To Ls: 1868, Minimum Anodic Coating Of Grade Ac 15) , 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 Ls: 733 And Ls: 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 Epdiv] Rubbe, Neoprene Gasket Etc. Aluminium Sections Shall Be Smooth, Rust Free, Straight, Mitred And Jointed Mechanically Wherever Requlred Including Cleat Angle, Aluminium Snap Beading For Glazing / Paneling, C.P. Brass / Stainless Steel Screws, All Complete As Per Architectural Drawings And The Directions Of Engineer-In-Charge. (Glazing, Paneling And Dash Fasteners To Be Paid For Separately) :For Shutters Of Doors, Windows & Ventilators Including Providing And Fixing Hinges / Pivots And Making Provision For Fixing Of Fittings Wherever Required Including The Cost Of Epdm Rubber / Neoprene Gasket Required (Fittings Shall Be Paid For Separately). Powder Coated Aluminium (Minimum Thickness Of Powder Coating 50 Micron) , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item): With Float Glass Panes Of 4.0 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber/ Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 5.5 Mm Thickness , Provdmg And Fixing Glazing In Aluminium Door, Window, Ventilator Shutters And Partitions Etc. With Epdm Rubber / Neoprene Gasket Etc. Complete As Per (Cost Of Aluminium Snap Bead:Ng Shall Be Paid In Basic Item):With Float Glass Panes Of 8.0 Mm Thickness , 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 ,Embeding 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 Entineer-In-Charge. With Stainless Steel Cover Plate Minimum 1.25 Mm Thickness. , Providing And Tixing Factory Made Upvc White Colour Casement/ Casement Cum Frxed Glazed Door Comprising Of Upvc Multi-L Chambered Frame. Sash And Mullion (Where Ever Required) Extrlcled Profiles Dl,Ly Reinforced With 1.60 T 0 2 Mm Thick I Galvalized Mild Steel Section Made From Roll Forming Process Of Iequrred Length {Shape & Size According To Upvc Profile), I Ldvc Extruded Glazing Beads Of Appropriate Dimension. Epdi\/L Gasket. Znc Alloy (White Powder Coated) 3D Hrnges And One Handle On Each Side Of Panels Along With Zinc Plated Mild Steel Rnulti Point Locking Having Transmission Gear, Cylinder With Keeps And One Sicle Key, G.L Fasteners 100 X I Mm Size For Fixing Frame To Finished Wall And Necessary Stainless Steel Screws Etc. Profile Of Frame & Sash Shall Be Mitred Cut And Fusion Welded At All Corners, Mullion (If Required) Shall Be Also Fusion Weldecl Including Drilling Of Holes For Fixing Hardwares And Drainage Of Water Etc. Afier 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 Approvecl Quality, All Complete As Per Approved Drawing & Cllrection Of Engineer-In-Charge. (Single I Double Glass Panes And Sllicon Sealent Shall Be Paid Separately) Note: For Upvc Frame, Sash And Mullion Extruded Profiles Minus 5% Tolerance In Dlrnension 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. Casement Door With 3D Hinges Made Of (Big Series) Frame 67 X 64 Rm & Sasn 67 X 1 10 Mm Both Having Wall Thickness Of 2.3 I 0.2 ^Rr Ancl Single Glazing Bead / Double Glazing Bead Of Lappopiate D.Mersion. (Area Of Door Upto L2 00 Sqm). , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl 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 Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Providng And Fixing Fictory Made Solid Foam Upvc Profile For Kitchen Cabinet Fram E (45 X 20 Mm) Of Approved Shade, Quality Ancl 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 Fastner With Necesary Stainless Steel Screws, All Complete As Per Direction Of Engineer-In- Charge , Steel Reinforcement For Reinforced Cement Concrete Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Structural Steel Work In Single Section, Fixed With Or Withoul Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. , 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 Heavy Size Such As Trusses Built , Providing And Fixing In Position Collapsible Steel Shutters With Vertical Channels 20X10x2 Mm And Braced With Flat Iron Diagonals 20X5 Mm Size, With Top And Bottom Rail Of T-Iron 40X40x6 Mm, With 40Mm Dia Steel Pulleys, Complete With Bolts, Nuts, Locking Arrangement, Stoppers, Handles, Including Apptying A Priming Coat Of Approved Steel Primer.(Chapter No.10 Si.No.4-10.3) , 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 Pjpe 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 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\4.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover (Upto 10.00 Sqm).(Chapter No.10 Si.No.4-10.5) , 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 27.5 Cm Long Wire Springs Manufactured From High Tensile Steel Wire Of Adequate Strength Conforming To Ls: 4454 - Part 1 And L\Il.S. Top Cover Of Required Thickness For Rolling Shutters.. 80X,1.25 Mm M.S. Laths With 1 .25 Mm Thick Top Cover Extra For Providing Mechanical Device Chain And Crank Operation For Operating Rolling Shutters. Exceeding 10.00 Sqm And Upto 16.80 Sqm/Above In The Area , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc, Complete. Hot Finished Welded Type Tubes , Supply And Fixing Stainless Steel (Grade 304) Ralling Made Of Hollow Tubes, Channels, Plates Etc. Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Steel Nuts And Bolts Complete. I/C Fixing The Ralling With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer In-Charge, (For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts Fasteners Etc.). (Chapter No.10 Si. No. 14 New) , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Galvanised M.S. Wire Gauze With 0.63 Mm Dia Wire And 1 .4 Mm Aperture On Both Sides , Providing & Fixing Fly Proof Wire Gauze To Windows, Clerestory Windows & Doors With M.S. Flat 15X3 Mm And Nuts & Bolts Complete Stainless Steel (Grade 304) Wire Gauze Of 0.5 Mm Dia Wire And 1.4 Mm Aperture On Both Sides , Painting Top Of Roofs With Bitumen Of Approved Quality @ 17Kg Per 10 Sqm Impregasted With A Cost Of Coarse Sand At 60 Codm Per 10 Sgm, Including Cleaning The Slab Surface With Keroseme Oil Complete : With Residual Type Petroleum Bitmen Of Grade Vg-10 , Providing And Laying Integral Cement Based Water Proofing Itreatment Including Preparation Of Surface As Required For Itreatment Of Roofs, Balconies, Terraces Etc Consisting Of Lfollowing Operations: (A) Applying A Slurry Coat Of Neat Cement Lusing 2.75 Kg/Sqm Of Cement Admixed With Water Proofing Lcompound Conforming To Ls. 2645 And Approved By I E Ng Ineer-In-Charge Over The Reinforced Cement Concrete Slab Including Adjoining Walls Lupto 300 Mm Height Including Cleaning The Surface Before Llreatment. B) Laying Brick Bats With Mortar Using Broken Bricks/Brick Bats 125 Mm To 115 Mm Size With 50% Of Cement Mortar 1:5 (1 L Cement : 5 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Over 20 Mm Thick Layer Of Cement Mortar Of Mix 1:5 (1 Cement :5 Coarse Sand ) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge To Required Slope And Treating Similarly The Adjoining Walls Upto 300 Mm Height Including Rounding Ofjunctions Of Walls And Slabs. (C) After Two Days Of Proper Curing Applying A Second Coat Of Cement Slurry Using 2.75 Kg/ Sqm Of Cement Admixed With Water Proofing Compound Conforming To Lb : 2645 And Approved By Engineer-In-Charge (D) Finishing The Surface With 20 Mm Thick Jointless Cement Mortar Of Mix L:4 (1 Cement :4 Coarse Sand) Admixed With Water Proofing Compound Conforming To Ls:2645 And Approved By Engineer-In-Charge Includlng Laying Glass Fibre Cloth Of Approved Quality In Top Layer Of Plaster And Finally Finjshing The Surface With Lrowel With Neat Cement Slurry And Making Pattern Of 300X300 Mm Square 3 Mm Deep (E) The Whole Terrace So Finished Shall Be Flooded With Water For A Minimum Period Of Two Weeks For Curing And For Final Test.All Above Operations To Be Done In Order And As Directed And Specified By The Engineer-In-Charge :Wth Average Thickness Of 120 Mm And Minimum Thickness At Khurra As 65Mm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To 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. 1.00 Mm Thick With Zinc Coating Not Less Than 275 Gm/Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To 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. 80 Mm Thick With Zinc Coating Not Less Than 275 Gm/ Sqm , Providing Corrugated G.S. Sheet Roofing Including Vertical /Curved Surface Fixed Wit Polymer Coated J Or L Hooks, Bolts And Nuts B Mm Diameter With Bitumen And G.L. Limpet Washers Or With G.L. Limpet Washers Filled With White Lead, Including A Coat Of Approved Steel Primer And Two Coats Of Approved Paint On Overlapping Of Sheets Complete (Up To 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. 0.63 Mm Thick With Zinc Coating Not Less Than 275 Gm/ M , Providing And Laying Six Courses Water Proofing Teatment With Bitumen Felt Over, Roofs Consisting Of First, Third And Llfth Course Of Blown Bitumen 85/25 Or 9O/15 Conforming To Ls : 702 Applied Hot @ 1.45, L.2O And 1.45 Kg Per Square Metre Of Area Respitively, Second And Fourth Courses Of Roofing Felt Lype 3 Grade I Conforming To Ls : 1322 (Hessian Based Self Flnished ;Itumen Felt) , Sixth And Final Course Of Stone Grit 6 Mm And Down Size Or Pea Sized Gravel Spread At 6 Cubic Decimeter Per Sqm Iniluding Preparation Of Surface But Excluding Grading, Complete. , 10 Cm Thick (Average) Mud Phaska Of Damped Brick Earth On Roofs Laid To Slope Consolidated And Plastered With 25 Mm Thick Mud Mortar Mixed With Bhusa @ 35 Kg Per Cum Of Earth And Gobri Leaping With Mix 1:1 (1 Clay: 1 Cow Dung) And Covered With Flat Tile Bricks, Grouted With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Mixed With 2% Of Integral Water Proofing Compound By Weight Of Cement And Finished Neat: With Common Burnt Clay F.P.S.(Non Modular) Brick Tile Of Class Designation 10 , Providing And Fixing Precoated Galvanised Iron Profile Sheets (Size, Shape And Pitch Of Corrugation As Approved By Engineerin-Charge) 0 50 Mm (+ 0.05 %) Total Coated Hickness With Zinc Coating 120 Grams Per Sqm As Per Ls: 277, In 240 Mpa Steel Grade, 5-7 Icrons Epoxy Primer On Both Side Of The Sheet And Polyester Top Coat 15-18 Microns. Sheet Should Have Protective Guard Film Of 25 Microns Minimum To Avoid Scratches During Transportation And Should Be Supplied In Single Length Upto 12 Metre Or As Desired By Engineer-In-Charge, The Sheet Shall Be Fixed Using Self Drilling /Self Tapping Screws Of Size (5.5X 55 Mm) With Epdm Seal, Complete Upto Any Pitch In Horizontal/ Vertical Or Curved Surfaces, Excluding The Cost Of Purlins, Rafters And Trusses And Including Cutting To Size And Shape Wherever Required. , Providing And Fixing Precoated Galvanised Steel Sheet Roollng Accessories 0.50 Mm (+0.05 %) Total Coated Thickness, Zinc Coating 120 Grams Per Sqm As Per Ls: 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 :Ridges Plain (500 - 600Mm) , Providing And Fixing 12 Mm Thick Prelaminated Particle Board Flat Pressed Three Layer Or Graded Wood Particle Board Conforming To Ls: 12823 Grade Ltype Ll, In Anelling Fixed In Aluminum 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.Pre-Laminated Particle Board With Decorative Lamination On One Side And Balancing Lamination On Other Side , Providing And Fixing 12 Mm 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 25 Mm To 40 Mm Thick. I\4Arine Plywood Conforming To Ls: 710 , Providing And Fixing Tiled False Ceiling Of Specilled Materials Of Size 595X595 Mm In Lrue Horizontal Level, Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanized Steel Sections ( Galvanlzed @ 120 Grams/ Sqtn, Both Side Inclusive) Consisting Of Main T Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38 Mm Made From 0.30 Mm Thick (Minimum) Sheet, Spaced At 1200 Mm Center To Center And Cross T Of Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet, 1200 Mm Long Spaced Between Main T At 600 Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross T Of Length 600 Mm And Size 24X25 Mm Made Of 0.30 Mm Thick (Minimum) Sheet To Be Interlocked At Middle Of The 1200X600 Mm Panel Lo Form Grids Of 600X600 Mm And Wall Angle Of Size 24X24x0.3 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Required Cutting/Making, Opening For Services Like Diffusers, Grills, Iight Fittings, Fixtures, Smoke Detectors Etc. Main T Runners To Be Suspended From Ceiling Using Gl 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 Gl Adjustable Rods With Galvanised 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. Gl 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 Lsheet 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 , Providing And Fixing False Ceiling At All Heights With Integral Densified Calcium Silicate Reinforced With Fibre And Natural Filler False Ceiling Tiles Of Size 595X595mm Of Approved Texture, Design And Patterns Having Nrc (Noise Reduction Coefficient) Of 0.50 (Minimum) As Per Ls 8225:1987, Light Reflectance Of 85%(Minimum). Non Combustible As Per Bs:476 (Part-4), Fire Performance As Per Bsi476 (Part 6 &7), Humidity Resistance Of 100%, Thermal Conductivity 0.043 W/M K As Per Astm 518:1991,In True Horizontal Level Suspended On Inter- Locking Metal T-Grid Of Hot Dipped Galvanised Iron Section Of 0.33Mm Thick (Galvanized @ 120 Grams Per Sqm Including Both Sides) Comprising Of Main T Runners Of Size 24X38 Mm Of Length 3000 Mm, Cross - T Of Size 24X32 Mm Of Length 1200 Mm And Secondary Intermediate Cross-T Of Size 24X32 Mm Of Length 600Mm To Form Grid Module Of Size 600 X 600 Mm, Suspended From Ceiling Using Galvanised Mild Steel Items (Galvanizing @ 80 Grams Per Sqm) I.E. 50 Mm Long, I Mm Outer Diameter M-6 Dash Fasteners, 6 Mm Dia Fully Threaded Hanger Rod Upto1000 Mm Length And L-Shape Level Adjuster Of Size 85X25x25x2 Mm. Galvanised Iron Perimeter Wall Angle Of Size 24X24x0.40 Mm Ol Length 3000 Mm To Be Fixed On Periphery Wall / Partition With The Help Of Plastic Rawl Plugs At 460 Mm Center To Center And 40 Mm Long Dry Wall S.S Screws. The Work Shall Be Carried Out As Per Specifications, Drawing And As Per Directions Of The Engineer-Incharge. With 15 Mm Thick Tegular Edged Light Weight Calcium Silicate False Ceiling Tiles. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of L:6 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Flool Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceedlng 80Mm. Ln Girth And Finished Even And Smooth. , 12Mm Cement Plaster With Cement Mortar In Proportion Of 1:4 Cement & Fine Sand (Not Less Than In 1.25 Fm) Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:3 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 15Mm Cement Plaster With Cemeni Mortar In Proportion Of 1:4 Cement &.Coarse Sand Of Single Coat For Exterior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding 80Mm. Ln Girth And Finished Even And Smooth. , 20 Mm Cement Plaster 1:3 (L Cement:3 Coarse Sand) Linished With A Floating Coat Of Neat Cement. , 20Mm Cement Plaster With Cement Mortar In Proportion Of L:4 Cement & Coarse Sand Of Single Coat For Interior Plastering Upto Floor Two Level Including Internal Rounded Angles Chamfers, And Rounded Angles Not Exceeding Bomm. Ln Girth And Finished Even And Smooth , 6Mm Thick Celling Plaster 1:3 (1 Cement :3 Fine Sand) Cement & Fine Sand In F.M Not Less Than 1.25, 1:3 Including Chipping Of Reinforced Cement Concrete Surface Before Celing Plaster. The Cost Of Including At Material, Labor T&P And Scafolding Etc Complete. (Chapter No.13 Si.No.13) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Morlar1:4 (1 Cement: 4 Coarse Sand) , Supply/Fixing Chequerred Precast Cement Concrete Tiles 22 Mm Thick In Footpath & Courtyard, Jointed With Neat Cement Slurry Mixed With Pigment To Match The Shade Of Tiles, Including Rubbing And Cleaning Etc. Complete, On 20 Mm Thick Bed Of Cement Mortar 1:4 (1 Cement: 4 Coarse Sand). Including 50Mm Thick Base With Concrete 1:4Rb Complete As Per E/L , Marble Tiles Stone Slabs 18 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With : Marble White Dhungriquality , Marble Stone Flooring With 20 Mm Thick Marble Stone, As Per Sample Of Marble Approved By Engineer-In-Charge, Over 20 Mm (Average) Thick Base Of Coment Mattar 1:4 (1 Cement: 4 Coarse Sand) Lald And Jointed Wlth Grey Cement Slurry, Including Rubbing And Polishing Complete With: White Alebeta White Stone , Kota Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab, Including Rubbing And Polishing Complete With Base Of Cement Mortar 1: 4 (1 Cement: 4 Coarse Sand) : 25 Mm Thick , Kota Stone Slabs 20 Mm Thick In Risers Of Steps, Skirting, Dado And Pillars Laid On 12 Mm (Average) Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slabs, Including Rubbing And Polishing Complete , 40 Mm Thick Fine Dressed Stone Flooring Over 20 Mm (Average) Thick Base Of Cement Moftar 1:5 (L Cement: 5 Coarse Sand)With Joints Finished Flush.Red Sand Stone , Prividing & Laying Ceramic Non Skid Floor Tiles Of Size 300X300 Mm (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming Tq Ls : 15622 Of Approved Make In Colours Such As White, Lvory, Grey, Fume Red Brown, Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Jointing With Grey Cement Slurry @ 3.3 Kg/Sqm Including Pointing The Ioints With White Cement And Matching Pigment Etc., Complete. , Providing & Fixing 1St Quality Ceramic Glazed Floor Tiles Conforming To Ls : 15622 (Thickness To Be Specified By The Manufacturer )Of Approved Make In Atl Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-Incharge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Morta|L:3 (1 Cement: 3 Coarse Sand) And Jointing With Grey Cement Slurry @ 33Kg Per Sqm Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. , Providing And Laying Vitrified Tiles 500X500mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providing And Laying Vitrified Tiles 600X600mm Size (Thickness 10Mm), With Water Absorption Less Than 0.08% And Conforming To Is:15622, Of Approved Brand Manufacture, In Desired Colours And Shades, Laid With Cement Based High Polymer Modified Quick Set Tile Adhesive (Water Based) Conforming To Is : 15477, Including Grouting Of Joints. Including 75Mm Thick Base With Concrte 1:4:8 Complete As Per E/I Etc. All Complete. (Chapter No.14 Sr.No.20) , Providlng And Laying Polished Granite Jet Black 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 And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer-In-Charge.{Chapter No.14 Si.No.27} , Stone Work (Machine Cut Edges) For Wall Llning Etc. (Veneer Work) Upto10 Metre Height, Backing Filled With A Grout Of Avercge 12 Mm Thick Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Polnting In White Cement Mortar 1:2 (1 White Cement R 2 Stone Dust) Wlth An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Plns Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Flne Dressed With Rough Backing. 30 Mm Thick , Providing And Applying Plaster Of Paris Putty Of 2 Mm Thickness Over Plastered Surface To Prepare The Surface Even And Smooth Complete. Including Curing The Cost Of All Material, Labour, T&P Etc. Complete. (Chapter No.15 Si.No.1) , Distempering With Oil Bound Washable Distemper Of Approved Brand And Manufacture To Give An Even Shade : New Work (Two Or More Coats) Over And Including Water Thinnable Priming Coat With Cement Primer Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Ofwork. , Finishing Walls With Water Proofing Cement Paint Of Required Shade : New Work (Two Or More Coats Applied @ 3.84 Kg/10 Sqm) Supply Of All Labour Material And T&P Requlred For Proper Completion Of Work. , Finishing Walls With Textured Exterior Paint Of Required Shade New Work (Two Or More Coats Applied @ 328 Ll Lo Sqm) Over And Including Priming Coat Of Exterior Primer Applied @ 2.20K9/10 Sqm Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade ; New Work (Two Or More Coat Applied @ 1.67 Llth) Sqm Over And Including Priming Coat Ofexterior Primer Applied @ 2 20 Kg/10 Sqm) Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting Steel Work With Deluxe Multi Surface Paint To Give An Even Shade. Two Or More Coat Applied @ 0.90 Ltr/L0 Sqm Over An Under Coat Of Primer Applled @ O.B0 Ltr/10 Sqm Of Approved Brand And Manufacture. Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Painting Wood Work With Deluxe Multi Surface Paint Of Required Shade. Two Or More Coat Applied @ 0.90 Ltr/10 Sqm Over An Under Coat Of Primer Applied @0.75 Ltr/10 Sqm Of Approved Brand And Manufacturb Supply Of All Labour Material And T&P Required For Proper Completion Of Work , Paint Of The Two Coat Over Primer Coat Wood Surface And Etc. All Complete.(15-Chapter Si.No.8+10+11) , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Upto 10 Cm In Width , Applying Priming Coat: With Ready Mixed Pink Or Grey Primer Of Approved Brand And Manufacture On Wood Work (Hard And Soft Wood) Including Cost Of All Materials, Labour T&P Etc Required For Proper Completion Of Work , Wall Painting With Acrylic Emulsion Paint Of Approved Brand And Manufacture To Give An Even Shade : Two Or More Coats On New Work Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture To Give An Even Shade Two Or More Coats On New Work Includlng Cost Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work Wood And Steel , 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 , 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. Supply Of All Labour Material And T&P Required For Proper Completion Of Work. , Distempering 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..One Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Distempering 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..Two Coat Including The Cost Of All Material, Labour, T&P Etc Complete. , Removing Dry Or Oil Bound Distemper, Water Proofing Cement Paint And The Like By Scrapping, Sand Papering And Preparing The Sudace Smooth Including Necessary Repairs To Scratches Etc. Complete. , Distempering With Lst Quality Acrylic Distember (Ready Mix) Having Voc Content Less Than 50 Grams/ Litre Of Approved Brand And Manufacture To Give An Even Shade:Old Work (One Or More Coats) , White Washing Wth Lime On Undecorated Wall Surface (One Coat) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , White Washing Wth Lime On Undecorated Wall Surface (Three Or More Coats) To Give An Even Shade Including Thoroughly Brooming The Surface To Remove All Dirt, Dust Mortar Drop And Loose Scales Of Lime Wash And Other Foreign Matter. , Colour Washing Such As Green, Blue And Other Coloures Or Buff To Give An Even Shade New Work Colour Washing (Two Coats) With A Base Coat Of White Washing With Limes Including Cost Of All T&P Other Complete Work. , Removing White Or Colour Wash By Scrapping And Sand Papering And Pteparing The Surface Smooth Including Necessary Repairs To Scratches Etc Complete , Demolishing Cement Concrete Manually Including Disposal Of Materialwithin 50 Metres Lead , Dismantling Reinforced Cement Concrete Or Reinforced Brick Work Including Stacking Of Materials As Directed By E/Ic With In A Distance Of 60 Meters (200 Feet). (17-Chapter Pwd. No.694) , 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-Incharqe. , Demolishing Brick Work Manually/ By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer-In-Charge In Cement Mortar. (17-Chapter Si.No.6) , 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 Eng;Neer-In-Charge : Ln Lime Mortar , Dismantling Doors, Windows And Clerestory Windows (Steel Or Wood) Shutter Including Chowkhats, Architrave, Holdfasts Etc. Complete And Stacking Within 50 Metres Lead Of Area 3 Sq. Metres And Below , Dismantling Steel Work In Single Sections Including Dismembering And Stacking Within 50 Metres Lead In: R.S. Joists , Dismantling Stone Slab Flooring Laid In Cement Mortar Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead. (17-Chapter Si.No.16) , Dismantling Old Plaster Or Skirting Raking Out Joints And Cleaning The Surface For Plaster Including Disposal Of Rubbish To The Dumping Ground Wlthin 50 Metres Lead. , Dismantling Of Old Interlocking Tiles Pavement Including Staking Of Serviceable Material And Disposal Of Unserviceable Material Within Lead Of 50M As Per Direction Of Engineer In Charge. (Ns) , Random Rubble Masonry 1:6 (1 Cement: 6 Coarse Sand), With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20 Mm Nominal Size).Upto Plinth Level With , Random Rubble Masonry 1:6 (1 Cement : 6 Coarse Sand), With Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Leveling Up With Cement Concrete 1:6:12 (L Cement:6 Coarse Sand:12 Graded Stone Aggregaie 20 Mm Nominal Size) At Window Sills, Ceiling Level And The Like , 30 Mm Red Sand Stone Sun-Shade (Chisel-Dressed) Supported On Red Sand Stone Brackets, Fixed In Walls With Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Including Finishing Complete. , Providing And Fixing Red Sand Stone Jali 40 Mm Thick Throughout In Cement Mortar 1R3 (1 Cement : 3 Coarse Sand), Including Pointing In White Cement Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment, Matching The Stone Shade, Jali Slab Without Any Chamfers Etc , Stone Work (Machine Cut Edges) For Wall Lining Etc. (Veneer Work) Upto 10 Metre Height, Backing Filled With A Grout Of Average 12 Mm Thick Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Pointing In White Cement Mortar 1:2 (1 White Cement: 2 Stone Dust) With An Admixture Of Pigment Matching The Stone Shade: (To Be Secured To The Backing And The Sides By Means Of Cramps And Pins Which Shall Be Paid For Separately) Red Sand Stone - Exposed Face Fine Dressed With Rough Backing. 30 Mm Thick (Chapter No.18 Si.No.7) , Supply And Fixing 500 Liter Pvc. Sintex Water Tank Etc. All Complete. (19-Chapter Sr.No.2(C)) , Laying Brick Soling Layer On Prepared Sub-Grade With Brick On End Edging According To Lines, Graded And Cross-Section Shown On The Drawing Filling Joints With Sand And Earth, Spreading 25 Mm Thick Layer Of Earth Over Brick Soling, Watering And Rolliing The Same With Three Wheel Road Roller 80-100 Kn As Per Technical Specification Clause 412 , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Providing And Iaying Np-3 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Slngle Row Including Fixing Socket With Cement Mortar L:2 But Excluding Excavation, Protection Works Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 350Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 600Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 900Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1000Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1200Mm Dia , Laying Np-4 Pipe Reinforced Cement Concrete Concrete Pipe For Culvert On First Class In Single Row Includ Ng Flxing Socket With Cement Mortar 1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets Clause 2900. 1400Mm Dia , Constuction Of Un-Reinforced, Plain Cement Concrete Avement Thickness As Per Disign, Over A Prepared Sub Base With 43 Grade Cement Or Any Other Type As Per Clause 1501.2.2 M-30 (Grade), Coarse And Fine Aggregate Conforming To Is 383, Maximum Size Of Coarse Aggregate Not Exeeding 25Mm, Mixed In A Concrete Mixer Of Not Less Than 0.2 Cum Acapacity And Apporopriate Weigh Batcher Using Approved Mix Design, Laid In Approved Fixed Side Formwork (Steel Channel, Laying And Fixing Of 125 Micron Thick Polythene Film Wedges, Steel Plates Including Levelling The Formwork As Per Drawing), Spreading The Concrete With Shovels, Rakes, Compacted Using Needle, Screed And Plate Vibrators And Finished In Continous Aperation Including Provision Of Contraction, Expansion, Construction And Constructionl Joints, Applying Debonding Strips, Primer, Sealant, Dowel Bars, Near Approaches To Bridge/Culvert And Construction Joints, Admixtures As Approved, Curing Of Concrete Slabs For 14 Days, Curing Comound (Where Apecified) And Water Finishing To Lines And Grade As Per Drawing And Technical And Technical Sepcification Clause 1501. (For Agra). (Chapter No.20 Si.No.12) , Construction Of Un-Reinforced, Plain Cement Concrete Pavement Over A Prepared Sub Base With Approve Grade Cement @ 400 Kg Per Cum, Coarse And Fine Aggregate Conforming To Ls 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Prim Er, Joint Sealant, Debonding Strip, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing For Agra , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 60 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 80 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work.80 Mm (Rubber Molded Coloured) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Ordinary Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Grey) , Supply & Laying Of I Shaped (Zigzag) Precast Lnterlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50K9) Lncluding 0.30Mm Thick Local Sand Base Levelling And Dressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Complete Work. 100 Mm (Rubber Molded Coloured) , Re-Laying Of I Shaped Precast Interlocking Tiles Of Thickness 60 To 100Mm (Compressive Strength Not Less Then 30Mpa And Weight 4.50Kg) Including 25Mm Thick Loacal Sand Base Levelling And Ressing Of Surface To Required Level And Slope, Filling Joints With Local Sand All Comlete Work. Including Vat (Chapter No.20 Si.No.19 New Item) , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe. (Lnternal Work - Exposed On Wall) 32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 40Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.(Lnternal Work - Exposed On Wall) 50Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.15Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.20Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.25Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply, Including All Cpvc Plain & Brass Threaded Fiftings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fiitings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Enoineer In Charqe.Concealed Work, Including Cutting Chases And Making Good The Wall Etc.32Mm Nominal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 15 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 20 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 25 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 32 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 40 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 62.50 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 75 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 100 Mm Nonrinal Dia Pipes , Providing And Fixing Chlorinated Polyvinyl Chloride (Cpvc) Pipes, Having Thermal Stability For Hot & Cold Water Supply Including All Cpvc Plain & Brass Threaded Fittings. This Includes Jointing Of Pipes & Fittings With One Step Cpvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineerin-Charge. External Work 150 Mm Nonrinal Dia Pipes , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 15 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 20 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 25 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 32 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 40 Mm Dia Nominal Bore , Providing And Fixing G.L. Pipes Complete With G.L. Fittings And Clamps, I/C Cutting And Making Good The Walls Etc.Lnternal Work Exposed On Wall. 50 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 15 Mm Dia Nominal Bore , Providing & Fixing Gl Pipes Complete With Gl Fittings And Clamps Including Making Good The Walls Etc. Concealed Pipe Including Painting With Anti Corrosive Bitumastic Paint, Cutting Chases And Making Good The Wall: 20 Mm Dia Nominal Bore , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 60X60x75 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 90X90x100 Cm Lnside , Constructing Masonry Chamber Brick Work With Common Burnt Clay F.P.S.(Non Modular) Bricks Of Class Designation 150 In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) For Sluice Valve, With C.L. Surface Box 100Mm Top Diameter, 100 Mm Bottom Diameter And 180 Mm Deep ( Inside) With Chained Lid And Reinforced Cement Concrete Top Slab 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size ), I/C Necessary Excavation, Foundation Concrete 1:5:10 (1 Cement: 5 Fine Sand: 10 Graded Stone Aggregate 40 Mm Nominal Size) And Inside Plastering With Cement Nrortar:3 (1 Cement: 3 Coarse Sand) 12 Mm Thick, Inished With A Floating Coat Of Neat Cement Complete As Per Standard Design 120X120x100 Cm Lnside , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing And Fixing White Vitreous China Pedestal Type Water Closet (European Type W.C. Pan) With Seat And Lid, 10 Litre Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, With Manually Controlled Device (Handle Lever), Conforming To Ls : 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Walls And Floors Wherever Required: W.C. Pan With Lsl Marked White Solid Plastic Seat And Lid , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required One Urinal Basin With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Two Urinal Basins With 5 Litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Three Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing White Vitreous China Flat Back Or Wal Corner Type Lipped Front Urinal Basin Of 30X260x350 Mm And 340X410x265 Mm Sizes Respectrvely With Automatic Flushing Cistern With Standard Flush Pipe And C.P. Brass Spreaders With Brass Unions And G.L Clamps Complete, Lncluding Painting Of Fittings And Brackets, Cutting And Making Good The Walls And Floors Wherever Required Range Of Four Urinal Basins With L0litre White P.V.C. Automatic Flushing Cistern , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require: (White Vitreous China Wash Basin Size 630X450 Mm With A Pair Of 15 Mm C. P. Brass Pillar Taps) {Chapter No.24 Si.No.5A} , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 630X450 Mm With A Single 15 Mm C.P. Brass Pillar Tap , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Wash Basin Size 550X400 Mm With A Pajr Of 15 Mm C.P. Brass Pillar Taps , Providing And Fixing Wash Basin With C.L. Brackets, 15 Mm C.P. Brass Pillar Taps,32 Mm C.P. Brass Waste Of Standard Pattern, Including Painting Of Fittings And Brackets,Cutting And Making Good The Walls Wherever Require:White Vitreous China Flat Back Wash Basin Size 550X400 Mm With Single 15 Mm C.P. Brass Pillartap , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union 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 Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.6A) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350 Mm With White Pvc Automatic Flushing Cistern, With Fittings, Standard Size C.P. Brass Flush Pi Pe, Spreaders With Unions And Clamps (All In C.P. Brass) With Waste Fitting As Per Ls:2556, C.L. Trap With Outlet Grating And Other Couplings In C.P. Brass, Including Painting Of Fittlngs And Cutting And Making Good The Walls And Floors Wherever Requlred:Range Of Two Half Stall Urinals With 5 Litre Pvc. Automatic Flushing Cistern , Constructing Brick Masonary Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 455X610mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (A) Inside Dimensions 455X610mm And 45Cm Deep For Single Pipe Line : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.6A) , Constructing Brick Massonry Chamber For Underground C.I. Inspection Chamber And Bends With Bricks In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) C.I. Cover With Frame (Light Duty) 600X850mm Internal Dimensions, Total Weight Of Cover With Frame To Be Not Less Than 38Kg (Weight Of Cover 23Kg And Weight Of Frame 15Kg), Reinforced Cement Concrete Top Slat With 1:2:4 Mix (1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size), Foundation Concrete 1 :5:10 (1 Cement : 5 Fine Sand : 10 Graded Stone Aggregate 40Mm Nominal Size), Inside Plastering 12Mm Thick With Cement Mortal 1:3 (1 Cement : 3 Coarse Sand), Finished Smooth With A Floating Coat Of Neat Cement On Walls And Bed Concrete Etc. Complete As Per Standard Desing: (C) Inside Dimensions 600X850mm And 45Cm Deep For Pipe Line With Three Or More Inlets : With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation M-150). {Chapter No.25 Si.No.8C) , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) Hindi Letters , Reinforced Cement Concrete M15 Grade Kilometre Stone Of Standard Design As Per Irc:8, Fixing In Position Including Painting And Printing Etc Sl No-804 As Per Direction Of Enginee-In-Charges Morth Standard Data Book. 5Th Kilometre Stone (Precast) (10 Cm Height Each) English Letters , Reinforced Cement Concrete M15 Grade Boundary Pillars/ Wheel Guard Of Standard Design As Per Irc:25-1967, Fixed In Position Including Finishing And Lettering But Excluding Painting , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, 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 Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.2 Metre High , Providing And Fixing L2 Metres High Gl Barbed Wire Fencing With 1.8 M Angle Iron Posts 40 Mm X 40 Mm X 6 Mm Placed Every 3 Metres Center To Center Founded In M15 Grade Cement Concrete, 0.6 Metre Below Ground Level, 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 Provided With T Horizontal Lines And 2 Diagonals Intemoven With Horizontal Wires, Fixed With Gi Staples, Turn Buckles Etc. Complete As Per Clause 817 As Per Direction Of Enginee-Incharges Morth Standard Data Book. G.L Barbed Wire Fencing 1.8 Metre High , Deduction Of Cost Brick/Bats. (Chapter No.1 Sr.No.2(C)) , Deduction Cost Of Material Old Workable Bricks Etc. All Complete. , Road Delinator Delinealor Supply & Fixing Of M S Delineator Made Of L\Lild Steel With Pllre Polyester Powder Coating With The Minimum Thickness Of Powder Coating Of Not Less Than 40 Micron For Prolectlon Against Corlosion The Surface Should Be Concealed So That There Sholrld Not Be Any Exposed Surface Wilhout Powder Coating. Alternatively, These Metal Guide Poles Can Be Concealed With Thermoplastic Body. The Posts Shall Have Lan Ellipsoidal Or Circular Design Wilh The Height Of The Pole Shall Be 800 To 900 Mm Above The Ground With About 200 To 300 Mm Base Which Can Be Anchored Onto The Ground Mild Steel Guide Poles Shall Conform To Type Xl Sheeting Specifications As Per Lrc67 And Ast Ii D4956 Which Would Ensure To Obtainl Clear Visibility Of The Road Alignment During Nighl Time. The Relro Reflective Sheeting Shall Be Tested For Acertificale Of Having The Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Iiner Removal, Adhesion,Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdooa Weathering And Ils Having Passed These Tests Shall Be Obta Ned From Lnlernational/Government Laboratory / Lnslitute By The Manufacturer Of The Sheeinq And In Case The Cerliflcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condillon Within 3 Years Of Launching Of Product By The Manufaclure In Abroad. Alternatively, A Certillcate Conforming To Astlvl Specification (D4956 09) On Adficial Accelerated Weatherlng Requirements From A Reputed Laboratory In Lndia Can Be Accepted providing Sionally. Ln Such A Siluation, The Employer / Clienl, If So Desires, Collld Seek For A Performance Guarantee Which Would Be Released Alter Receipt Of Certiflcate Meeting The Requ Rement Of Three Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Report Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour. T&P, Transportation, Installation And Incidentals All Complete As Per D Recllon Of The Engineerincharge , Road Marking With Hot Applied Thermoplastic Compound With Reflectrosing Glass Beads On Bituminous Surface. Providing & Laying Of Hot Applied Thermoplastic Compound 2.5Mm Thick Including Reflecto Rising Glass Beads @ 250Gm/Sqm. Area, Thickness Of 2.5Mm Is Exclusive Of Surface Applied Glass, Beads As Per I.R.C. 35. The Finish Surface To Be Level Uniform And Free Form Steaks And Holes Composition Of Thermoplastic Material Shall Be As Per Table 800-3 Of Clause 803 Of Morth Including Cost Of Work As Per Direction E/Ic. (Chapter-28 