View Bid Results For Wind Energy Generation Project Tenders

We found 18 Bid Results related to wind energy generation project tenders. You can find Contractor details who won wind energy generation project tenders along with contract details in Bid awards announcements section.

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1.
Educational and Research Institute #11299551 Price Bid
Tender For Supply Of Library Books , Library Books (Refer Nit) , Industrial Safety And Human Behaviour Kaila 9788174734532 , Engineering Mechanics Vela Murali Bks456005 , Earthquake Resist Design Structural Shashikant Dugg Bks643652 , Surveying And Levelling Subramanian 9780198085423 , Practical Railway Engineering, 2Nd Ed Clifford Bonnett 9780000990136 , Geographic Information Systems Gis For Disaster Management 2Ed Brain 9781032552460 , Design Of Structural Elements Chanakya 9781138046436 , Wind Loading Of Structures 3Rd Edition John D. Holmes 9780367241803 , Structural Analysis 3/Ed Menon 9788184877342 , Concrete Pipes And Pipelines Joshi Bks426990 , Strength Of Materials Basavarajaiah 9788173714580 , Geotechnical Engineering Debashis Moitra 9788173719905 , Textbook Of Environmental Studies For Undergraduate Courses 3 Ed Bharucha 9789389211788 , Intelligent Transportation Systems Srinivasa Kumar 9788195400928 , Transportation Engineering Srinivasa Kumar 9789389211160 , Structural Analysis With Finite Elements Hartmann 9788132208945 , Strength Of Materials Vol 1 Binu Sukumar 9789388005029 , Geospatial Technology Dwivedi 9789380381480 , Heavy Metal And Metalloid Contamination Of Surface And Underground Water Gupta A. 9781032728582 , Fundamentals Of Environmental Engineering Danny D Reible 9781566700474 , Computer-Aided Highway Engineering S Goswami 9781032728483 , Fundamentals Of Hydrology Davie 9781032251936 , Highwall Mining : Applicability, Design & Safety Porathur J. L. 9781032728919 , Environmemtal Pollution Control Engineering 4Ed Rao 9788122472288 , Plane Surveying 3Ed Chandra 9788122438802 , Design Of Reinforced Cement Concrete Vol 1 Structural Elements Bhavikatti 9788122440515 , Strength Of Materials, 2/Ed Jindal 9789352861521 , Fundamentals Of Hydraulic Engineering Sy Houghtalen 9789332507593 , Geotechnical Engineering Coduto,Yeung 9789332587427 , Strenth Of Materials Jindal 9788131759097 , Dynamics Of Structures 2Nd Ed Jain 9789357059350 , Finite Element Method With Cd Eldho Desai Shah 9788131724644 , Soil Mechanics And Foundation Engineering Purushotama Rai 9788131790816 , Engineering Mechanics - Statics & Dynamics Shames Rao 9788177581232 , Dynamics Of Structures In Si Unites 5Ed Chopra 9789353945251 , Elementary Engineering Hydrology Deodhar 9788131708057 , Environmental Studies Basak 9788131721186 , Introduction To Finite Elements In Engineering 5/E Tirupathi 9781009461818 , Strength Of Materials Rao 9781108454285 , Plumbing Engineering Nikhil Anthony 9788119365128 , Fundamental Of Ground Improvement Engi Prof.Dr.R.K. Khit 9788195916948 , Surveying And Levelling : Part - 1 Kanetkar Kulkarni Bks644037 , Surveying And Levelling : Part - 2 Kanetkar Bks644038 , A Textbook Of Strength Of Materials Rajput 9789355010704 , Building Construction Bhavikatti 9789325960794 , Fundamental Of Reinforced Concrete Chandra Bks498526 , Irrigation Engineering And Hydraulic Structures Sharma Bks535826 , Surveying I Anne Mary 9788183717304 , Highway Engineering Subramanian 9788183716888 , Strength Of Materials Bansal Bks534222 , Reinforced Cement Concrete Design (Reinforeced Concrete Structures) Punima 9788131809426 , Building Construction