Si.No.2) , Road Marking With Hot Appliod Ths.Moplastic Compound With Roflsctorlsing Glass Boads On Bituminous Surface. (Ropoated / Tranvers Bar) Providing And Laying Of Hot Applied Thermoplastic Compound 5 Mm Thick Lncludlng Reflectorising Glass Beads 0) 5Oo Gms Per Sqm Area, Thickness Of 5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35-2015 The Llnished Surface To Be Level, Uniform And Free From Streaks And Holes , 6M Span Over Head Cantilever Structure With 300 Dia M S One Vertical Post Supply, Fxing & Erection Of Built Up Canllever Structure 6 M Span Comprising Of One Verllcal Posts Of 6.00 I!4 Helght Made Up Of 300 Mm Nb Heavy Class Ms Pipe As Verllcal Member Welded With 10 Mm I\,4S Plate At Top & 12 Mm M S Plate At Bottom. The Horizontal Truss Shall Comprise Of 50 Mm Dia Heavy Class M.S. Pipe And 40 Mm Dia Heavy M S Pipe As Bracing & 10 Mm Ms Plate At Bottom For Llxing To Vertical Post As Per Structure Design & Drawing Wilh One Of Steel Primer And Two Coats Of Synthetic Enamel Planl. The Work Includes Constrlrction Of Reinforced Cement Concrete Foundation Of Size 0.90X0.90X1 50 M Of Required Depth As Per Site Conditlon For Built Up Structure Including Earlh Work In Excavation 100 Mm Thick Lean Concrete In 113:6 Cement Coarse Sand And 40 Mm Gauge Stone Ballast And Reinforced Cement Concrete M25 Grade Concrete Including Supply And Fixing Of 25 Mm Dia Foundalion Bolts 600 Mm Long As Per Provision Of Structure Design Includlng Cost Of Reinforcemenl & Shuttering. The Lateral Vertical Clearances And Complete. Nstallaton Work Shall Be As Per Relevanl Clauses Of Mort&H Speciflcation Section 8Oo And Irc 67 2012 Complete In All Respect The Raies Shall Include Cost Of Deslgn Fabricalion, Supply, Kansportalion, Local Shifting Erection Of Signage Skucture Using Crane, Inclusive Of All Taxes Etc. All T&P Machine, Malerial And Labour Requiled For Proper Completion Of Work As Per Direclion Of Engineer-Ln-Charge. , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilhout Shank) , Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply And Flxing Of Raised Pavement Marker With Made Of Plastic Body Of Rpimi Road Stud Shall Be Moulded From Asa (Acrylic Styrene Acrylonitrile) Or Hips (High-Lmoact Polystyrene) Or Acryloniilrile Butadien Styrene (Abs) Or Any Oiher Suitable Malerial Approved By The Engineer. The Marker Shall Support A Load Of 13,635 Kg Tested In Accordance With Astm D4280.The Reflective Panels Shall Consist Of Number Of Lenses Containing Single Or Dual Prismatic Cubes Capable Of Providing Total Internal Reflection Of The Lighl Entring The Lens Face. Lenses Shall Be Mouled Of Methyl Melhecrylate Conforming Io Astm D78b Of Equivalent The Slop Or Retro-Reflecting Surface Shall Preferably Be 35+1-5 Degree To Base And The Area Of Each Relro _Reflecling Sllrface Shall Not Be Less Than 13.00 Sq.Cm The Marker Height Shall Not Be Less Lhan 10 Mm And Shall Nol Exceed 20 Mm & Width Shall Not Exceed 130 Mm. The Base Of The Marker Shall Be Flal Within 1.3 Mm All Road Studs Shall Be Legibly Marked Wilh The Name , Lrade Or Other Means Of Identification Of The Manufacture. Epoxy Lnslallations, Excess Adhesive Around The Edge Of The Malker, Excess Adheslve On The Pavemenl And Adhesive On The Exposed Surfaces Of The Markers Shall Be Immedialely Removed. The Contractor Shall Submit A Two Year Warranty For Sal Sfactory Lleld Peformance Including Stipulated Retro-Refleclance Of The Reflecting Panel , To The Engineer . Ln Addition A Two Year Warranty For Salisfactory Infield Perfonnance Of The Finished Road Marker Shall Also Be Given By Lhe Conlractor Who Carries Out The Work Of Fixing Of Reflective Road Ma*Ers. Ln Case The Markers Are Displaced , Damaged . Gel Worn Out Or Lose Their Reflectivity Compared Lo Stipulated Standards , The Contractor Would Be Reqlllred To Replace Allsuch Markers Within 15 Days Ofthe Inlimation From The Engineer. At His Own Cost The Rate Shall Include All Materlals, Labour, T&P, Transportalion, Insiallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. Rpm (Wilh Shank) , Flexible Median Marksr As Per Irc 79:2019: Flexible Lmedian N4arker (Flv4nl) Should Be Used For Improving Medlan Visib Lity Dlrring Dark Hours. , Use Of L/Edian ]Varker Provides Safely Againsl Colision Happening Wilh Med Ans During N Ght Lime , Or Sevete Weather Flexib E L\.4Edian Markers Shall Be Provided With Fluorescenl Yellow Colour Retro-Refleci Ve Sheeting Type Xl As Per Irc:87. Flexible Lt4edian Lmarker Shall Be Ol Lough, High Impact Resistant, Lnieclion Molded, Lhermoplastic Body With Propery Of Flexibility Io Provide High Durabilityand U Shape Structure Having Rebound / Bollnce Back Properly. The Sheeting Shall Be Of Type Xl Conforming To Lrcl67 And Ii Should Be On Both The Faces Whereby Providing Maximum Refleclivity At L,Anger Distances With Adequate Durabllity. The Logo Of The Manufacturer Shall Be Embossed On Either Side Of The Body During The Lnjection Molding Process. Fi\4M Shall Be Fixed By A Combination Bf Epoxy Adhesive And Grouting/ Drilling On Concrete Medians Or Property Conslructed Solid Medians Heighl: The Marker Height Shall Be A Minimum Of 180 Mm Width 120 Mm & Body Thickness: 6.5 Mm. The Shanks Shall Not Be Less Lhan 20 Mm And Depth Shall Not Be Less Than 30 Mm Reflective Area: Shall Not Be Less Than G0 Cm Square . Proof Of Lhe Same Report Shall Be Uploaded Which Quollng Lender. The Body Of Fn,4[,4 Shall Bounce Back To Ils Origlnal Position Of Afier 750 Number Of Hits Using Pendulum Of 1.8 Kg Conforming 40 Astm D256 Adhesion Between The Body And Outer Casing Body Of Fmi\4 Shall With Stand 50 Kg I Tensile Loads Conforming To Astm D63b Method. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer-Ln-Charge. , Painting Lines, Dashes, Arrows, Etc. On Roads Ln Two Coats On New Work Painting Lines, Dashes, Arows, Etc On Roads In Two Coats On New Work Wilh Ready Mixed Road Marking Paint Cinforming To Ls:164 On Bituminolls Surface, Including Cleaning The Sullace Of At Dirt, Dusi And Other Fore Gn Matte., Demarcation At Site And Trafllc Control . Over 10 Cm. In Width , Linear Dstinoator Systsm (Lds) Supply & Fixing Of Linear Delineator System (Lds) Panels Made Of Micro Prismatic Retro Reflective Sheeting Type Xl Duly Laminated On Thin Aluminium Foil To A Unique Corrugated Shape To Provide Retro Reflection Across Wide Range Of Observaiions And External Angles. Eatch Lds Panel Should Be Of Nominal Lenglh Of 33 Inch And Each Ridge Shall Be Approximately 0.34 Inch High Each Lds Panel Is To Be Firmly Fixed On Existing Concrete/Brick Work With 16 Nos Fastner/ Screw , Retro-Roflectivesheeting Type-Lv With 4 Mm Thick Acm Single Side Providing & Flxing Of Reflective Signs With A Corrosion Resistant 4 Mm Thick Wlth 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Lace To Be Iully Covered With Hlgh Lntenslty Prlsmatic Sheetlng Type Lv As Per Irc-6712012 Relro Refleclive Sheeling With Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Elc Shollld Be As Per Morth Speciflcation No Bo1.3.7 .The Sheelng Shall Have A Pressure - Sensltive Adhesive Of The Aggressive - Tack Type Requiring No Heat , Solvent Other Preparation For Adhesion 10 A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acim (Aluminium Composite Materials) Shall Be Flxed On The Back Frame Nis Angle Wiih Riveting. Micro Prismalic Type Lv Retro Rellective Sheeting Conilrming 1O Astm 04956-09 Shall Be Pressure Lixed. The Retro Reflective Sheeting Shall Be Tested For A Cerlillcate Of Having The Sheeting Tesled For Coetllcient Of Retro Refleclion, Dayume Colour And Luminance, Shrinkage, Flexibilily, Liner Iemoval, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed Lhese Lesls Shall Be Obtained From Lnlemational/Government Laboratory/ Lnstitute By The Manufacture. Of The Sheetng And In Case The Certiflcate Is Oblalned From International Condilion, T Should Also Be Obtained From Lndian Condilion Within 3 Years Of Launching Of Producl By The Manufactllre In Abroad. Alternalively, A Cerliilcate Conforming To Astm Specification (D 4956-09) On Artiilcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, Lhe Employer/Client, If So Desires, Could Seek For A Petlotrnance Guarantee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirement Of Lhree Years Outdoor Wealhering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo.T Shall Be Uploaded Whlch Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Lransportation, Installation And Lncidentals All Complete As Per Direction Of The Eng Neer-In-Charge. , Retro-Reflectivesheeting Type Iv With 4 Mm Thjck Acm Double Side: Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Lhlck With 0.4 To 0.5 Mm Both Side Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Tntensity Prismaiic Sheeling Type Lv As Per Irc-67:2012 Retro Reflective Sheeting With Back Frame Ms Angle Of 35X35x5 Mm Legends Letters , Numerals And Borders Elc Should Be As Per Morth Specification No801.3.7 The Sheeting Shall Have A Pressure - Sensitive Adhesive Of The Aggressive - Tack Type Requiring No Heai, Solvent Olher Preparation For Adhesion To A Smooth Clean Surface, Ln A Manner Recommended By The Sheeling Manufacturer. The Acn,4 (Aluminium Cornposite L\,4Aterials) Shall Be Ilxed On The Back Frame Ms Angle With Nveling. Micro Prismatic Type Lv Retro Refleclive Sheeting Conflrming Io Astm D4956-09 Shall Be Pressure Llxed. The Reko Reflective Sheeling Shall Be Tesled For A Cedificate Of Having The Sheeting Tested For Coemcient Oi Reko Reflection, Daytime Colour And Luminance, Shrinkage Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resislance, 3 Years Outdoor Weatherlng And Its Having Passed These Tests Shall Be Obtained From Lnternallonal/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeting And In Case The Certificale Is Oblained From International Condition It Should Also Be Obta Ned From Lndian Condilion Wilhin 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certilicate Conforming 10 Astm Speciflcatlon (0 4958-09) On Aatiflclal Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepled Provisionally. Ln Sllch A Situation, The Employer/Client If So Desires, Could Seek For A Performance Guarantee Which Would Be Released Afler Receipl Of Cerlillcate Meeting The Requirement Of Lhree Years Outdoor Weathering Of The Sheeling As Per Irc 67I2012 & Proof Of The Same Repofl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installalion And Incidentals All Cornplete As Per Dlreclion Of The Engineer-In-Charge , Retro-Refle.Ctivesheeting Type-Xl With 4 Mm Thick Acm Single Side Providing & Fixing Of Reflective Signs Wilh A Corrosion Resistant 4 Mm Thick With 0.4 To 0.5 Mm Both Slde Aluminium Skin Alumlnium Composite Panel Face To Be Fully Covered With High Lntensity Prismatlc Sheeting Type Lv As Pet Irc-67:2012 Reko Reflective Sheeling With Back Frame L\,4S Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per L\Lorth Specification No_ 801.3.7 The Sheeting Shal Have A Pressure - Sensitive Adhesive Of The Aggressive Tack Type Requiring No Heal Solvent Other Preparation For Adhesion To A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer. The Acm (Alllminium Composite L\,4Aterlals) Shall Be Fixed On The Back Frame Ms Angle With Riveting. Micro Prismatic Type Lv Retro Reflective Sheeung Conflrming To Astlvl D4956-09 Shall Be Pressure Fixed. The Relro Reflective Sheeting Shall Be Tested For A Cefiilicate Of Having The Sheeting Tested For Coeificient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Iungus Resistance. 3 Years Outdoor Weathering And Lts Having Passed These Tests Shall Be Obtained From Lnlernational/Government Laboraiory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cefiificate Ls Obtained From Lnternational Condition. It Should Also Be Oblalned From Lndian Condition Wilhin 3 Years Of Launching Of Producl By The Manufacture In Abroad. Alternatively, A Certificate Conforming To Astii Speciflcation (D 4S5b-09) On Adiflcial Accelerated Weathering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Prcvisionally. Ln Such A Siluation, The Employer/Client, If So Desires, Could Seek For A Performance Guaranlee Which Would Be Released After Receipt Of Certiflcate Meeting The Requirernent Of Three Years Outdoor Weathering Of Lhe Sheeting As Per Irc 67:2012 & Prooi Of The Same Reporl Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpoftalion, Installation And Incldentals All Complete As Per Direction Oi The Engineer-Ln-Charge , Retro-Reflectlveshoeting Type-Xl With 4 Mm Thick Acm Double Side Providing & Rlxing Of Reflective Signs With A Colrosion Resistanl 4 Mm Thick With 0.4 To 0.5 Mm Both Side Aluminium Skin Aluminium Composite Panel Face Lo Be Iully Covered With High Lntensity Prismatic Sheeling Type Lv As Per Irc-67:2012 Relro Retlective Sheeting Wlth Back Frame Ms Angle Of 35X35x5 Mm. Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specification No_ Bo1.3.7 .The Sheeting Shall Have A Pressure - Sensilive Adhesive Of The Aggressive - Tack Type Requiring No Heat, Solvent Other Preparation For Adhesion Lo A Smooth Clean Surface, In A Manner Recommended By The Sheeting Manufacturer, The Acn,4 (Aluminlum Composite Materlals) Shall Be Fixed On The Back Fiame Ms Angle With Riveting. Micro Prismalic Type Lv Retro Reflective Sheeting Conflrming To Astm D4956 09 Shall Be Pressure Fixed. The Relro Refleclive Sheeting Shall Be Tested For A Ce(Iilcate Of Having The Sheeting Tested For Coefllcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Funqus Resistance. 3 Years Outdoor Weathering And Its Having Passed These Tests Shal Be Oblained From Lnternationa /Governmenl Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case Lhe Certillcate Ls Obtained From Internalional Condition, It Should Also Be Obtained From Lndian Condition Within 3 Years Of Launching Of Product By The Manufacture In Abroad Alternalively, A Ce(Iilcate Conforming To Astm Specification (D 4956-09) On Artiflcial Accelerated Wealhering Requirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Sltuation, The Employer/Cllent, If So Deslres Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cedillcate Meeling The Requirement Of Lhree Years Outdoor Weathering Of The Sheeting As Per Irc 67:2012 & Proof Of The Same Repo( Shall Be Uploaded Which Quoting Tender. The Rate Shall Include All Materials, Labour, T&P, Transpo.Tation, Installation And Incidentals All Complete As Per Direction Of The Engineer-In-Charge , Bollard (Single Sido) Supply & Fixing Of Bollard Made(Single Side) Out Of2mm Thick Aluminium Sheet Face Lo Be Covered With High Intensity Prismatic Grade Type Lv Sheeting , Legends , Letters , Numerals And Borders Etc Should Be As Per Morth Specillcation No-801.3.7 . Welded Poly Shaped To Make It Monolithic Pillar Size 12Oo Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Is Fully Cover (Size Of Foundation 0.45X0.45X0.60M) , Bollard (Doublo Side) Supply 8, Fixing Of Bollad Made (Double Side) Out Of 2Mm Thick Aluminium Sheet Face To Be Covered With High Intensity Prismatic Grade Iype Lv Sheeting Legends , Letters , Numerals And Borders Etc Should Be As Per Morih Specification No-801.3.7. Welded Poly Shaped To Make It Monolithic Pillar Size 1200 Mm High Bollard Is Having A Frame 900X600 Mm And 600 Mm Dia For Fixation Made Out Of 35 X 35 X 5 Mm Angle Iron And From Side Ls Fully Cover. (Size Of Foundalion 0.45X0.45X0.60M) , Solar Power Road Marker (Solar Studs) The Solar Studs Shalt Be Made Of Aluminium Alloy And Poly Carbonate Material Which Shall Be Absolutely Weather Resistant And Strong Enough To Support A Load Of 13,635 Kg Tested In Accordance With Ast[4 D4280. Lts Co]Our May Be While . Red , Yellow , Green Or Blue Or Combination As Directed By The Engineer . Its Water Resislance Shall Meet Lhe Requiremenls Of Lp 65 In Accordance Wilh 15:12063:1987 Category 2 For Protection Againsl Water Ingress The Dimensions Of Solar Sluds Shall Not Be Less Than 100 Mm X 100 Mm X 10 Mm Ltshall Have Super Bright Leds So As To Provide Long Visibillty From A Distance Of More Than B0o M. Lts Flashing Rate Shall Not Be Less Than1 Hz Lts Should Be Able To Glve The Prescribed Performance In The Temperrature Range Of - 40C To +55C Lts Life Shall Be Not Less Than 3 Years. The Rate Shall Include All Materials, Labour, Equipments, Fabrication, Transportation, Erecuon, Installation And Incidentals All Complete As Per Direclion Of The Englneer-In-Charge , Cast-Ln-Situ Cement Concreto M 20 Kerb Construction Of Cement Concrete Kerb With Top And Bottom Width 115 And 165 Mm Respectively, 250 Mm High In M 20 Grade Plain Cement Concrete On M-10 Grade Foundation 150 Mm Thick, Foundation Having 50 Mm Projection Beyond Kerb Stone, Kerb Stone Laid With Kerb Laying Machine, Foundation Concrete Tad Manually, Alt Complete As Per Clause 408. , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 90 Cm Equllateral Tringle With Dif,Lnitation Plate Size (20Cm X 60Cm , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Eqlrilateral Trinqle With Difflnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm Circular With Difflnltation Plale (20Cm X 60Cm) . , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government B0 Mm X 60 Mm Reclangu annual repair With Difllnitation Plate (20Cm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Mm X 45 Mm Rectangular With Difllnitation Plale (2Ocm X 60Cm) , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 60 Cm X 60 Cm Square With Difflnitation Plate (20Cm X 60Crn) , Direction And Place Identification Signs Up To 0.90 Sqm Size Board Providing And Erecting Directlon And Place Identification Retro Reflectorised S Gn As Per Irc-67 Made Of High Intensily G.Ade Sheeting The Relro Reflective Sheelng Shall Be Tested For A Certiicate Of Having The Sheeling Tested For Coefficient Of Reko Reflection. Daytime Colour And Luminance, Shrinkage, Flexibllity. Liner Removal Adhesion, Impacl Resislance, Specula. Gloss And Iungus Resistance, 3 Years Ouldoor Weathering And Its Having Passed These Tesls Shall Be Obtalned From Lnternational/Govemment Laboraiory/ Lnslitule By The Manufacturer Of The Sheeting And In Case The Certillcate Is Obtained From International Condition, It Should Also Be Obtained From Lndian Condltion Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternatively, A Certiflcate Confonning To Ast[4 Specification (D4956 09) On Art Ficial Ccelerated Wealhering Requirements Faom A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer I Client, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Lhree Years Olrtdoor Weathering Of Lhe Sheeting As Per Irc 67 2012. Legends , Letters , Nurrerals And Borders Etc Should Be As Per Imorth Speciilcation No-801.3.7 Sheet Fixed Over Aluminium Sheetinq .2 Mm Thick Wilh Area Not Exceeding 0.9 Sqm.Supported On A Mild Steel Single Angle Iron Post 75X75x6 Mm Flrmly Fixed Lo The Ground By Rneans Of Property Designed Foundalion With N,4-15 Grade Cement Concrete 45X45x60 Cm.,Below Ground Lcvcl As Pcr Approvcd D.Awing. Complete. , Tree Plats Supply & Fixing Of Retro Reflective Tree Plate Having Size 15Cm X15cm, Conjisiing Type Xl Retro Reflective Sheeting Lixed Over 1.50 Mm Thick Aluminiu; Sh;Et Including Labour, Material T&P Etc For Proper Completion Of The Work. The Rate Shall Include All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Of The Engineer-Incharge. , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 1000 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 750 Mm Helght , Traffic Cone Traffice Cone: Supply Of Red Fluorescent Wilh With Refleclive Sleeve Trafflc Cone A Squre Base Of 300 To 500 Mm & Thickness 35 Mm And A Heiht Of 1000 Mm To 500 Mm. Thay Shall Be Brilliant Red / Orange / Yellow And Shall Be Made Of Ldpe Material Ihat Can Be Struck Without Causing Damage Lo Lmpacting Vehicles. Retro-Reflect Orization Of Cone Shall Be Provided By A 150 Mm Wide While Band Located 75 Lo 100 Mm Irom The Top Of The Cone And Additional 100 Mm Wide White Band Located Approximately 50 Mm Below The 150 Mm Band The Rate Shallinclude All Materials, Labour, T&P, Transportation, Lnstallation And Incidentals All Complete As Per Direction Ofthe Engineer-In-Charge. 