Rangwala Bks502124 , Civil Engineering Drawing Rangwala Bks440591 , Soil Mechanics & Foundation Engineering Modi 9788189401306 , Engineering Materials Rangwala Bks385325 , Bridge Engineering Rangwala Bks554100 , Harbour Dock And Tunnel Engineering Srinivasan Bks502125 , Solid Hazardous Watse Management 2Ed Rao 9789389354621 , Textbook Of Remote Sensing And G.I.S 4Ed Reddy 9789381075975 , Reinforced Concrete Design P.B Sharma 9789391910419 , Energy Environment Ecology And Society Anil Kumar 9788178002576 , Solved Problems In Geotecnical Engineering Sharma 9789395038478 , Highway Engineering Suganthi Bks411034 , Highway And Railway Engineering Santhanam Bks638485 , Construction Materials & Tech Mathankumar Bks638450 , Prefabricated Structures Soundrarajan Bks638488 , Structural Analysis-I Santhanam Bks479564 , Green Building Design Molykutty Bks503088 , Irrigation Engineering Basak 9780074635384 , Estimating Construction Costs Peurifoy 9780071239455 , Design Of Steel Structure Duggal 9780070260689 , Concrete Technology Gambhir 9781259062551 , Engineering Mechanics Timoshenko 9781259062667 , Flow In Open Channels Subramanya 9789353166298 , Reinforced Concrete Design 4Ed Pillai 9789354601026 , Surveying Vol - Ii 5Th Edn Duggal 9789353167523 , Surveying And Levelling Basak 9789332901537 , Prestressed Concrete 6Ed Krishna Raju 9789387886209 , Fluid Mechanics White 9789355322043 , Strength Of Materials Rattan 9789385965517 , Surveying Vol - 1 Duggal 9789353167509 , Environmental Studies-3Ed Joseph 9789352605170 , Construction Planning, Equipment Peurifoy 9780070706996 , Fluid Mechanics Fundamentals And Applic Cengel 9789353166212 , Schaums Outline Of Finite Element Analysis Buchanan 9789389691375 , Wind Energy Theory And Practice 3Ed Ahmed Bks662294 , Bituminous Road Construction In India Kandhal 9789391818821 , Mechanics Of Composite Structures Vasiliev 9781138582101 , Satellite Towns In Neometropolitan Development In India Amit Chatterjee 9789811932052 , Sustainable By Design Walker 9781032973685 , Management Of Quality In Construction Ashford 9781138607163 , Disaster Managament 2/Ed Pandey 9789357461610 , Remote Sensing And Image Interpretation Thomas Lillesand 9789354642104 , Composite Structures Of Steel And Concrete 3Ed Johnson 9788126539819 , Strength Of Materials 2Nd/Ed Debabrata Nag 9788126534876 , Reasoning Ability And Quantitative Aptitude Tcy Online 9788126559008 , Green It Strategies And Applications Using Envir Intell Bhuvan Unhelkar 9781032054025 , Bioenergy For Sustainability And Security Behera 9789381891438 , Textbook Of Engineering Geology Annadurai 9789385259937 , Structural Dynamics Mukhopadhyay 9788180520907 , Matrix And Finite Element Analysis Mukhopadhyay 9788180520754 , Irrigation Engineering & Hydraulic Structures Suresh 9789383656899 , Strength Of Materials 2Ed Vendateshan 9789383656646 , Concrete Technology Job Thomas 9788131526682 , Steel Design Segui 9788131526651 , A First Course In The Finite Element Methods Logan 9789353507855 , Civil Engineering Materials Sivakugan Tuladhar 9789386650382 , Soil And Water Conservation Engineer Fangmeier 9788131524985 , Principles Of Foundation Engineering 9Th Ed Das 9789355738110 , Elements Of Civil Engineering Balasubramanya 9789387511576 , Soil Mechanics & Foundation Engineering Huat Prasad 9788131529591 , Principles Of Foundation Engineering Das 9789386650955 , Analysis Of Structures On Elastic Tsudik 9788131518953 , Strength Of Materials : Mechanics Gupta 9789355737717 , Steel Design With Mt Segui 9789386650887 , Prestressed Concrete Structures, 6Ed Dayaratnam 