500 Mm Helght , Aluminum-Backed Flexible Prismatic Sheeting Shall Be Made Of Yellow Colored Flexible Prismallc Sheeting With Non-Rnetallic Prismatc Lens Formed In A Lransparent, Synthelic Resin As Retro Leflective Elements. This Llexible Prlsmatic Sheeting Shall Have Black And Yellow Stripes With Aluminum Backed Flexible Prismatic Type Vl Sheeting Conforming To Astm: D4956 . Specifications And Standards Of Coefllcient Of Relro Refleclivity, Flexibility And Lmpact Resislance Applicable For Reboundable Devices This Flexible Prismatic Sheeting Shall Have Screen Printed Arrow/Slant Line Pattern In Black Colour In A Continuous Roll Format. Wldlh Of Object Marker Shall Be 300 Mm. The Rate Shall Include All Materials, Labour, T&P, Transportation, Installation And Incidentals All Complete As Per Direclion Of The Engineer In-Charge , 2.40 M Span Over Head Cantilever Structure With 150 Die Ms One Vertical Post (Double Side Retro Reflective Sign Boards) Supply, Fixing & Eraction Of Built Up Cantilever Structure 240 M Span O.PiiIng Oi One Ve.Tical Posts Of 7 30 N4 Heighl Made Up Of 150 Mm Nb Medium Class T\4S Pipe As Vertical Memberwelded With 10 Mm Ms Plate At Top & Lo Mm Lvls Plate At Boltom. Flxing To Vertical Post As Per Structllre Design & Drawing Wiih One Of Steel Primer And Two Coats Of Synthetic Enamel Plant And The R;Tro Reflective Sheetinq Shall Be Tesled For A Certifcale Of Having The Sheeting Tested Fo. Coemcient Of Retro Reflection, Daylime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Resistance, 3 Years Olltdoor Wealhering And Ils Having Passed These Lests Shall Be Obtained From Lnternational/Government Laboraiory/ Lnstitute By The Manufactllrer Of The Sheeting And In Case The Certificate Is Obtained From Internatlonal Condilion, It Should Also Be Obtained From Lndian Condition Wilhin 3 Years Of Launchlng Of Product By The Manufacture In Abroad. Alternatively, A Cedificate Confonning Io Astm Speciflcation (0 4956 09) On Artificial Accelerated Weathering Reqllirements From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. N Such A Sltuation, The Employer / Client, If So Desiaes. Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerllllcate Meeting The Requirement Of Three Years Outdoor Weathering Ol Lne Sheeling As Pel Irc 67 2012 . Legenos . ,Etters . Numerdls And Borders Elc Sholllo Be Asperl\,4Orlh Specif,Calion No_801 37 The Work Includes Construction Of Reinforced Cement Concrete Foundation Of Size 0.60X0.60X1.20 M Of Required Depth As Per Site Condilion For Built Up Struclure Lncluding Earth Work In Excavation 100 Mm Thick Lean Concrete Ln 1:3:6 Cemenl Coarse Sand And 40 Mm Gauge Stone Ballast. Reinforced Cement Concrete Lm25 Includlng Supply And Fixing Of 25 Mm Dla Foundalion Bolts 600 Mm Long As Per Provision Of Slructure Design Including Cost Ot Reinforcement & Shuttering. The Lateral Vertical Clearances And Complete. Lnstallation Work Shall Be As Per Relevant Clauses Of Mort&H Specitlcation Seclion 800 And Irc 67 2012 Complete In A I Respect The Rates Shall Inclucle Cosl Ol Design Fabrication, Supply, Lransporlalion, Local Shifling Erection Of Signage Slructure Using Crane, Incluslve Of All Taxes Etc All T&P Machine, Material And Labout Required For Proper Completion Of Work As Per Direction Of Engineer-In-Charge , Retro-Reflectorised Traffic Sign As Per Irc-87-2012 Providing And Flxing Of Retro-Reflectorised Caulionary, Mandalory And Informalory Sign As Per Irc 167-2012 Made Of High Intensily Grade Sheeting Type Lv Vide Clause 801.3, Fixed Over Aluminium Sheeting 15 Mm Thick Supported On A Mild Steel Angle Iron Post 75 Mm X 75 Mm X 6 Mm Ilrmly Fixed To The Ground By Means Of Properly Designed Foundation With M 15 Grade Cement Concrete 45 Cm X 45 Cm X 60 Cm. 60 Cm Below Ground Level As Per Approved Drawing. The Retro Reflective Sheeting Shall Be Lested For A Cerliilcate Of Having The Sheeling Tested For Coetflcient Of Retro Reflection, Daytime Colour And Luminance, Shrinkage, Flexibility, Liner Removal, Adhesion, Impact Resistance, Specular Gloss And Flrngus Resistance 3 Years Outdoor Weatherrng Anci Ils Having Passed Lhese Lesls Shall Be Obtained From Lnternational/ Government Laboratory/ Lnstitute By The Manufacturer Of The Sheeting And In Case The Cerlillcate Is Obtained From Lnternatlonal Condition, It Should Also Be Obtained From Lndian Condiuon Within 3 Years Of Launching Of Product By The Manufacture In Abroad. Alternalively, A Certiflcate Conforming To Asti\,4 Specillcation (0 4956-09) On Artiflcial Accelerated Weathering Requirements From A Reputed Labo.Atory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Client, If So Deskes, Could Seek For A Peformance Guarantee Which Would Be Released After Receipt Of Cerlificate Meeting The Requirement Of Three Years Olrtdoor Weathering Of The Sheeting As Per Irc 67.2012. Legends,Lellers, Numerals And Borde.S Etc Should Be As Per Aiorth Speciflcation No-801.3.7 . Proof Of The Same In Form Of Government 30X90 Cm (Lefrright) Object Hazard , Retro Rellectorisod Signs (Stajnless Steel Frame And Post With One Side Sings) Supply & Fixing Of Reflective Sign Board (Single Side) Of Size 1.50X1.20 M Retro Refleclive Sheeling Of Hip Grade Type-Lv, Lhe Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick, Acm Sheel Of Standard Make As Per Morth Specificaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Cm Cement Conclete Foundauon. The Stainless Steeljoint Welding Of Ss Pipe Work Shall Be Band And Grinder Property Including Bufflng So An To Give Uniiorm Shining At Weded Joinls. The Retro Reflective Sheellng Shall Be Lested For A Certiflcate Of Having Ihe Sheeting Tested For Coefficienl Of Retro Reflection, Daytime Cololrr And Luminance, Shrinkage, Flexibility, Linet Removal, Adheslon, Impact Resistance, Specular Qloss And Fungus Resistance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Governmenl Laboratory/ Institute By Lhe Manufacturer Of The Sheeting And Ln Case The Cedillcate Is Obtained From Inlernational Condition, It Should Also Be Oblained From Lndian Condition Within 3 Years Of Launching Of Procluct By The Manufacture In Abroad Allernatively. A Certiflcate Confolrnlng To Astm Specilicalion (D 4956-09) On Artiflcial Acceleraled Weathenng Requirements From A Reputed Laboratory Ln Lndia Can Be Accepled Provislonally. Ln Slrch A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificale Meeting The Requirement Of Three Years Ouldoor Weathering Of The Sheeting As Per Irc 67I2012. Legends , Letters , Numerals And Borders Elc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Governmenl Repod Shall Be Uploaded While Quoting Tender. , Retro Reflectorised Signs (Stainless Steel Frame And Post With Both Side Sings) Slrpply & Fixing Of Reflecllve Sign Board (Sing E Side) Of Size 1.50X1.20 M Retro Reflective Sheeting Of Hip Grade Type-Lv, The Board Shall Be Fixed On 50Mm Ss 304 Grade Pipe And Refleclive Sheet On 4 Mm Thick Acni Sheet Of Standard Make As Per Morth Speciilcaton. The Board Shall Be Fixed Using 2 Man Post 45X45x60 Crn Cement Concrele Foundation The Stainless Steelioint Welding Of Ss Pipe Work Shallbe Band And Grinder Propefiy Including Butting So An To Give Uniform Shining At Weded Joints. The Relro Reflective Sheeting Sha I Be Tested For A Certificale Of Having The Sheeling Tested For Coefficient Of Retro Reflection Daytime Colour And Luminance, Shrinkage. Flexibiity, Llner Removal, Adhesion, Impact Resistance, Specular Gloss And Fungus Reslstance, 3 Years Outdoor Weathering And Its Having Passed These Tests Shall Be Obtained From Lnternational/Government Laboratory/ Lnstitute By Lhe Manufacturer Of Lhe Sheeling And Ln Case The Certiflcate Is Obtained Lrom Lnternational Condition, It Should Also Be Obtained From Lndian Condition Wlthin 3 Years Of Launching Of Product By The Manufacture In Abroad. Allernatively, A Cerlificate Conforming To Astm Specificalion (0 4956.09) On Artificial Accelerated Weathering Requlremenls From A Reputed Laboratory In Lndia Can Be Accepted Provisionally. Ln Such A Situation, The Employer / Clienl, If So Desires, Could Seek For A Performance Guarantee Which Would Be Released After Receipt Of Certificate Meeting The Requirement Of Three Years Outdoor Weather Ng Of The Sheeting As Per Irc 67I2012. Legends. Letters, Numerals And Borders Etc Should Be As Per Morth Specification No-801.3.7 . Proof Of The Same In Form Of Government Report Shall Be Uploaded Whlle Quoting Lender. , Type - A, W : Metal Beam Crash Barrier Providing And Erecting A W Metal Beam Crash Barrler Comprlsing Of 3 Mm Lhick Coffugated Sheet Melal Beam Ral 70 Cm Above Road/Ground Level Flxed On Ismc Series Channel Vertical Posl, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.8 M High. 1.1 M Below Grolnd/Road Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fltlings To Conform To Lsi1367 And 15:1364. Metal Beam Rail To Be Fixed On The Vedical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 Mm Long Complete As Per Clause 810 , Type - B, Thrie : Metal Beam Crash Barrier Providing And Erecting A Thrie Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Melal Beam Rail,85 Cm Above Road/Ground Level, Fixed On Isi\Ic Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Cenlre To Cenke, 2 M High With 1.15 M Below Ground Level, All Steel Parts And Fltments To Be Galvanised By Hot Dip Process, All Fittings To Conform Lo Lsl1367 And Ls:1364 Metal Beam Rail 10 Be Fixed On The Verlical Post With A Space Of Channel Seclion 150 X 75 X 5 Mm, 546 Mm Long Complete As Per Clause 810 , Anti-Termite Treatment The Soil Along With External Perimeter Of Building At The Rate Of 2.5 Litres Of Emulsion Per Square Metre Of The Perimeter Wall {Chapter No.08 Si.No.5} , Anti-Termite Treatment Of The Bottom And Sides Of Excavation At The Rate Of 5Litres Of Emulsion Per Square Metre Of Surface Area {Chapter No.08 Si.No.1} , Anti-Termite Treatment Of The Top Surface Of Filled Earth At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface{Chapter No.08 Si.No.3} , Anti-Termite Treatment Of The Soil Under Plinth Protection At The Rate Of 5 Litres Of Emulsion Per Square Metre Of Surface {Chapter No.08 Si.No.4} , Anti-Termite Treatment Of The Backfill In Contact With Foundation At The Rate Of 7.5 Litres Of Emulsion Per Square Metre Of Vertical Surface (Area Of The Sub Structure In Contact With Backfill To Be Measured) {Chapter No.08 Si.No.2} , Treatment Of Existing Masonry Using Chemical Emulsion @ One Litre Per Hole At 300 Mm Interval Including Drilling Holes At 45 Degree And Plugging Them With Cement Mortar 1:2 (1 Cement :2 Coarse Sand) To The Full Depth Of The Hole : With Chlorpyriphos/Lindane E.C. 20% With 1% Concentration {Chapter No.08 Si.No.6-2.35.4.1} , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration {Chapter No.08 Si.No.6-2.35.3.1} , Providing And Stacking 22.40-53Mm Guage Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Etc All Complete.(Ns) , Supply And Laying Stone Dust Etc All Complete. , Consolidation/Compaction Of Stone Ballast 10Cm Thick (Loose) Coat Including Repairing Of Patches Picking Up To Old Surface Spreading, Ballast Making Medhies To Retain Water And Carriage Of Metal Upto 30M Carriage Of Water Upto 200M Maintenance Of Barriers And All Labour T&P Including Road Roller Charges Etc. Required For Proper Completion Of Work The Stone Ballast Is To Be Supplied To The Contractor Free Of Cost At Site. , Scarifying The Existing Bituminous Road Surface To A Depth Of 150 Mm And Disposal Of Scarified Material With A Lift Upto 3 M And Lead Upto 1000 M As Per Technical Specification Clause 301.4 {Chapter No.20 Si No.16} , Providing And Applying Primer Coat With Ss1 Grade Bitumen Emulsion On Prepared Surface Of Granular Base Including Clearing Of Road Surface And Spraying Primer At The Rate Of 0.70 Kg/Sqm Using Mechanical Means. (As Per Attached Analysis) , Providing And Laying Dense Graded Bituminous Macadam With Higher Capacity Batch Type Hmp Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder @ 4.5 Per Cent By Weight Of Total Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification Clause No. 505 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , Providing & Applying Tack Coat With Bitumen Vg-10 Using Bitumen Pressure Distributor At The Rate Of 0.30Kg/Sqm. On The Prepared Primed Granular/Old Painted Surface. Cleaned With Air Compressor. Including All Taxes, Material, Labour, T&P Etc Required For Proper Completion Of The Work. (For Bituminous Surface). (Chapter No.20 Si No.9) , Providing And Laying Bituminous Concrete (Grading-Ii) With 100-120 Tph Hot Mix Plant Producing An Average Output Of 75 Tonnes Per Hour Using Crushed Aggregates Of Specified Grading, Premixed With Bituminous Binder Vg-30 As Per Approved Job Mix Formula Which Ever Is Higher Of Mix And Filler, Transporting The Hot Mix To Work Site, Laying With A Hydrostatic Paver Finisher With Sensor Control To The Required Grade, Level And Alignment, Rolling With Smooth Wheeled, Vibratory And Tandem Rollers To Achieve The Desired Compaction As Per Morth Specification 5Th Revision Clause No. 509 Complete In All Respects Including Cost Of All Materials, T&P, Labour, Cartage For Proper Completion Of Work As Per Direction Of Enginee-In-Charges. (20-Chapter Analysis Rate) , S/L/J Of 20Mm Dia Pvc Cunduct Pipe Etc. All Complete. , Making Of Nala Bandha With Sand Bags. With Local Sand Including Etc. All Complete. (Atached Per Annalysis Rate). , Providing Of Nala Bandha For Diversion Of Nala Etc All Complete.(Ns) , Scraping Of Max Phalt Road Including Disposal Of All Scraped Material To A Distance Of 30Mtrs (100 Ft) As Directed By Engineer-In-Charge C.P. & T&P.Etc. All Complete. {Chapter No.20 Si No. 772(A)} , Dismentling Existing Damage Plaster Including Disposal Of Refuse As Directed By E/Ic With In A Distance Of 60 Meters Etc. All Complete. {Chapter No. 17 S.I. No.16 (706)} , Supply And Fixing Of Light Fitting Switch Board. (None Sheduled) , Fixing Of Gate, Grill And Jali Etc. All Complete. (None Scheduled) , Supply & Fixing Of Wiring Sub Main. , Supply & Fixing Of Plug Point 15Mm. , Supply And Fixing Oxided Iron Fitting Etc. All Complete (None Scheduled) , Supply/Fixing Of 16 Mm Pvc Pipe Adopter Suitable For Item No. , Supply/Fixing Of 20 Mm Cvc Pipe Adopter Suitable For Item No. , Supply & Fixing Of 27Watt. Cfl Etc. All Complete. , Supply And Fixing Cat Eye Including Supply Of All Material, Loabour, T&P Etc. All Complete. (Chapter No.28 Si.No.5B) , Supply And Fixing Wiring Of Light Point. (None Sheduled) , Making Connection Of Drain Of Sewer Line With Existing Man Hole Including Breaking Into And Making Good The Walls, Floors With Cement Concrete 1:2:4 Cement Plastered On Both Side With Cement Mortar 1:3 Finished With A Floating Coat Of Neat Cement And Making Necessary Channels With Cement Concrete 1:2:4 For The Drain Etc. All Complete. (Chapter No.25 Si.No.9) , Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Course Sand : 4 Graded Stone Of Size 20 Mm Nominal Size) Laid In One Layer Finished With A Floating Coat Of Neat Cement (40 Mm Thick Floor). (Si No. 665), Nbo 14.71) , Providing And Fixing Of Foot Steps Etc All Complete. (Ns) On Market Rate , Providlng And Fixing C.P. Brass Bib Cock Of Approved Quality Conforming To Ls:8931.15 Mm Nominal Bore , Supply & Fixing Of C.P. Brass Stop Cock (Conceled) Of Standerd Design Of Approve Quality Etc. All Complete. (Chapter No.21 Si.No.44) , Providing And Fixing Close Timbering In Trenches On Both Side & All Complete. (A) 0.00 To 3.00 M. (None Scheduled) , Providing And Fixing C.P. Brass Stop Cock (Concealed) Of Standard Design And Of Approved Make Conforming To Ls:8931..15 Mm Nominal Bore , Fixing Window Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse 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, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Providing And Fixing C.P. Brass Long Body Bib Cock Of Approved Quality Conforming To Ls Standards And Weighing Not Less Than 690 Qms.15 Mm Nominal Bore , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 75Mm Diameter. (Chapter No.23 Si.No. 32(Ii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 110Mm Diameter. (Chapter No.23 Si.No. 32(Iii)) , Providing And Fixing Pvc Pipe Conforming To Isi Make Working Pressure 6 Kg/Cm Including Testing Labour T&P Etc. All Complete. 140Mm Diameter. (Chapter No.23 Si.No. 32(Iv)) , Rectangular Shape 1500X450 Mm Mirror With Plastic Moulded Frame. (Chapter No.22 Si.No.77) , Making Ornamental 2D Painting With Special Design Make By Specialist Painter Laying Of Two Coat Birla White Putty And Design By Asian Paint Including All Material Etc. All Complete. (Nn Approved) , Providing Of 8Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Fixing Door Chowkhats In Existing Opening Including Embedding Chowkhats In Floors Or Walls Cutting Masonry For Holdfasts, Embedding Hold Fasts In Cement Concrete Blocks Of Size 15X10x10 Cm With Cement Concrete 1:3:6 (1 Cement : 3 Coarse 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, All Complete As Per Direction Of Engineer-In- Charge. (Chapter No.9 Si.No.7A-14.2.1) , Supply And Fixing 6Mm (1/4) Thick Chine White Glazed Tiles In Flooring Or Dado Laid With 1:3 Cement And Approved Coarse Sand Mortar And Approved Coarse Sand Mortar Finished With White Cement Jointed And Polishing Complete Including Supply Of All Materials, Labor For Porper Completion Of The Work. (Chapter No.14 S.I. No. 628) , Supply & Fixing Of Pre-Cast M-30 Cement Concrete Grass Paver (Rubber Molded Coloured) Over 40Mm Thick Local Sand Bed, With 3Mm Thick Joints Filled With Local Sand Including Leveling, Tempering And Sweeping Etc., Interlocking Bricks Will Be As Description Given In Direction Issued By The Ircsc-03-2004 And Should Be Isi Marked All Complete. 80Mm Thick, Strength Should Not Less Than M-30. (Tiles I Shape Decided By Engineer-In-Charge With Isi Mark) {Chapter No.20 Si.No.17F) , Repairing Of Leakage And Damege Pipe Line Etc All Complete.(Ns) , Lettering & Painting Of Wall Etc. All Complete. , Red Sand Stone Work For Wall Lining Etc. (Veneer Work) 30Mm Thick In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Camping Jointing In White Cemnet Mortar 1:2 (1 White Cement : 2 Stone Dust) With An Admixture Of Pigment Matching Complete. (Chapter No.18 Si.No.1 New) , Providing And Fixing White Vitreous China Wash Basin Size 630X450mm With Pair Of 15Mm C.P. Brass Pillar Taps Including Etc. All Complete. (Chapter No.24 S.I. No. 3(A)) , Cleaning Of The Site For Workable Etc. All Complete. (Non Scheduled) , Providing Of 32Hp Desel Pump Set For Dewatering Including Hire And Fuel Charge With Operator Etc. All Complete. (None Scheduled) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 1200X600x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 600X450x150mm Etc All Complete. (As Per Market Rate) , Supply Of Pre-Cast Reinforced Cement Concrete Slab Size 900X450x100mm Etc All Complete. (As Per Market Rate) , Fixing Of Reinforced Cement Concrete Slab Etc All Complete. (Ns) , Raising & Re-Fixing Of Manhole Including All Material Labor T&P Etc. All Complete. (Non Scheduled) , Supply & Fixing Reinforced Cement Concrete Menhole Cover Heavy Duty Size Etc. All Complete. (Non Scheduled) , Providing Laying Spreeding And Compacting 45-90Mm Stone Agreegate For W.M.M. Specification Etc. All Complete. (None Scheduled) , Providing And Fixing Water Closet Squatting Pan (Indian Type W.C. Pan) With 100Mm Sand Cast Iron P Or S Trap, 10 Liter Low Level White P.V.C. Flushing Cistern, Including Flush Pipe, Manually Controlled Device (Handle Lever) Conforming To Is: 7231, With All Fittings And Fixtures Complete, Including Cutting And Making Good The Wall And Floors Wherever Required : White Vitreous China Orissa Pattern W.C. Pan Of Size 580X440 Mm With With Integral Type Foot Rests. (Chapter No.24 Si. No.1) , Providing Of 3D Ornamental Wall Art Painting By Architect & Special Painter Including Scrapping Of Wall And Two Coat White Putting White Putty One Coat Primer All Labour Scaffolding Work & Labour T&P Etc. Painting By Asian Special Paint Etc. All Complete. (Rate Mr As Smart City, Agra) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Specification Including Spreading In Uniform Thickness, Hand Packing, Rolling With 3 Wheeled Steel/ Vibratory Roller In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density. , Providing & Laying 5Cm. Thick B.M. Laying By Paver Finisher Bitumen Of The @3.4%Kg By Weight And Stone Grit Etc. All Complete. (20-Chapter Analysis Rate) , Providing & Laying 2.5Cm. Thick S.D.B.C. Laying By Paver Finisher Bitumen Of The 5% By Weight Etc. All Complete. (20-Chapter Analysis Rate) , Supply & Fixing M/S Iron Work Display Board Including Painting, Lettering Etc. All Complete. (None Schedule) , Providing And Fixing White Vitreous China Flat Back Half Stall Urinal Of Size 580X380x350mm With White Pvc Automatic Flushing Cistern, With Fittings, Standared Size C.P. Brass Flush Pipe, Spreaders With Union 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 Fitting And Cutting And Making Good Thg Walls And Floors Whereever Required: Single Half Stall Urinal With 5 Litre Pvc. Automatic Flushing Cistern. (Chapter No.24 Si.No.4A) , Supply And Fixing Of Precast Reinforced Reinforced Cement Concrete Benches (Pfrc) Ornamental Benches With 02 Year Warranty Etc All Complete. (None Scheduled) , S/L/F Supply Of 1000Mm Dia Np-3 Reinforced Cement Concrete Hume Pipe In Proper Position As Directed By E/I Including Catage Of Pipes Collars Upto 30M Distance Etc All Complete. (Chapter No.1 Si.No.31(E) ) , Reinforced Cement Concrete Work With Cement Approved Coarse Sand And 2Cm (3/4) Gauge Approved Stone Ballast In The Proportion 1:2:4 In Reinforced Cement Concrete Slab Excluding Supply Of Reinforcement And Its Bending But Including Its Fixing And Binding The Same With 24 Bwgi Binding Wire And Including Necessary Centring And Shuttering Etc. And Also Including Supply Of All Materials Labor And Tools And Plants Etc. Required For Proper Completion Of The Work. Strength Of The Concrete Shall Not Be Less Than M-150. (5-Chapter S.I. No.-284) , Supply & Fixing Granite Stone Work Display Board (Size 2.50Ft X 4.00Ft) Including Painting, Lettering Etc. All Complete. (None Schedule) , Installation Of 1.50 H.P. Isi Marked Sumbercible Pump Etc All Complete. (Attache As Per Santion Annalysis) , Cost Of Septik Tank Attache As Per Estimate & Details. , Plain Glass Best Quality, Cut To Size 5Mm Thick , Providing And Fixing Designer Dustbin (Market As Per Catlog Code No. Db-03). , Supply Of Planting Of Trees Amaltas, Jaarul, Arjun Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 110Mm Is:4984:2016 (As Per Market Rate) , Hdpe Pipes Pe100 Pn 06 Sdr 21 Dn 160Mm Is:4984:2016 (As Per Market Rate) , Supply & Fixing Of Pre-Cast Reinforced Cement Concrete Drain Cover Different Size Etc All Complete. , Supply And Sowing Of Grass In Park Including One Year Mantinance Etc. All Complete. (None Scheduled) , Supplying And Stacking Of Good Earth At Site Including Royalty And Carriage Upto 8 Km Lead Complete (Earth Measure Dinstacks Will Be Reduced By 20% For Payment) .(Dar 2020 Hort-Basic Rates 2.2) Based , Supply And Fixing Of Light, Fitting Switch Board. (None Sheduled) , Supply And Fixing Of Chest Press Double. , Supply And Fixing Of Leg Press Double. , Supply And Fixing Of Triple Twister. , Supply And Fixing Of Shoulder Builder Double. , Supply And Fixing Of Air Walker. , Supply And Fixing Of Doublebar. , Supply And Fixing Of Rower. , Supply And Fixing Of Horse Rider. , Supply And Fixing Of Plastic Side With Iron Ladder 12 Feet Length. , Supply And Fixing Of See Saw Double Board Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Sliding With Swing Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Slide Ground Level Mgr Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Snack Climber Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Slide Jhoola Etc All Complete. (None Scheduled) , Supply And Fixing Of Nursery Combo Set Revolving Jhoola Etc All Complete. (None Scheduled) , Providing And Fixing Of Stainless Steel Water Cooler 4 Tap Etc. All Complete. (None Schedule) , Supply And Fixing Bansi Paharpur (Red/White) Bharra Sand Stone Fully Moulded, Engraved, Carved With Polishing And Dressing Including Clamp And Fashners Of Pillar Set With All Complete Work Etc. (None Schedule) , Supply & Fixing Of Rubber Moulded Cement Concrete Kerb Stone (Double Tapper) M-20 With Labour T&P Etc All Complete. , Supply And Installation And Jointing Of 500Mmx500mm Epdm Rubber Mat Flooring Of Thickness 24Mm Puling All Labour Material T&P Etc. All Complete (Rate As Per Jhs Jscl Mr). , Providing And Laying Autoclaved Aerated Cement Blocks Masonry With 150Mm/230Mm/300Mm Thick Aac Blocks In Super Structure Above Plinth Level Up T Floor Five Level With Reinforced Cement Concrete Band At Sill Level And Lintel Level With Approved Block Laying Polymer Modified Adhesive Mortar All Complete As Per Direction Of Engineer-In-Charge (The Payment Of Reinforced Cement Concrete Band And Reinforcement Shall Be Made For Separately). , Providing And Fixing Of Barricading Of 100Mm Average Ballies With In A Distance Of 1.50 Meter For 3 Rows Of 3Q. 3 Nosof Cross Ballies, Two Supporting Ballies Of 3 Meter Ballies And 2 Nos Perpendicular Ballies Tie With Moonj Rope Including Supply Of All Material Such As Ballies Rope T&P Required For Proper Completion Of Work And Also Including Labour Component (Material Will Be Property Of Contractor After Dismantling). , Providing & Fixing Of Green/White Shade Multipurpose Net/Cotton Cloth Proper Completion Of Work Etc All Complete. (Ns) , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Supply And Fixing Of Ward Up Big As Per Attach Photograph & Analysis. , Supply And Fixing Of Ward Up Small As Per Attach Photograph & Analysis. , Supply And Fixing And Installation Of See Saw Double Board Jhoola Isi Marked As Per Direction Of Engineer-In-Charge Etc. All Complete As Per Attach Photograph & Analysis. , Supply And Fixing Of Cast Iron Banches As Per Attach Photograph And Analysis And Direction Of Engineer-Incharge Etc. All Complete. , Complete De-Silting And Cleaning Of All Types Of Sewer Lines By Using Super Suction Machine And Taking Out Of Cebris/Silt Etc Including Safe Disposal Of Silt As Directed By The Deptt. Including Cost Of All Consumble Likes Disel Oil, Water Ret Provision Of Diversion Of Line If Required With The Help Of Sewage Pumps, Poser Backup From Gene Sets For Running Of Pumps. Night Lighting Etc Barricades Display Of Entire Operation Along With Sadequate Safely Equipments Must Be Used By Sewer Workers Size Fo Sewer Line To Be Desilted As Detail Above 1000Mm Dia. , providing and laying Gsb With Graded Stone Ballast With Stone Grit Size Stone Ballast With Hand Ramming Watering Including All Material Labor T&P Etc.All Complete (Ns) , Brick Work With Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation And Plinth In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) , Providing & Laying Of Polythene Etc. All Complete. , Supply & Fixing Of Factory Wired Intergal Led Flood Light Luminaries With Die Cast Aluminum Housing Built With Driver Set Suitable For 140W. To 150W. Confirming To Ip 65 Protection Complete In All Respect. Cat Aaa ( S.I No. 1454 Pwd Schedule 2018) , Providing, Laying, Spreading And Compacting Stone Aggregates 45-63Mm Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing, Ro Ling With Smooth Wheel Roller 80-100 Kn In Stages To Proper Grade And Camber, Applying And Brooming, Stone Screen Ing/Bindin G Materials To Fill-Up The Interstices Of Coarse Aggregate, Watering And Compacting To The Required Density Grading 2 As Per Technical Specification Clause 405. (Labour , A Pre-Laminated Sheet, Often Referred To As A Prelam Sheet, Is An Engineered Myka Wood Work Product Where A Decorative Layer, Like Laminate Or Veneer, Is Pre-Attached To A Core Material Like Particleboard Or Mdf. These Sheets Offer A Durable And Aesthetically Pleasing Surface For Furniture, Interior Design, And Construction.(None Scheduled) , Same Is Ltme No-1 & 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) , Treatment Of Soil Under Existing Floors Using Chemical Emulsion @ One Litre Per Hole, 300 Mm Apart Including Drilling 12 Mm Diameter Holes And Plugging With Cement Mortar 1 :2 (1 Cement : 2 Coarse Sand) To Match The Existing Floor: With Chlorpyriphos/Lindane E.C. 2Oo/O With 1% Concentration (Chapter No.8 Sr.No.6.1) , Supply And Fixing Of Advertisement Sign Board Size 4X3 As Per Direction Of Engineer-In-Charge Etc. All Complete , Supply Of Planting Of Trees Washington Palm, Amaltas, Cycus Revoluta, Ficus Benjamina Or Any Other As Per Architect Of Road Side 600X600 Dia Hole Meter Daging Road With One Years Maintenance. , Providing Of Rain Water Harvesting Drawing And Analysis Etc. All Complete (Details Attached). , Supply, Fixing And Installation Of Acrelic Led Letter In Hindi As Per Direction Of Engineer-In-Charge Etc. All Complete. , Drilling Of 200Mm Dia T/W Bore Suitable For 110Mm Dia Pipe All Complete With Labour T/P As Per Direction Of Engineer-In-Charge. , Suppply And Lowering Of 110Mm Dia 6 Kg/Cm2 Pvc Pipe (Phenolex Or Apb By E/I) All Complete. (Isi Marked Only) , Supply And Pouring Of Pea Gravel Suitable For T/W Bore All Complete. As Per Direction Of E/I (If Required) , S/L Of 1.50 H.P. Submersible Pump Set 65 Mt Head. (Pluga, Crompton, Ksb Etc.) I.S.I. Marked Etc All Complte. (Water Filled Only) , Supply & Fixing Of 100Mm Pvc Pipe Adopter Suitable For Item No.2 , S/L Of 1.50 H.P. Submersible Motor Controlled Starter Pannel All Complete. Crompton Make. (I.S.I. Marked Only) , Supply/Fixing Of 25Mm Gate Valve All Complete. Approved Make. , Supply/Fixing 4Sq.Mm 3 Core Copper Cable All Complete. , S/L Of 40Mm Dia Red Screen Ashirbad Pvc Pipe All Complete. , Supply/Fixing Of M.S. Clamp Made With 65X6mm X600mm Long M.S. Streep Suitable For 110Mm Dia Pvc Pipe For Holding All Complete. , Supply/Fixing Of 40Mm Dia G.I. Pipe B-Class Complete With Labour Charge. (Including All G.I. Fitting) , Supply & Fixing Of 25Mm Cpvc Etc. All Complete. , Development Of Bore Till The Discharge Is Free From Turbidity Of Compression Including Labour, Required For Proper Completion Of Work. , Supply And Fixing Of Precast Readymade Boundry Wall Hieght 8 Feet Etc All Complete. (As Market Rate) , Useable Brick (A) Class M-L50 , Useable Brick (B) Class M-100 , Useable Brick(C ) Straiqht Over Brunt , (D) Tiles, Bull Nose Drip Course Brick , Brick Ballast (A) Brick Ballast 40Mm Qauge , Brick Ballast (B) Class-150 Brick Ballast 25Mm Gauge , Brick Ballast (C ) Brick - Bats Of O.B.B./150 Bb , Fiy Ash Brick (Specification/Strength Should Not Be Less Than Bricks - M-{50) 230Mmx1 10Mmx75mm , Aac Block Autoclaved Aerated Concrete Block (Aac Block) Conforming To Ls : 2185 - 2005 (Part-3) Including Loading, Cartage Upto Site, Unloading, Stacking And Including All Levies And Royalties If Any But Excludinq G.S.T , Stone Ballast (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 45-63 Mm Guage Stone Ballast. , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 22.4-53 Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 20Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) 19Mm Guage Stone Ballast , Crushed Stone Ballast/Grit (Ghatri Quarry Bharatpur Rajsthan) Crushed Stone Dust 2.36Mm & Below , Stone Dust , 13.20Mm Guage , 11.20Mm Guage , 6.7Mm Guage And Below , Stone Boulder (From Khera Thakur Quarry) (A) 25-40 Kq , Stone Boulder (From Khera Thakur Quarry) (B) 40-60 Kq , Stone Boulder (From Khera Thakur Quarry) (C) Stone Bricks Dressed , Grit {District Gwalior(Mp) Quarry}(Berja,Chandrapura, Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) , (A) 45-63 Mm Guage Stone Ballast. , (B) 22.4-53 Mm Guage Stone Ballast. , (C) 20-40 Mm Guage Stone Ballast. , (D) 20 Mm Guage Stone Ballast. , (E) 19 Mm Guage Stone Ballast. , (F) 16 Mm Guage Stone Ballast. , (G) 13.20 Mm Guage Stone Ballast. , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 60Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 80Mm Coloured Rubber Moulded , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Rubber Moulded Grey , I Shaped Precast Interlocking Tiles (Strength Of 30Mpa) At Site 100Mm Coloured Rubber Moulded , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 , Rubber Moulded Gement Concrete Kerb Stone M-20 12X12 X6 (Plain) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 16 X6 (Designer) , Rubber Moulded Gement Concrete Kerb Stone M-20 12X 18 X6 , Coarse Sand (Excluding Actual Bulkaqe) , Fine Sand (Excludinq Actual Bulkaqe) , (L) Local Sand , Cement (L) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C , Cement (Ll) Cement (P.P.C.) , Cement (Lll) White Cement (J.K. Or Birla Brand) , Green Net(Chapter- 1 Sl.No 44) , Tractor Trolley With Driver Including P.O.L. (Chapter-2 Sl.No 25)
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 142
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : 67.00 Lakh
Government Departments No of Bidders 6
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : 1.46 Crore
Government Departments No of Bidders 6
29.
Public Administrative Department #11266937 Price Bid
Tender for Construction Of Pipe Culvert At K.K.Bakkery Near @Ward No.08 Valluvar Street In Avinashi Municipality. , Labour For Cutting Open bituminous And Maccadam Road Surface For Laying Sewers Complete As Per Standard Specifications And As Directed By Engineers. , Dismantling , Clearing Away And Carefully Stacking Materials Useful For Reuse For Any Thickness Of Walls Twad Sor Pg.No.310(Xxvi) , Barricading Work (Highway Roads)For Laying Of Pipe Line Using Casurnia Poles At 1.5M Center To Center(8Cm To10cm Dia And 1.80M Height )Vertical And Horizontal Poles In Three Rows Including Painting The Vertical Poles In The Road Facing Side With Ready Mix Paint,Tying The Vertical And Horizontal Poles With Gi Sheets Including Fixing Charges And Fixing 75Mmdia Reflectors Including Earth Work Excavation For Fixing Vertical Posts And Finally Removing And Stacking The Materials Safety For Further Use Etc.Complete And As Directed By Officers. Twad Sor Pg.No 323 Rm 100*1.1=110.00 , Earthwork Excavating And Depositing On Bank With Initial Lead Of 10 M & Initial Lift Of 2M In Hard Stiff Clay, Stiff Black Cotton, Hard Red Earth, Shales, Murram, Gravel, Stoney Earth And Earth Mixed With Small Size Boulders. (Ss 20B) , Providing Sand Bedding Using M Sand, Laying In Layers Of 20Cm Thick Including Cost Of Materials And Labour Charges For Spreading, Ramming & Consolidation Etc., Complete For Pipe Bedding. , Supply And Lowering The Di K7 Pipe Into Trenches , Laying To Proper Grade And Alignment , And Testing The Pipe To The Required Pressure, Excluding Earthwork Etc Complete As Per Standard Specification Data , 600Mm Di Pipe , Jointing Of S&S Pipes And Specials With Rubber Gasket (Tyton Joint) Including Cost Of Lubricants Etc , 600Mm Di Pipe , Dewatering Arrangements With Disel Pumpset 7.5Hp Including Hire Charges And Wages Where Ever Necessary Etc Complete And As Directed By The Departmental Officers , Plain Cement Concrete 1:4:8 (One Cement, Four Sand And Eight Aggregate) Using Machine Crushed 20Mm Gauge Hard Broken Granite Stone Jelly For Plain Cement Concrete Including Laying, Curing And Finishing As Directed By The Departmental Officers Etc., Complete Complying With Standard Specification. , Supply And Erection Of Steel Centering, Shuttering For Soffits And Sides Including Necessary Supports And Strutting For All Reinforced Cement Concrete Works Using Ms Sheets Of Suitable Size Of Bg 10 Stiffened With Ms Angle Of Size 25 X 25 X 3Mm For Boarding Laid Over Silver Oak Joists Of Size 10Cm X 6.5Cm Spaced At 90Cm C/C And Supported By Casuarina Props 10Cm - 13Cm Spaced At 75Cm C/C Etc., Complete And As Directed By Officers.(Retrieved Materials Should Be Taken Back By The Contractor.) , Supplying Fabricating And Placing In Position Of Rts Grills At All Heights For Reinforcement Including Cost Of Steel For All Works And Labour Charges Including Cost Of Binding Wire Etc., Complete For All Reinforced Cement Concrete Works And As Directed By Officers. , Reinforced Cement Concrete M30 Using special repair Cement And 20Mm,12Mm,10Mm Size Hard Blue Granite Stone (Machine Crushed) Excluding Cost Of Reinforcement, Fabrication And Placing The Grills In Position And Excluding Cost Of Shoring And Strutting But Including Curing, Finishing And Mixing Concrete Using Mechanical Mixer Machine And Compaction By Machanical Vibrator Etc., Complete And As Directed By Officers. , Below Gl , Upto 1.5 M , Above Gl , Upto 1.5 M , Refilling With M Sand Complying With Standard Specification For Filling The Foundation Including Watering Consolidation Etc., Complete As Directed By The Officers. , Disposal Of Surplus Earth Including Loading, Conveyance Within A Distance Of 15 Km And Spreading As Directed By The Officers. , Conveyance Of Pipe To Work Site Including Loading, Unloading And Transportation Upto 8Km And Part Thereof Data , 600Mm Di Pipe , Road Restoration Work , Providing ,Laying Spreading And Compacting Wet Mix Macadam With Clean,Crushed,Graded Aggregates And Granular Materials And Finished. As Per Standard Specification And As Directed By The Officers , Road Restoration With Cement Concrete 1:2:4 , 20 Cm Thick Using 20 Mm Hbs Metal Cost Of All Materials Laying, Curing , Etc Complete And As Directed By The Officers. , Add 18% Gst
Contract Date: Ref. Documents Contract Value : Ref. Document
Government Departments No of Bidders 2
Contract Date: Ref. Documents Contract Value : 1.54 Crore
Government Departments No of Bidders 1
Contract Date: Ref. Documents Contract Value : 17.80 Lakh
Government Departments No of Bidders 5
Contract Date: Ref. Documents Contract Value : 13.57 Crore
Government Departments No of Bidders 1
34.
Health and Family Welfare #11248773 AOC
Bids Are Invited For Manpower Outsourcing Services - Fixed Remuneration - Center Manager; Center Manager; Graduate , Manpower Outsourcing Services - Fixed Remuneration - Admin; Counsellor; Graduate , Manpower Outsourcing Services - Fixed Remuneration - Case Worker; Case Worker; Graduate , Manpower Outsourcing Services - Fixed Remuneration - Healthcare; Staff Nurses; Diploma , Manpower Outsourcing Services - Fixed Remuneration - Admin; Computer Operator; Graduate , Manpower Outsourcing Services - Fixed Remuneration - Admin; Multi- Tasking Staff; Not Required , Manpower Outsourcing Services - Fixed Remuneration - Admin; Watch And Ward; Not Required , Manpower Outsourcing Services - Fixed Remuneration - Non-It Technical; Consultant (Planning,Monitoring And Evaluation); Graduate , Manpower Outsourcing Services - Fixed Remuneration - Healthcare; Social Worker; Graduate , Manpower Outsourcing Services - Fixed Remuneration - Healthcare; Statistical Assistant; Graduate , Manpower Outsourcing Services - Fixed Remuneration - Admin; Data Entry Operator; Graduate , Manpower Outsourcing Services - Fixed Remuneration - Outreach Worker; Outreach Worker; Secondary School , Manpower Outsourcing Services - Fixed Remuneration - Admin; Data Entry Operator; Secondary School , Manpower Outsourcing Services - Fixed Remuneration - Finance/Accounts; Statistical Analyst; Secondary School , Manpower Outsourcing Services - Fixed Remuneration - Admin; District Coordinator; Post Graduate , Manpower Outsourcing Services - Fixed Remuneration - Admin; Counsellor; Post Graduate Total Quantity :
Contract Date: Ref. Documents Contract Value : 49.64 Lakh
Government Departments No of Bidders 307
Uttar Pradesh View Result →
35.
Public Administrative Department #11247595 Technical Bid
Tender for Purchase And Supply Work Of 02 Excavator With Loader Machines In The Municipal Corporation , Specification3dx Xtra Backhoe Loader 3Dx Plus, 6 In 1, Hdt Engine Excavator Loader 430, Crid: 55 Kw Stage 5 Engine, 4 Cylinder, Water Cooled. Turbocharged With Egr And After Treatment System Doc And Dpf Displacement 3.0L Gross Power 55 Kw (74 Hp) @2200 Rpm Max Torque 440Nm @ 1150 Rpm Transmission East Shift Synchroshutte Transmission Provides Efforless Gear Shifting With Column Mounted Rotating Switch It Consists Of A 4 Speed, Fully Synchromesh, Smooth Shift Gear Box With Integral Torque Convertor Fasy-To-Use, Column Mounted Electric Reversing Shuttle Switch Can Change Machine Direction Wisilo Allowing The Operator To Keep Hands On The Steering Wheel, Leading To Fast Cycle Time Easy Shift Feature Uses A Knob For Easy Gear Shifting Adds To Overall Ease Of Operations Bigger Effortless Foot Throttle Peda Torque Converter Stall Ratio Is 3.01 1 Brakes Service: Excavatorq Brakes, Hydraulically Actuated, Dual Line, Self Adjusting (Compensated), Oil Immersed, Multi-Disc Type On The Rear Axle, Well Protected From Dirt, Water Etc. Requiring No Maintenance. Operated Through Independent Pedals Linked Together For Normal Us Two Independently Operatable Foot Pedals Enable Machine To Manoeuvre In Tight Spaces Parking: Hand Operated, Disc Brakes On Rear Axle Input Disc. Steering Power Track Steering Rod System Provides Equal Turn Steering & Quick Response With Less Operating Force Working Pressure 160 Bar (2 320 Psi Oil Supply From Steering Pump Passing Through Suction Strainer & Return Line Filter. Electricals 130 Ampere-Hour 12 V Battery System With Alternator And Full Road Lighting Tyres Front 9 X 16 - 16 P Rear 16.9 X 28- 12 periodical renewal Shipping Weight 7510 Kg Turning Circle Inner Wheels Braked A Outside Loader Bucket M 9.7 (31-10 B Outside Wheels M 6.20 (20-4) Inner Wheels Not Braked A Outside Leader Bucket M 11.8(38-7 At Outside Wheels M 8.94 (29-4) Speed Gear Forward Km/Hr Reverse Km/Hr 1St 7.47.4 2Nd 11.911.9 3Rd 22.4 Not Recommended 4Th 40.0 Not Recommended Standard Tyreswith Zero Torque Converter Slip@2200 Rpm Hydraulics Filtration Through Suction Strainer And Return Line Filtromatic Filter System Pressure (P.S.I.) 362 Pump Flow (Lpm) @2200Rpm 148 Service Hydraulic System 92L Fuel Tank 128L Engine Coolant 20.5L Engine Oil 15L Transmission 17.5L Rear Axle 20L Options Excavator Buckets Capacities: 0.12 Cu.M & 0.18 Cu.M 6-In-1 Clam Shovel Heavy-Duty Rear Tyres 14 X 25 Intelli-Dig Cold Start Kit Performance Dimensions Excavator Performance A Max, Dig Depth M 5.05 (16-7) B Reach-Ground Level To Rear Wheel Center M 7.0 (22-11) C Reach-Ground Level To Slew Center M 5.61(18-5) D Reach At Full Height To Slew Center M 2.65 (8-8) E Side Reach To Center Line Of Machine M 6.14(20-2) F Max. Working Height M 6.2 (20.4) G Max. Load Over Height M 4.35 (14-3 H King Post Travel M 1.02 (3-4 J Bucket Rotation - Power Deg 18 Bucket Tear Out Force Kgf 618 Dipper Tear Out Force Kgf 334 Lift Capacity To Bucket Pivot At Full Reach (No Bucket Fitted) (Sae J31) (Data With Standar Dipper) Kg 1584 Standard Bucket Capacity Cu.M 0.30 (10.6) Standard Bucket Width M 0.82 (2-8) Loader Performance M Dump Height M 2.93 (9-7 N Load Over Height M 3.37 (11-1) O Pin Height M 3.64 (11-11) P Pin Forward Reach M 0.41 (1-04) Q Reach At Ground M 1.72 (5-7) R Max. Reach At Full Height M 1.24 (4-1) S Reach At Full Height - M 0.93 (3-1) Bucket Dumped T Below Ground Level Dig Depth M 0.12(0-5) U Rollback At Ground Deg 43 V Dump Angle Deg 41 Shovel Breakout Force Kgf 6264 Loader Arm Breakout Force Kgf 5516 Payload Kg 1800 Standard Shovel Cu.M 1.1 (38.85) Static Dimensions A Overall Length M 6.25 (20-6) B Wheelbase M 2.17 (7-1) C Slew Center To Rear Axle Center M 1.32 (4-4) D Minimum Ground Clearance M 0.31 (1-2) E Slew Ground Clearance M 0.51 (1-9) G Height To Top Of Cab M 2.87 (9-5) H Overall Height M 3.90 (11-10) J Track Width-Rear M 1.73 (5-8) K Track Width - Front M 1.86 (6-1) L Width Over Bucket M 2.35 (7-9) , Specification: 3Dx Plus Backhoe Loader Engine Excavator430, Crid: 55 Kw Stage 5 Engine, 4 Cylinder, Water Cooled. Turbocharged With Egr And After Treatment System Doc And Dpfdisplacement 3.0L Gross Power 55 Kw (74 Hp) @2200 Rpmmax Torque 440Nm @ 1150 Rpm Transmission The Excavatorsynchroshutte Transmission Provides Superb Drive Power In All Conditions. It Consists Of A 4 Speed, Fully Synchromesh, Smooth Shift Gear Box With Integral Torque Convertor And Electrically Operated Reversing Shuttle. • Fasy-To-Use, Column Mounted Electric Reversing Shuttle Switch Can Change Machine Direction Wisilo Allowing The Operator To Keep Hands On The Steering Wheel, Leading To Fast Cycle Time • The Pedals Layout And Conventional 4-Pattern Gear Lever With Transmission Disconnect Switch Adds To The Overall Ease Of Operation. On-The-Move Gear Changes Are Possible • Bigger Effortless Loct Throttle Pedal • Torque Converter Stall Ratio Is 3.01 1 Brakes • Service: Excavatorq Brakes, Hydraulically Actuated, Dual Line, Self Adjusting (Compensated), Oil Immersed, Multi-Disc Type On The Rear Axle, Well Protected From Dirt, Water Etc. Requiring No Maintenance. Operated Through Independent Pedals Linked Together For Normal Use • Two Independently Operatable Foot Pedals Enable Machine To Manoeuvre In Tight Spaces Parking: Hand Operated, Disc Brakes On Rear Axle Input Disc. Steering Power Track Steering Rod System Provides Equal Turn Steering & Quick Response With Less Operating Force., Working Pressure 160 Bar (2 320 Psi), Oil Supply From Steering Pump Passing Through Suction Strainer & Return Line Filter. Electricals 130 Ampere-Hour 12 V Battery System With Alternator And Full Road Lighting. Tyres Front 22.9 Cm (9) X 40.6 Cm (16) 16 Pr, Rear 42.9 Cm (16.9 X 71.1 Cm (28) 12 periodical renewal (Industrial) Shipping Weight 7510 Kg Turning Circle Inner Wheels Braked A Outside Loader Bucket M 8.64 (78-4), B Outside Wheels M 6.20 (20-4) Inner Wheels Not Brakeda Outside Leader Bucket M 11.6 (38-1) At Outside Wheels M 8.94 (29-4) Standard Bucket In Travel Position Speed Gear Forward Km/Hr Reverse Km/Hr 1St 6.5 6.5 2Nd 10.5 10.5 3Rd 19.8 Not Recommended 4Th 36 Not Recommended Above Is With Standard Tyres& Assuming Zero Torque Converter Slip@2000 Rpm) Hydraulics 270 Bar (3915 Psi) System Pump Flow: 114 Lpm At 2.000 Rpm. Filtration Through Suction Strainer And Return Line Excavatorfiltromatic Filter Service Hydraulic System 92L, Fuel Tank 128L, Engine Coolant 20.5L Engine Oil 15L, Transmission 17.5L, Rear Axle 20L Performance Dimensions Excavator Performance A Max, Dig Depth M 4.77 (15-8),B Reach-Ground Level To Rear Wheel Center M 6.72 (22.1) C Reach-Ground Level To Slew Center M 5.40 (17-9),D Reach At Full Height To Slew Center M 2.90 (9-6) E Side Reach To Center Line Of Machine M 6.02 (19-9),F Max. Working Height M 5.97 (19-7) G Max. Load Over Height M 4.18 (13-9),H King Post Travel M 1.02 (3-4) J Bucket Rotation - Powerdeg 185,Bucket Tear Out Force Kgf 5.959 Dipper Tear Out Forcekgf 3 257 Lift Capacity To Bucket Pivot At Full Reach (No Bucket Fitted) (Sae J31) (Data With Standar Dipper) Kg 1430 Standard Bucket Capacity Cu.M 0.26 (9.18) Standard Bucket Width M 0.79 (2-7) Loader Performance M Dump Height M 2.74 (8-12),N Load Over Height M 3.32 (10-11) O Pin Height M 3.54 (11-7),P Pin Forward Reach M 0.25 (0-10) Q Reach At Ground M 1.52 (4-11),R Max. Reach At Full Height M 1.15 (3-9) S Reach At Full Height - M 0.88 (2-11) Bucket Dumped T Below Ground Level Dig Depth M 0.07(0-3),U Rollback At Ground Deg 45 V Dump Angledeg 38 Shovel Breakout Forcekgf 5272 ,Loader Arm Breakout Forcekgf 5635 Payload Kg 1800,Standard Shovelcu.M 1.1 (38.85) Static Dimensions A Overall Length M 6.0 (19-8), B Wheelbase M 2.17 (7-1) , C Slew Center To Rear Axle Center M 1.32 (4-4) D Minimum Ground Clearance M 0.31 (1-0.2) ,E Slew Ground Clearance M 0.51 (1-8) G Height To Top Of Cab M 2.87 (9-5), H Overall Height M 3.61 (1-10) J Track Width-Rear M 1.73 (5-8), K Track Width - Front M 1.86 (6-1) L Width Over Bucket M 2.35 (7-9) Options • Excavator Buckets Capacities: 0.12 Cu.M& 0.18 Cu.M • 6-In-1 Clam Shovel Bucket To Doze, Dig, Grade, Backfill, Grab And Load (1.0 Cu.M) • 4Wd • Excavatorextending Dipper Provides Up To Im Of Extra Reach When Compared With The Standard Dipper. • Heavy-Duty Rear Tyres 14 X 25 • Intelli-Dig • Cold Start Kit
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
36.
Banking and Finance #11245120 AOC
Bids Are invited for Nas And Hd Nas - This Nas System Is Designed To Deliver Enterprise-Grade Performance, Scalability, And Reliability For Modern Data Environments. It Is Powered By An Amd Ryzen Embedded V Fifteen Hundred B Quad-Core Processor Running At Two Point Two Gigahertz, Ensuring Efficient Multitasking And Smooth Operation Across Demanding Workloads. The Unit Comes With Eight Gigabytes Of Ddr Four Memory, Expandable Up To Sixty-Four Gigabytes, Providing Flexibility For Virtualization, Backup, And Intensive Applications. Storage Options Are Versatile, Supporting Four Bays For Three Point Five Inch Or Two Point Five Inch Sata Six Gigabit Per Second Hard Drives Or Solid-State Drives, Plus Two M Dot Two Twenty-Eight Zero Pcie Gen Three By One Slots For Caching Or Tiered Storage Acceleration. A Built-In Five Gigabyte Flash Provides Dual Boot Operating System Protection, Enhancing Resilience And Minimizing Downtime. Networking Capabilities Are Robust, With Two Two Point Five Gigabit Ethernet Ports And Expansion Potential Up To Four Ten Gigabit Ethernet Ports, Enabling High-Speed Connectivity For Data-Heavy Environments. External Connectivity Is Equally Advanced, Featuring Three Type-A Usb Three Point Two Gen Two Ports With Ten Gigabit Per Second Transfer Speed And One Type-C Usb Three Point Two Gen One Port With Five Gigabit Per Second Transfer Speed, Supporting Rapid Transfers And Seamless Integration With External Devices. Data Protection Is Comprehensive, With Support For Raid Zero, One, Five, Six, Ten, Jbod, Single, And Hot Spare Configurations, Balancing Performance, Redundancy, And Flexibility. Designed For Continuous Operation, This Nas Is Optimized For File Sharing, Backup, Virtualization, And High-Speed Data Access In Mission-Critical Environments. Backed By A Three-Year Warranty, It Provides Long-Term Assurance And Reliability, Making It A Secure Investment For Businesses And Professionals Seeking A Powerful, Scalable, And Dependable Storage Infrastructure. , 3 Year Warranty - This 3-Year Amc And Priority Support Package For The Qnap Ts-473A-8G Is Designed To Ensure Maximum Uptime, Reliability, And Peace Of Mind For Enterprise Users. It Includes One-Time Installation And Configuration, Enabling Seamless Deployment And Optimized Performance From The Start. To Minimize Disruption During Rma Or Downtime, A Standby Unit Is Supplied On A Next-Business-Day Basis, Ensuring Continuity Of Operations. The Package Also Provides Regular Qnap Security And Device Health Checks, Along With Firmware And Application Update Services, Keeping The System Secure, Stable, And Up To Date. Support Is Comprehensive And Flexible, Offering Telephonic, Remote, And Physical Assistance Within City Limits, Tailored To Customer Needs. In Addition, Rma Facilitation Is Handled On Behalf Of The Customer, Including Pickup And Drop Service, Reducing Administrative Burden And Ensuring Smooth Resolution Of Hardware Issues. This Proactive Support Model Prioritizes Business Continuity, Delivering Rapid Response And Expert Assistance To Safeguard Mission-Critical Workloads. With A Focus On Reliability, Security, And Convenience, The Amc Package Ensures That Your Nas Infrastructure Remains Resilient, Efficient, And Fully Supported Throughout Its Lifecycle. By Combining Preventive Maintenance, Priority Service, And Hassle-Free Rma Handling, It Provides A Complete Solution For Organizations Seeking Dependable Storage Management And Uninterrupted Operations. , Hdd - The Toshiba Sata Three Three Point Five Inch Enterprise Hard Disk Drive Is Purpose-Built For Network Attached Storage And Enterprise Workloads, Offering A Robust Two Terabyte Storage Capacity With A Rotational Speed Of Seven Thousand Two Hundred Revolutions Per Minute. Designed To Deliver Consistent Performance, It Ensures Stable Data Transfer Rates And Dependable Operation Even Under Heavy Usage. Engineered For Durability, This Drive Is Optimized For Continuous Twenty-Four By Seven Operation, Making It Ideal For Mission-Critical Environments Where Reliability Cannot Be Compromised. Its Enterprise-Class Architecture Provides Enhanced Resilience Against Vibration And Workload Stress, Ensuring Smooth Integration Into Multi-Drive Systems Such As Nas Arrays And Data Centers. With Advanced Error Recovery Controls And Optimized Caching Algorithms, The Drive Maintains Efficiency And Safeguards Data Integrity During Intensive Operations. The Sata Three Interface Supports Up To Six Gigabit Per Second Transfer Speeds, Enabling Fast Access To Large Datasets And Seamless Handling Of Demanding Applications. Backed By A Five-Year Manufacturer Warranty, It Offers Long-Term Assurance And Peace Of Mind For Businesses Requiring Secure, High-Performance Storage Solutions. Whether Deployed For Virtualization, Backup, Or High-Capacity File Storage, This Enterprise-Grade Hard Disk Drive Combines Speed, Endurance, And Reliability, Making It A Trusted Choice For Organizations Seeking Robust And Scalable Data Infrastructure. , Ssd For Cashing - The Apacer Nas Pcie Gen3 X4 M.2 2280 Ssd, Model Ap256gpp3480-R, Is Purpose-Built To Enhance Nas Performance Through Intelligent Caching. With A 256Gb Capacity, It Accelerates Read And Write Operations, Significantly Improving System Responsiveness And Efficiency In Multi-User Environments. Leveraging The Pcie Gen3 X4 Interface, It Delivers High-Speed Data Transfer Rates, Ensuring Smooth Handling Of Demanding Workloads Such As Virtualization, Backup, And Large-Scale File Sharing. Optimized For Nas Caching, This Ssd Reduces Latency And Enhances Throughput, Making It An Ideal Solution For Businesses Seeking Faster Access To Frequently Used Data. Reliability Is A Core Strength, With An Endurance Rating Of 500 Terabytes Written (Tbw), Ensuring Long-Term Durability Under Continuous Operation. The Drive Is Backed By A 5-Year Manufacturer Warranty, Or Until The Endurance Threshold Is Reached, Providing Assurance Of Dependable Performance In Mission-Critical Applications. Engineered For Enterprise-Grade Resilience, It Withstands Intensive Workloads And Sustained Usage, Maintaining Consistent Performance Over Time. Compact In Design, The M.2 2280 Form Factor Allows Seamless Integration Into Nas Systems Without Occupying Additional Space, While Its Advanced Controller And Firmware Optimize Caching Efficiency. Whether Deployed For Accelerating Databases, Improving Virtualization Responsiveness, Or Enhancing Everyday Nas Operations, The Apacer Ap256gpp3480-R Ssd Combines Speed, Endurance, And Reliability To Deliver A Robust Storage Solution Tailored For Modern Business Environments. , Ram For Existing Qnap - Samsung Ddr4 3200 Mhz 4Gb Ram Module, Compatible With Qnap Nas Systems. Provides Stable Performance, Efficient Multitasking, And Easy Upgrade Path For Expanding Memory Capacity. Designed For Reliability And Long-Term Use In Enterprise Storage Environments. , Installation Total Quantity : 11
Contract Date: Ref. Documents Contract Value : 3.47 Lakh
Government Departments No of Bidders 3
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : 89.70 Lakh
Government Departments No of Bidders 4
Uttarakhand View Result →
40.
Public Administrative Department #11219028 Technical Bid
Tender for Supply Of Office Tables , Computer Tables And Chairs For Janganna Office Setup At Ghandhi Bhawan, Station Road Ajmer. , Medium Back Chair Revolving Medium Back Chair Leatherette Chair Providing And Placing Mid Back Chair. Colour Black The Seat And Back Shall Be Made Up Of 1.2Cm.Thick Hot Pressed Plywood Upholstered With Pure Leatherette Of Required Color And Moulded Polyurethane Foam. Back Size: 53.0Cm (W) X 73.0Cm (H), Seat Size: 54.6Cm (W) X 49Cm (D). The High Resilience Polyurethane Foam Is Moulded With Density=45+/-2 Kg/M Cube And Hardness Load 16+/-2 Kgf As Per Is: 7888 For 25% Compression. The Seat And Back Are Arrested Together With A 9.0Cm (W) Spine Made Of 0.8Cm Thick Hr Steel. The Armrest Tube Assembly Is Made Of 2.54Cm X 0.16Cm. M.S. E.R.W. Support Tubes And Chrome Plated. The Armrest Top Is Made Of Abs & Upholstered With Foam &Leatherette . The Pedestal Is Made Of Die-Cast Aluminum With Buffing Finished. It Is Fitted With 5Nos. Twin Wheel Castors. The Pedestal Is 67.0Cm Pitch-Center Dia (77.0 Cm With Castor). The Twin Wheel Castors Are Injection Moulded In Black Nylon. All Work Complete Including Fabrication, Nailing, Screwing, Pasting, Transporting, Loading, Unloading, Placing, Finishing, Setting, Etc Complete In All Due Respect As Per Technical Specifications, Standards, Directions And Satisfaction Of Engineer Incharge. , Computer Table Size 160Cm X 75Cm Size With 75 Cm Height , Office Table Size 160Cm X 75Cm Size With 75 Cm Height Compatibility Report For Boq1 (1).Xls Run On 5/11/2026 13:04 The Following Features In This Workbook Are Not Supported By Earlier Versions Of Excel. These Features May Be Lost Or Degraded When Opening This Workbook In An Earlier Version Of Excel Or If You Save This Workbook In An Earlier File Format. Significant Loss Of Functionality # Of Occurrences Version Any Effects On This Object Will Be Removed. Any Text That Overflows The Boundaries Of This Graphic Will Appear Clipped. 3.0 Excel 97-2003 One Or More Cells In This Workbook Contain Data Validation Rules Which Refer To Values On Other Worksheets. These Data Validation Rules Will Not Be Saved. 3.0 Excel 97-2003 Minor Loss Of Fidelity Some Formulas In This Workbook Are Linked To Other Workbooks That Are Closed. When These Formulas Are Recalculated In Earlier Versions Of Excel Without Opening The Linked Workbooks, Characters Beyond The 255-Character Limit Cannot Be Returned. 5 Defined Names Excel 97-2003 Some Cells Or Styles In This Workbook Contain Formatting That Is Not Supported By The Selected File Format. These Formats Will Be Converted To The Closest Format Available. 5.0 Excel 97-2003
Contract Date: Ref. Documents Contract Value : Ref. Document
Local Bodies No of Bidders 2
Contract Date: Ref. Documents Contract Value : 39,000
Government Departments No of Bidders 6
Uttar Pradesh View Result →
43.
Educational and Research Institute #11203813 Technical Bid
Tender For Selection Of System Integrator For Supply, Establishment, Operation And Maintenance Of Center Of Excellence On Digitalization Through Simulation At Government College Of Engineering, ,Amravati - Hardware Part , Battery Charge And Discharge Test System , Data Acquisition And Logging System , Thermocouple Rtd For Temperature Measurement , Battery Tester For Internal Resistance Testing , Electric Vehicle Bldc Motor Training System , Bldc Brushless Inner Rotor Brushless Dc Motor Coupled , Battery Characteristics Training System , Pmdc Motor Training System , Power And Transmission System Study Models For Ev Application , Pmsm Motor Coupled With Dc Generator Test Bench Setup , Switched Reluctance Motor Coupled , Pwm Charge Controller Training System , Sectioned Electric Vehicle Twowheeler Chassis , Sectioned Electric Vehicle Fourwheeler Chassis , Battery Resistance Spot Welding Machine , Dc Ac Clamp Meter , Noncontact Type Tacho Meter , Computing Workstations For Ev Design And Simulation , Multibody Dynamics Analysis Research Software Bundle For Ev 10 User , Power Train Gearbox Design Research Software Package , 1D3d Thermal Modelling Bms Modelling Electric Motor Ic Engine , Multiphysics Cae Research Software Package , Nmc Cell Size 18650 , Nmc Cell Size 26650 , Lfp Cell , Smart Bms Training System , Electric Vehicle Scanner , Diy Kits For 20 Students , Advanced Driver Assisting System Adas Training System For Emobility , Ac Ev Charger 10Kw , Dc Fast Charger 20Kw , Multifunction Installation Tester , Electric Vehicle Service Equipment Test Adapter Kit , Battery Tester With Inbuilt Printer , Digital Infrared Thermometer , Digital Multifunction Meter With Vfd Efdetection 3Phase Rotation , Vde Approved Insulated Tool Set For Ev , Electric Vehicle Safety Equipment , Ev Battery Assembly Testing Centre Setup , Ev Battery Pack Cell Equalizer , Regenerative Charging And Braking Training System , Ev Assembly Disassembly Kit , Three Phase Power Clampon Meter With Harmonics Measurement , Digital Insulation Multi Function Meter , Phase Sequence Indicator , Battery Quality Anaylyzer With Data Logger , Hybrid Display Module , Hybrid Trainer Module Motorized , Professional Wall Charts Approx 4 Ft 3 Ft , Professional Lab Layout And Design , Engineering Simulation Software Multiphysics Cae Research Software Includes Preprocessor And Post Processor 10 Users , 3D Cad Package 60 User , Professional Wall Charts , Professional Lab Layout And Design , Video Conferencing Setup , Electromagnetic Em Simulation , Integrated Circuit Ic Design Verification Academic Research Software , Soc Development Board With Software , Emcemi Test Equipment , Spectro Radiometer For Measurement Of The Luminous Flux Spectrum Color , 3D Printer For Prototyping , Professional Wall Charts Approx , Professional Lab Layout And Design , Revolving Chair With Arm Centre Pivot Mechanism , Computer Table , White Board With Stand , Revolving Office Chair With Arm Centre Pivot Mechanism For Faculty , Laboratory Wooden Table , Office Table For Faculty , Major Almirah With Glass Type Doors , Seminar Chairs With Desklet , Executive Office Table , Executive Office Chair , Sofa Set 321 Seater , Teapoycoffee Table , Visitors Chairs With Cushion , Major Almirah , Multi Function All In One Printer For Office And Lab , Necessary Electrification And Networking , Matting Area With Labour Work In Sq Ft , False Ceiling In Sq Ft , Window Sliding Door In Sq Ft , Window Curtains With Fitting In Sq Ft , Gypsum Plaster With Wall Putty In Sq Ft , Wall Coloring In Sq Ft , Air Conditioner 2 Ton , Cctv Camera , Interactive Board , Partitions Cubicles In Sq Ft , Training Support Part , Centre Incharge (Annual Cost) , Lab Operator (Annual Cost) Ev Lab , Faculty Training Ev Lab , Lab Operator (Annual Cost) Simulation Lab , Faculty Training Simulation Lab , Lab Operator (Annual Cost) Esdm Lab , Faculty Training Esdm Lab
Contract Date: Ref. Documents Contract Value : Ref. Document
Boards / Undertakings / PSU No of Bidders 3
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : 42.91 Lakh
Government Departments No of Bidders 3
46.
Educational and Research Institute #11191269 AOC
Tender For Supply And Installation Of Furniture At Library And Computer Building. , Furniture , Library Chair -01 -Seat Size: 50.0Cm. (W) X 48.0 Cm. (D) -Back Size: 53.0 Cm. (W) X 39.0Cm. (H) -Injection Moulded Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ & Hardness 16 Kgf. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -M.S. Powder Coated Frames (Dft 50 Microns) For 4 Leg Chairs -M. S Pipe Dia 25Mm (Vendor To Submit Powder Coating Laboratory Test Certificate) -Glass Filled Polypropylene Armrest With The Tubular Frame. -Vendor Should Submit Detail Shop Drawings With All Dimensions. , Office Chair Seat Size- 53.5 Cm. (W) X 51.0 Cm. (D), Of 1.5 Cm Thickness Plywood Preferably Hot-Pressed, Furnished With Fabric Covers -Mesh Back Size- 51.0 Cm. (W) X 70.0 Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Glass Filled Nylon Armrest With The Tubular Frame Of 6 Cm Hight(Adjustable) -Center Tilt Synchro Mechanism With Seat Slide & Multi Lock, Revolving 360° -Head Rest Sub-Assembly With Hight Adjustment Up To 4 Cm. -Pneumatic Height Adjustment Of 9.5Cm, Pedestal Assembly Of Polished Aluminium With Twin Wheel Injection Moulded Soft Castors Of Nylon With Pu Lining, Having Up To 6 Cm Wheel Diameter. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation Chair Seat Size- 53.5 Cm. (W) X 51.0 Cm. (D), Of Thickness 1.5 Cm Plywood Preferably Hot-Pressed, Furnished With Fabric Covers. -Mesh Back Size- 51.0 Cm. (W) X 70.0 Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Glass Filled Nylon Armrest With The Tubular Frame Of 6 Cm Hight(Adjustable) -Center Tilt Synchro Mechanism With Seat Slide & Multi Lock, Revolving 360° Anti-Shock Mechanism. -Pneumatic Height Adjustment Of 9.5Cm, Pedestal Assembly Of Polished Aluminium With Twin Wheel Injection Moulded Soft Castors Of Nylon With Pu Lining, Having 6 Cm Wheel Diameter. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Conference Chair Seat Size: 49.0 Cm. (W) X 51.4 Cm. (D) Of Thickness 1.2 Cm Plywood Preferably Hot-Pressed, Furnished With Synthetic Leather Over Moulded High Resilience Polyurethane Foam. -Mid Back Size: 51.6 Cm. (W) X 65.7 Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 55 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Chrome Plated Up-Down Adjustment Armrest Of 8 Steps. -360° Revolving Type Front Pivot Synchro Mechanism, 4-Position Locking With Anti-Shock Feature, Tilting Ratio Of 1:2, Single Point Control. -Back Height Adjustability, Adjusted In 5 Positions. -Pneumatic Height Adjustment Of 10Cm, Pedestal Assembly (Pedestal- 65 Cm, Pitch-Center Dia. 75Cm) Of Polished Aluminium With Twin Wheel Injection Moulded Castors. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Study Chair With Writing Pad Seat Size : 50.0Cm. (W) X 48.0 Cm. (D) Furnished With Fabric Covers And Moulded Polyurethane Foam -Back Size : 53.0 Cm. (W) X 39.0Cm. (H) -Seat With High Resilience Polyurethane Seat Foam With Density 45 Kg/M³ And Hardness 16 Kgf (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -M.S. Powder Coated Frames Dia 25Mm (Dft 50 Microns) For 4 Leg Chairs With Glass Filled Polypropylene Shoe (Vendor To Submit Powder Coating Laboratory Test Certificate) -The Full Desklet Made Of 1.3 Cm. Thick, Compact Laminate Board. Having Front And Back Adjustment Of 4 Cm -Outer Dimension 59.5±0.1Cm. (W) X 29.0±0.1Cm -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Conference Table With Seating Capacity Of 18Seats 2 Str Main - 1350 X 600 X 740 - 2 Nos. -2 Str Shared - 1350 X 600 X 740 - 2 Nos. -2350W - 2350 X 850 X 740 - 2 Nos. -Work Surface Made Of 25Mm Thick Pre-Laminated Twin Board With A High-Quality Wood Matching 2 Mm Thick Pvc Lipping; Plastic Access Flap Is Provided For Easy Access To Wires And Cables -Under Structure Consists Of 18Mm Thick Pre-Laminated Twin Board Wood Matching 2 Mm Thick Pvc Lipping -Modesty Panel-Made Of 18Mm Thick Pre-Laminated Twin Board Of Wood Matching 2 Mm Thick Pvc Lipping -Powder Coated Accent Metal Strip Provided Below Work Surface Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent Steel, Epoxy Polyester Powder Coated (Dft 40-60 Microns). (Vendor To Submit Powder Coating Laboratory Test Certificate) -Wire Management- An Array Of Panels Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent, Epoxy Polyester Powder Coated (Dft 40-60 Microns) Is Used For Flow Of Wires And Cables. Provision To Mount 6 Module Electric Switch Plate Is Provided Below Worktop. Cut-Out On Top With Two-Piece Injection Moulded Plastic Part Polymer Component Is Fitted To Pull Out Audio, Video Cables Onto Worktop And Connect Devices Charger To Power Socket Below Worktop. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Conference Table With Seating Capacity Of 30 Seats 2 Str Main - 1350 X 600 X 740 - 2 Nos. -2 Str Shared - 1350 X 600 X 740 - 8 Nos. - 2Str -2350 X 850 X 740 - 2 Nos. -Work Surface Made Of 25Mm Thick Pre-Laminated Twin Board With Wood Matching 2 Mm Thick Pvc Lipping; Plastic Access Flap Is Provided For Easy Access To Wires And Cables -Under Structure Consists Of 18Mm Thick Pre-Laminated Twin Board Of High-Quality Wood Matching 2 Mm Thick Pvc Lipping -Modesty Panel-Made Of 18Mm Thick Pre-Laminated Twin Board Of High-Quality Wood Matching 2 Mm Thick Pvc Lipping -Powder Coated Accent Metal Strip Provided Below Work Surface Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent Steel, Epoxy Polyester Powder Coated (Dft 40-60 Microns). (Vendor To Submit Powder Coating Laboratory Test Certificate) -Wire Management- An Array Of Panels Made Of 0.8Mm Crca Or Equivalent Grade Steel Or Equivalent, Epoxy Polyester Powder Coated (Dft 40-60 Microns) Is Used For Flow Of Wires And Cables. Provision To Mount 6 Module Electric Switch Plate Is Provided Below Worktop. Cut-Out On Top With Two-Piece Injection Moulded Plastic Part Polymer Component Is Fitted To Pull Out Audio, Video Cables Onto Worktop And Connect Devices Charger To Power Socket Below Worktop. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Two-Seater Sofa Seat Is Made Up Of Pu Foam In Density 28 Kg/Cu.Mtr With An Additional Top Layer Of Super Soft Pu Foam Furnished With Fabric Or Leatherette.(Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Back Is Made Up Of Pu Foam In Density 28 Kg/Cu. Mtr With Two Additional Top Layers Of Super Soft Foam Furnished With Fabric Or Leatherette. -Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Leg Assembly Is A Welded Assembly Made In Stainless Steel Tube & Plate With Plastic Endcap Of 146 X 90 X 85.5 Cm With Seat Height Of 45 Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Three-Seater Sofa Seat Is Made Up Of Pu Foam In Density 28 Kg/Cu.Mtr With An Additional Top Layer Of Super Soft Pu Foam Furnished With Fabric Or Leatherette. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Back Is Made Up Of Pu Foam In Density 28 Kg/Cu. Mtr With Two Additional Top Layer Of Super Soft Foam Furnished With Fabric Or Leatherette. -Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Stainless Steel (Grade Ss 202) O Equivalent Grade Tube Welded Leg Assembly With Plastic Endcap Of 206 X 90 X 85 Cm Seat Height 45Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions. , One Seater Sofa Seat Is Made Up Of Pu Foam In Density 28 Kg/Cu.Mtr With An Additional Top Layer Of Super Soft Pu Foam Furnished With Fabric Or Leatherette. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Back Is Made Up Of Pu Foam In Density 28 Kg/Cu. Mtr With Two Additional Top Layers Of Super Soft Foam Furnished With Fabric Or Leatherette. -Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Stainless Steel (Grade Ss 202) Or Equivalent Grade Tube Welded Leg Assembly With Plastic Endcap Of 86 X 90 X 85 Cm Seat Height 45Cm. -Vendor Should Submit Detail Shop Drawing With All Dimensions. Under Structure Is Made Up Of 1.2 Cm. Thick Hot-Pressed Plywood With Moisture Resistance & Termite Proof. -6 Nos. Per Seat & 3.8Mm Dia Zigzag Spring Assembly Is Mounted Over Under Structure For Cushioning Purpose. -Stainless Steel (Grade Ss 202) O Equivalent Grade Tube Welded Leg Assembly With Plastic Endcap Of 86 X 90 X 85 Cm Seat Height 45Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Mobile Compactor Storage Unit-01 3 Bay Drive Type Compactors With 3 Bay Sd - 1 No, 3 Bay Td - 1 No, 3 Bay Sl - 1 No. 3 -Size Of Compactor 2361H Mm X 915 W Mm X 457D Mm, 3 Bay Channel 2400 Mm - 3 No, 3 Bay Channel 800 Mm - 3 No. -Main Body: Rigid Knock Down Construction Made Of 0.8 Mm Thick. Crca Or Equivalent Grade Steel Having 5 Loading Levels Formed By 4 Adjustable Shelves For 1980 Mm Height Body And 6 Loading Levels With 5 Adjustable Shelves For 2361Mm Height Body. -Main Body Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction: Rigid Knock Down Construction Made Of 0.8 Thick Crca Or Equivalent Grade Steel. Each Body Block Consists Of 1 Main Unit & Then Add-On Units. -Front Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose. -Back Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose. -Back Panel Made Of 0.6 Thick Crca Or Equivalent Grade Steel Fixed Together Using Machine Screws To Prevent Access To Inside Files From The Outside. -Door Frame Made Of 0.8 Thick Crca Or Equivalent Grade Steel Of 2 Vertical Door Stiffeners Providing Rigidity To The Entire Body. -Shelf Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction 12-Bend Panel Made Of 0.7 Thick Crca Or Equivalent Grade Steel Having Max Load Bearing Capacity Is 100 Kg Uniformly Distributed Per Shelf, Height Of 351Mm Between Two Shelves. The Last Loading Level For Shelf Is 1721Mm From Ground Level For 1980H Body And 2107Mm From Ground For 2361H Body. Shelves Are Mounted On Support Brackets & Shelf Level Can Be Adjusted At Approx. 25.4 Pitches. There Are 4 Adjustable Shelves Per Body For 1980H And 5 Adjustable Shelves Per Body For 2361H, Giving 5 And 6 Loading Levels For 1980H And 2361H Body Respectively. -Storage Capacity Made Of 0.8Thick Crca Or Equivalent Grade Steel Having Hinged Door Have Recessed Die Cast Handle Cum Lock With 3 Way Locking Through A Lever & Shooting Bolt And Can Hold Up To 10 Nos. Of Box Files -Under Structure Construction Welded Frame Suitably Fabricated To Bear The Loads Based On Configuration Consists Of The Main Channel, Body-Fixing Channel, U-Channel, And Z-Channel Made Of Hr Sheet 3 Mm Thick. -Under Structure Construction Finish Epoxy Polyester Powder Coat Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Movements Of The System Is Drive Type Configuration Achieved By Rotating A Pu Hand Wheel Connected To The Rollers Through A ‘Sprocket-Chain Arrangement Mounted On The Side Of The Body Covered By A 1 Mm Thick Crca Or Equivalent Grade Steel Sheet Drive Unit Cover With Dimensions 1202Mm X 398Mm X 87Mm -Rail Channels- A ‘C Section 3 Mm Thick Hr Sheet On Which Rail Ms Bright Bar Of Sq 25.4Mm Is Firmly Fixed From Bottom Using Counter Sunk Screws. The Rail Channels Are Of 3 Lengths I.E., 800Mm, 1600Mm And 2400Mm. Label Holder Is An Aluminium Extrusion Of Length 453Mm For Ld/Sd And 910Mm For Td, Fitted On To Front Cover Of Body. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Mobile Compactor Storage Unit -02 3 Bay Drive Type Compactors With 3 Bay Sd - 1 No, 3 Bay Td - 2 No, 3 Bay Sl - 1 No. -Size Of Compactor 2361H Mm X 915 W Mm X 457D Mm, 3 Bay Channel 2400 Mm - 1 No, 3 Bay Channel 800 Mm - 1 No. -Main Body : Rigid Knock Down Construction Made Of 0.8 Thick. Crca Or Equivalent Grade Steel Having 5 Loading Levels Formed By 4 Adjustable Shelves For 1980 Mm Height Body And 6 Loading Levels With 5 Adjustable Shelves For 2361Mm Height Body. -Main Body Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction: Rigid Knock Down Construction Made Of 0.8 Thick Crca Or Equivalent Grade Steel. Each Body Block Consists Of 1 Main Unit & Then Add-On Units. -Front Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose -Back Cover Made Of 0.8 Thick Crca Or Equivalent Grade Steel Which The Handles Drive Unit Having Holes On The Front Surface For Ventilation Purpose. -Back Panel Made Of 0.6 Thick Crca Or Equivalent Grade Steel Fixed Together Using Machine Screws To Prevent Access To Inside Files From The Outside -Door Frame Made Of 0.8 Thick Crca Or Equivalent Grade Steel Of 2 Vertical Door Stiffeners Providing Rigidity To The Entire Body -Shelf Finish: Antirust Surface Treatment Coated With Epoxy Polyester Powder Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Shelf Construction 12-Bend Panel Made Of 0.7 Thick Crca Or Equivalent Grade Steel Having Max Load Bearing Capacity Is 100 Kg Uniformly Distributed Per Shelf, Height Of 351Mm Between Two Shelves. The Last Loading Level For Shelf Is 1721Mm From Ground Level For 1980H Body And 2107Mm From Ground For 2361H Body. Shelves Are Mounted On Support Brackets & Shelf Level Can Be Adjusted At Approx. 25.4 Pitches. There Are 4 Adjustable Shelves Per Body For 1980H And 5 Adjustable Shelves Per Body For 2361H, Giving 5 And 6 Loading Levels For 1980H And 2361H Body Respectively. -Storage Capacity Made Of 0.8Thick Crca Or Equivalent Grade Steel Having Hinged Door Have Recessed Die Cast Handle Cum Lock With 3 Way Locking Through A Lever & Shooting Bolt And Can Hold Up To 10 Nos. Of Box Files -Under Structure Construction Welded Frame Suitably Fabricated To Bear The Loads Based On Configuration Consists Of The Main Channel, Body-Fixing Channel, U-Channel, And Z-Channel Made Of Hr Sheet 3 Mm Thick. -Under Structure Construction Finish Epoxy Polyester Powder Coat Of Approved Colour & Shade With A Dry Film Thickness Of Minimum 40 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Movements Of The System Is Drive Type Configuration Achieved By Rotating A Pu Hand Wheel Connected To The Rollers Through A ‘Sprocket-Chain Arrangement Mounted On The Side Of The Body Covered By A 1 Mm Thick Crca Or Equivalent Grade Steel Sheet Drive Unit Cover With Dimensions 1202Mm X 398Mm X 87Mm -Rail Channels- A ‘C Section 3 Mm Thick Hr Sheet On Which Rail Ms Bright Bar Of Sq 25.4Mm Is Firmly Fixed From Bottom Using Counter Sunk Screws. The Rail Channels Are Of 3 Lengths I.E., 800Mm, 1600Mm And 2400Mm. Label Holder Is An Aluminium Extrusion Of Length 453Mm For Ld/Sd And 910Mm For Td, Fitted On To Front Cover Of Body. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Magazine Stand Overall Dimensions 900Mm(W)X450Mm(D)X1830Mm(H). -Steel Periodical Display Rack Providing, Placing And Supplying Of Display Rack. -Rigid Knockdown Construction, Panels Shall Be Made From Crca Or Equivalent Grade Steel 0.6 Mm Thick -Front Frame Shall Be Made From Crca Or Equivalent Grade Steel 0.8 Mm Thick. Crca Or Equivalent Grade Steel D Grade. -There Shall Be 5 Level Racks, Suitable For Full Cape Size Magazines, Periodicals, Aesthetically Appealing Metal Tray At An Angle For Easy Viewing. -Receding Facility To Access The Storage Behind. -Uniformly Distributed Load Capacity Per Each Shelf Is 40 Kg. -Shall Be Epoxy Polyester Powder Coated To The Thickness Of 50 Microns. (Vendor To Submit Powder Coating Laboratory Test Certificate) Vendor Should Submit Detail Shop Drawing With All Dimensions. , Storage Cabinet 1 Body Made From 18Mm Plb With All The Edges Sealed With 0.8 Mm Thick Pvc Edge Band. The Shelves Is Made From 18 Mm White Plt And Edges Are Sealed With 0.8 Mm Edge Band. The Back Panel Is 9Mm White Plt Assembled With Suitable Fittings. The Bottom Shelf Is Fixed And Other Shelves Have One Step Adjustment For Optimizing The Space. -Doors Made From 18 Mm Plb With 2 Mm Edge Band On All Edges Ad A Flush Plastic Handle Is Fitted Vertically At The Centre Of The Door Having Suitable Hinges And Hdu Is Fitted With Height Adjustment And Has A Three-Point Lock. -All The Storages Are Fitted With A 6 Mm Leveller At Bottom For Levelling As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Storage Cabinet -02 Body Made From 18Mm Plb With All The Edges Sealed With 0.8 Mm Thick Pvc Edge Band. The Shelves Is Made From 18 Mm White Plt And Edges Are Sealed With 0.8 Mm Edge Band. The Back Panel Is 9Mm White Plt Assembled With Suitable Fittings. The Bottom Shelf Is Fixed And Other Shelves Have One Step Adjustment For Optimizing The Space. -Doors Made From 18 Mm Plb With 2 Mm Edge Band On All Edges Ad A Flush Plastic Handle Is Fitted Vertically At The Centre Of The Door Having Suitable Hinges And Hdu Is Fitted With Height Adjustment And Has A Three-Point Lock. -All The Storages Are Fitted With A 6 Mm Leveller At Bottom For Levelling As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Library Table 1 1650 X 600 Desk Based Modular Workstation With System Ht-750 Mm. -Partial Screens: Fabric T- Mould, 19Mm Thick Screen Of 450Mm Ht., Mounted On Studs. -Legs: Providing Metal Powder Coated Cube Leg Vertical (40X40Mm)& Rigid Support (50X30Mm). Legs Are For Standard Workstation Height Of 750Mm. All Legs Have Levelling Screws For Adjustment In Case Of Uneven Floor. -Understructure Comprising Of Metal Powder Coated Cross, Made Up Of Metal Powder Coated Finish -Wire Management: Electric Switch Plate Of 8+3 Module For Power And Data Points. -Worksurface - 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lipping Edge Banding Of Size 1650 Mm W X 600 Mm D. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Library Table -2 2400 X 1200 Providing And Placing Modular Workstation Desk Based Modular Workstation With System Ht - 750 Mm. -Legs: Providing Metal Powder Coated Cube Leg. Legs Are For Standard Workstation Height Of 750Mm. All Legs Have Levelling Screws For Adjustment In Case Of Uneven Floor. -Understructure Comprising Of Metal Powder Coated Cross, Made Up Of Metal Powder Coated Finish -Wire Management: Electric Switch Plate Of 8+3 Module For Power And Data Points. -Worksurface - 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lipping Edge Banding Of Size 2400 Mm W X 1200 Mm D. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Reception Table Work Surface Made Of 25Mm Thick Pre-Laminated Twin Board Of High Quality Wood And Approved Shade Confirming To Edge Banded With Matching 2 Mm Thick Pvc Lipping. -Wire Managementu-Access Flap Along With A Grommet Is Provided On Work Surface For Wire Management. Power Box Made With 0.8 Mm Thick Crca Or Equivalent Grade Steel, With Electric Switch Plate Of 8+3 Module Which Is Fixed With Worktop Along The Width Ataccess Flap Position. Wire Riser Made Of 0.8Mm Crca Or Equivalent Grade Steel Is Provided For Proper Wire Management. -Modesty Panel & Side Skirting - Made Of 25Mm Thick Pre-Laminated Twin Board Of High Quality Wood And Approved Shade, Edge Banded With Matching 2 Mm Thick Pvc Lipping. -Under Structure And Top Shelf - Made Of 18 Mm Thick Pre-Laminated Twin Board Of High-Quality Wood And Approved Shade, Edge Banded With Matching 2 Mm Thick Pvc Lipping - Hinge Door + Drawer Unit - Made Of 18Mm Thick Pre-Laminated Twin Board Of High Quality Wood And Approved Shade, Edge Banded With Matching 2 Mm Thick Pvc Lipping. Drawer Bottom Is Made Of 5.5Thick Mdf Whiteboard Handle Is Provided For Ease Of Opening. Hdu And Drawer Are Provided With Cam Lock For Security. -Organizer Plate Made Of 1.2Mm Crca Or Equivalent Grade Steel Is Provided For Magnetic Sticky Notes. -Bag Hanger Hook Made Of 1.2Mm Crca Or Equivalent Grade Steel Is Provided For Bag Hanging 2400 X 1770 X 870 Mm , Side Table Providing, Supplying And Placing Of Side Table. -Side Table Glass Is 10 Mm Thick Black Tinted Toughened Glass Uv Glued With Bushes Made In Ss 202 Grade Or Equivalent For Facing With Under Structure. -Under Structure Is A Welded Assembly Made In Ss202 Or Equivalent Grade -Width Of Table= 60.0 Cm, Depth=60.0 Cm, Height=34.9 Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions , Central Table Providing, Supplying And Placing Of Coffee Table. -Center Table Glass Is 10 Mm Thick Black Tinted Toughened Glass Uv Glued With Bushes Made In Ss 202 Or Equivalent Grade For Facing With Under Structure. -Under Structure Is A Welded Assembly Made In Ss202 Grade Or Equivalent -Width Of Table= 112.0 Cm, Depth=60.0 Cm, Height=34.9 Cm. Vendor Should Submit Detail Shop Drawing With All Dimensions , Round Table Circular 900Mm Providing And Placing Meeting Tables With Worktop Height - 750 Mm. Cube Legs Vertical (40X40Mm).Rigid Support-(50X30Mm) Are Available For Work Top Level 750 Mm From Base. -Worktop Is 25Mm Thick Prelaminated Particle Board With Pvc Lipping As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Table A- 750X1500 Providing And Placing Desk Based Modular Workstation With System Height - 750 Mm. -Legs Providing Metal Powder Coated Cube Leg Vertical (40X40Mm) Rigid Support (50X30Mm). Legs Are For Standard Workstation Height Of 750Mm. All Legs Have Levelling Screws For Adjustment In Case Of Uneven Floor. -Under Structure Made Up Of Metal Powder Coated Finish And The Entire Assembly Are Fixed To The Worktop. -Wire Management Will Be Provided With Electric Switch Plate Of 8+3 Module, Considered For Power And Data Points. . (Vendor To Submit Powder Coating Laboratory Test Certificate) -Metal Modesty And Wooden Modesty Are Mounted On The Worktop Perforated With The Help Of The Modesty Mounting Brackets At 400 Mm From Ground. -Worksurface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lipping Edge Banding Of Size 1500X 750 Mm For Main Table As Per Order. Vendor Should Submit Detail Shop Drawing With All Dimensions , Meeting Table Eight-Seater 2350 X 1150 Mm Work Top Made Of 25Mm Thick Pre-Laminated Twin Board Of High-Quality Wood; Edge Banded With Matching 2 Mm Thick Pvc Lipping. Access Panels Provided With Soft Closing Hinges. -Under-Structure Consists Of Mixture Of 25Mm And 18Mm Pre-Laminated Twin Board Of High-Quality Wood; Edge Banded With Matching 2 Mm Thick Pvc Lipping. Access Panels Provided With Soft Closing Hinges. Aluminium Alloy 63400 Or Equivalent - Wp Profile Is Added At Bottom Edges For Improving The Aesthetics. -Wire Management Will Be Provided With Electric Switch Plate Of 8+3 Module, Considered For Power And Data Points. Beside Each Cut-Out, An Additional Cut-Out With Plate Is Provided For Mounting Audio-Visual Cables (E.G. Hdmi, Vga-A, Etc.) Vendor Should Submit Detail Shop Drawing With All Dimensions , Table B Supplying And Placing In Position Main Table, Of Dimension 1800X2100X750 Mm. -Primary Work Surface Made Of 25Mm Thick Mdf One Side Pre-Laminate Board With 0.4Mm Pvc. -Secondary Work Surface Made Of 25Mm Thick Mdf One Side Pre-Laminate Board With 0.4Mm Pvc. -Under Structure Made Of 25Mm Thick Pre-Laminated Twin Board Of High Quality Wood, Edge Banded With Matching 2 Mm Thick Pvc Lipping. Integrated Pedestal Made Of 25Mm Thick Pre-Laminated Twin Board Of High-Quality Wood, Edge Banded With Matching 2 Mm Thick Pvc Lipping.  Drawer Fronts Made Of 25Mm Thick Mdf One Side Pre-Laminate Board With 0.4Mm Pvc Membrane Pressed On To Top. Pedestal Construction Is Box-Box-File Type Which Uses Powder Coated 400 Mm Long Metal Panel Drawer Slides. Drawer Extension Is 325 Mm. Drawers Have A Soft Closing & Anti Slam Mechanism. Handles Are Provided For Ease Of Opening. Pedestals Are Provided With Lock For Security. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Modular, Space-Optimizing Desk With Bench N (Three-Seater Curved) Providing, Supplying And Placing Of Desk Cum Bench N Seater Product Which Provides An Elegant, Modular Solution With 360-Degree Swivel Seat For Easy Entry/Exit And Height-Adjustable -Legs Are Made Of Ms Erw Or Equivalent Tube Section Of Size 75X25X2 Mm Thick Oval Tube With 5 Mm Thick Hr Bracket Sand 2Mm Thick Crca Or Equivalent Grade Steel Brackets On To The Tubes. -Assembly Is Powder Coated With Epoxy Polyester. Leg Height Varies From 705 To 1005 In Pitch Of 50 As Per Layout. Sturdy Anchoring By Anchor Bolts On To Base Of 8Mm Thick Plate For Proper Resting Of Leg. Shoe Made Of Nylon Are Provided At The Bottom For Covering The Base Plate. -Two Side Clads Made Of E18 Mm Thick Plate With 0.8Mm Thick Pvc Lapping And On The Outside Covered With Welded Metal Structure Made Of 2 Mm Thick Crca Or Equivalent Grade Steel Powder Coated With Epoxy Polyester. -Worktop Are Made Of 25 Mm Thick Pre-Laminated Board Of High-Quality Wood; All The Edge Of Work Surface Should Provide With Machine Pressed 2 Mm Thick Pvc Edge Band Glued With Hot Melt Glue. -Seat Has Self-Closing Mechanism. Seat Under Structure Is Made From Combination Of Welded Fabricated Structure Of 5Mm Thick Hr And 8Mm Thick Ply With Moulded Pu Foam Of Density 55 Kg/Cu.Mtr. With Stitched Fabric Made Of Leatherette Or Foam Back Fabric. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Seat Back Is Made From Combination Of 8Mm Thick Ply With Moulded Foam On Top Which In Turn Is Covered With Stitched Upholstery Made Leatherite As Per Or Foam Back Fabric. (Vendor To Submit Foam Density And Hardness Laboratory Test Certificate) -Seat Support Frame Is Made From Combination Of Ms Erw Or Equivalent Grade Tube Section Of Size 80X40X2.5 Mm Thick Rectangular Tube And Ms Erw Tube Section Of Size 48X19.1X2 Mm Thick Oval Tube Welded Together. Assembly Is Powder Coated With Epoxy Polyester. -Modesty Is Made Of 25Mm Thick Pre-Laminated Twin Board Of High-Quality Wood, All The Edge Of Modesty Are Provided With Machine Pressed 2 Mm Thick Pvc Edge Band Glue With Hot Melt Glue. Vendor Should Submit Detail Shop Drawing With All Dimensions . , Table C 1650X600X770Mm Providing, Supplying And Placing Of Conference Table With Product Size 1650 X 600 X 770Mm -Worktop Should Be Made Of 25Mm Thick High-Quality Wood, Edges Shall Be Provided With Machine Pressed 2 Mm Thick Pvc Lipping Glued With Hot Melt Eva Glue. -All Tables Are Provided With Heavy Duty Table Connector Made With Metal Integrated Engineering Plastic. -Modesty Should Be Made Of 15Mm High Quality Wood, Edges Shall Be Provided With Machine Pressed 2 Mm Thick Pvc Lipping Glued With Hot Melt Eva Glue. -Recta Table Modesty Is Provided With A Latch Made Of 2Mm Thick Crca Or Equivalent Grade Steel And Is Powder Coated With Min 45-Micron Thickness Of Epoxy Polyester Coating. Latch Is Fixed With Knurled Bush Made Of 20Mm Dia Ms Rod In A Black Finish. Latch Can Be Used To Align Modesty If Two Or More Recta Tables Are Connected Side By Side. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Modesty Is Provided With Rubber Stopper Made Of Tpe Rubber To Reduce Banging While Folding Table. -Legs Should Be Made By Welding The Combination Of Ms Erw Or Equivalent Grade Round Tube Ø63.5 X 2Mm Thick, Flanges Made Crca Or Equivalent Grade Steel Sheet Of 1.6Mm Thick And 1.2Mm Thick Inside Plates Made Of Hr 5Mm Thick Sheet. Assembly Is Epoxy Polyester Powder Coated (Min 45 Micron). -Legs Are Provided With Casters Of Ø65 Mm Lockable Type For Ease Of Movement And Can Be Locked When Required At Any Position. Each Castor Is Also Provided With 2 Knurled Disk Of 50Mm Dia And 5 Mm Thick Made Of Ms Bar With Zn Black Finish For Levelling Adjustment Of 10Mm.. -Table Top Connected With Spring Loaded Mechanism With Pull Handle Made Of Ms Erw Ø16X1.2Mm Thick With An Insert Tube Of Ø12.7X1.6Mm Thick Tube. Coated With Epoxy Polyester Powder Coated (Min 45 Micron) To Operate Table Top. (Vendor To Submit Powder Coating Laboratory Test Certificate) -Table Top With Modesty Folds Upside At Offset Centre Pivot Provided On Support Bracket Which Is Aluminium Alloy Pressure Die Cast Part Coated With Epoxy Polyester Powder Coat (Min 45 Micron). Modesty Is Connected To Worktop With 90 Deg Rotating Hinge Made Of Engineering Plastic. -All Type Of Tables Are Provided With Power Box Which Has Two Universal Power Socket Of 2 Annual Periodical Maintenance Each, One Switch Of16 Annual Periodical Maintenance And 1 Fuse Of 4 Annual Periodical Maintenance With 1000Mm Cable With Male And Female Gst Connector. -All Tables Are Provided With Wire Channel And Wire Clip Made Of 1.2Mm Thick Spring Steel And Is Powder Coated With Min 45 Micron Thickness Of Epoxy Polyester Coating (Vendor To Submit Powder Coating Laboratory Test Certificate) Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation L Type Providing And Placing Desk Based Modular Workstation With System Height - 1200 Mm. -Partial Screens: Fabric T- Mould, 19Mm Thick Screen Of 450Mm Ht., Mounted On Studs. -Legs Providing Metal Powder Coated Cube Leg. Legs Are For Standard Workstation Height Of 750Mm. -Under Structure Made Up Of Metal Powder Coated Finish And The Entire Assembly Is Fixed To The Worktop. -Wire Management Will Be Provided With Electric Switch Plate Of 8+3 Module, Considered For Power And Data Points. -Worksurface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lapping Edge Banding Of Size 1500X1500X600 Mm. -Metal And Wooden Modesty Are Mounted On The Worktop With The Help Of The Modesty Mounting Brackets. -Nova Free Standing Pedestal With Flat Metal Front Of Size 390W X 435D X 646Ht, 1Dr = 1 Box + 1 File, Central Locking. Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation 2 -900X600Mm Providing And Placing High-Functionality, Modular Office Workstation System & Tile Based Modular Workstation, With Partition Thickness As 52.4 Mm Thick And Ht - 1200 Including Powder Coated Aluminium Trims. -Fin Are 22.5 Mm Thick Panel Which Are 18 Mm Thick Ply Boards Wrapped With Fabric At Intermediate Level. Top Block Finished In Fabric Finish. Bottom Block Is Finished In Metal Finish. -Wire Management: Wires Shall Be Taken Into The System Through Cable Ducts From The Junction Boxes And It Is Carried Up To The Panels Through Concealed Conduits Inside The Blocks. -Half Screen With Frame At Intermediate Position Between 2 People And At The End Above Worktop In Fabric Finish. -Metal Powder Coated Legs At The End And Shared Condition. System Shall Also Have 120 Mm High Powder Coated Standalone Panel Legs To Give The System An Elevated Look. All Partitions And Side Panels Have Levelling Screws For Adjustment In Case Of Uneven Floor -Work Surface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lapping Edge Banding Of Size 900 Mm W1 X600 Mm D As Per Order. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Workstation 3- 900X600Mm Providing And Placing High-Functionality, Modular Office Workstation System & Tile Based Modular Workstation, With Partition Thickness As 52.4 Mm Thick And Ht - 1050Mm Including Powder Coated Aluminium Trims. -Fin Are 22.5 Mm Thick Panel Which Are 18 Mm Thick Ply Boards Wrapped With Fabric At Intermediate Level. Bottom Block Is Finished In Metal Finish. -Wire Management: Wires Shall Be Taken Into The System Through Cable Ducts From The Junction Boxes And It Is Carried Up To The Panels Through Concealed Conduits Inside The Blocks. -Half Screen With Frame At Intermediate Position Between 2 People And At The End Above Worktop In Fabric Finish. -Metal Powder Coated Legs At The End And Shared Condition. System Shall Also Have 120 Mm High Powder Coated Standalone Panel Legs To Give The System An Elevated Look. All Partitions And Side Panels Have Levelling Screws For Adjustment In Case Of Uneven Floor -Work Surface Of 25 Mm Thick Prelaminated Particle Board With Flat Pvc Lapping Edge Banding Of Size 900 Mm W1 X600 Mm D As Per Order. -Vendor Should Submit Detail Shop Drawing With All Dimensions. , Main Table 1650 X 750, Eru- 1200W X 450D With Pedestal Modular Desk-Based System Of Height 750 Mm. -Cube Legs Are Fabricated By Argo Shield & Have A Square Section. Cube Legs(40X40Mm) And Rigid Support (50X30Mm) Are Available For Work Top Level 750 Mm From Base. -Wire Management: Single Power Box With Raiser For Manager Modules, Single Tables (8+3 Anchor Roma). Soft Closing Access Flap With Brush. -Metal Modesty Is Made From 0.8 Mm Thick Crca Or Equivalent Grade Steel. Metal Modesty Is Mounted On The Worktop With The Help Of The Modesty Mounting Brackets. -Worktop Of 25Mm Thick Prelaminated Particle Board With Pvc Lapping. -Nova Free Standing Pedestal With Flat Metal Front Of Size 390X435X646 Mm, 1Dr = 1 Box + 1 File, Central Locking. Vendor Should Submit Detail Shop Drawing With All Dimensions , Modular, Space-Optimizing Desk Legs Are Made Of Ms Erw Or Equivalent Grade Tube Section Of Size 75X25X2 Mm Thick Oval Tube With 5 Mm Thick Hr Brackets And 2Mm Thick Crca Or Equivalent Grade Steel Brackets Welded On To The Tubes. Assembly Is Powder Coated With Epoxy Polyester. Leg Height Varies From 705 To 1005 In Pitch Of 50 As Per Layout. Sturdy Anchoring By Anchor Bolts On To Base Of 8Mm Thick Plate For Proper Resting Of Leg. -Shoe Made Of Nylon Are Provided At The Bottom For Covering The Base Plate. -Two Side Clads Made Of 18 Mm Thick Plate With 0.8Mm Thick Pvc Lapping And On The Outside Covered With Welded Metal Structure Made Of 2 Mm Thick Crca Or Equivalent Grade Steel Powder Coated With Epoxy Polyester. -Worktop Are Made Of 25 Mm Thick Pre-Laminated Board Of El-P2 Grade And Approved Shade. All The Edge Of Work Surface Are Provided With Machine Pressed 2Mm Thick Pvc Edge Band Glued With Hot Melt Glue. -Modesty Is Made Of 25Mm Thick Pre-Laminated Twin Board Of E1-P2 Grade And Approved Shade. All The Edge Of Modesty Are Provided With Machine Pressed 2 Mm Thick Pvc Edge Band Glue With Hot Melt Glue As Per Order. -Vendor Should Submit Detail Shop Drawing With All Dimensions.
Contract Date: Jun 06, 2026 Contract Value : 6.64 Crore
Government Departments No of Bidders 8
Maharashtra View Result →
Contract Date: Ref. Documents Contract Value : 2.70 Crore
Government Departments No of Bidders 8
Contract Date: Ref. Documents Contract Value : 15,749
Government Departments No of Bidders 5
Uttar Pradesh View Result →
Contract Date: Ref. Documents Contract Value : 10.74 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 7
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