9788120417915 , Fundamentals Of Reinforced Cement Concrete Designs Gahlot 9789385915611 , Instrumental Methods Of Analysis Willard 9788123909431 , Tb Of Soil Mechanics And Foundation Engineering:Geo Technical Engg Murthy 9788123913629 , Civil Engineering Through Objective Type Questions 3Ed Gupta 9788123907970 , Advanced Reinforced Concrete Design 3Ed Raju 9788123929606 , Design Of Reinforced Concrete Structures 4Ed Dayaratnam 9788120414198 , Structural Dynamics Paz 9788123909783 , Modern Prestressed Concrete Libby Bks465269 , Textbok Of Solid Wastes Managemnt Khan 9788123909448 , Analysis & Design Of Substructures, 2Ed Swami Saran 9788120417007 , Building Repair And Maintance Management Gahlot 9788123912431 , Advanced Foundation Engineering Murthy 9788123915067 , Modern Construction Management 7Ed Harris 9788126572298 , Groundwater Hydrology Rushton 9788126539772 , Textbook Of Highway And Traffic Engineering Saxena 9788123924175 , Airport Engineering Saxena 9788123915500 , Construction Dewatering And Groundwater Control 3Ed Powers 9788126541669 , Quality Management Of Cement Concrete Construction (Pb) Gahlot 9788123916989 , Tb Of Water Supply And Sanitary Engineering Husain 9788120416833 , Design Of Bridges 5Ed Raju 9788120417984 , Essentials Of Bridge Engineering 6Ed Victor 9788120417175 , Building Construction Handbook Chudley 9789381269169 , Design And Construction Of Concrete Shell Roofs Ramasamy 9788123909905 , Strength Of Materials, Vol-Ii:Advanced Theory And Problems Timoshenko 9788123910772 , Construction And Project Managment 2Ed (Pb 2018) Krishnamurthy 9789386217790 , Water And Wastewater Calculations Manual 2Ed Lin 9789353162863 , Design Of Stell Structures Abu-Saba 9788123905389 , Prestressed Concrete Problems And Solutions Raju 9788123925424 , Water Resources And Irrigation Engineering Ganesaguru Bks588955 , Dam Engineering Asthana 9789381891469 , Sedimentary Rocks In The Field A Colour Guide Stow 9781874545699 , Soil Mechanics Basic Concepts & Engineering Aysen 9780415383936 , A Tb Of Fluid Mechanics And Hydraulic Machines Bansal Bks493063 , Intelligent And Sustainable Cement Production Chatterjee A.K. 9781032728445 , Total Quality Management 5Ed Besterfield 9789353066314 , Matrix Methods Of Structural Analysis Kothandaraman 9789357059190 , Hydraulics And Fluid Mechanics Hydraulic Machine Modi , Seth Bks291963 , Limit State Design Of Steel Structures Duggal 9789353164874 , Schaums Outline Of Reinforced Concrete Everard 9789389538656 , Earthquake Resistant Design Of Structures Agarwal Bks344533 , Building Materials Varghese 9788120350915 , Total Quality Management 2Ed Mukerjee 9788119364299 , Principles Of Geotechnical Engineering 10 Th Ed Das 9789355738103 , Building Materials Products Properties And Systems Gambhir 9780071077606 , Gate 2025 Civil Engineering - Guide By Gkp C L Educate 9789356817593 , Gate 2025 Mechanical Engineering Guide Gkp 9789356817746 , Engineering Design Dieter 9789355322258 , Economics And Principles Of Management Vinoth Kumar 9788194244646 , Vector Mechanics For Engineers Dynamics Beer 9789353166656 , Aviation Maintenance Management Kinnison 9780071076838 , Theory Of Machines S S Rattan 9789353166281 , Turbomachinery Dubey 9789353161156 , Engineering Mechanics 4/E Kumar 9780070681811 , Modern Compressible Flow: With Historica Anderson 9789355320070 , Programming In Matlab Patel Mittal 9789332524811 , Finite Element Analysis Moaveni 9788131760642 , Non Conventional Energy Resources Sobh Nath Singh 9789332543577 , Additive Manufacturing And 3D Printing Technology Awari Thorat 9781041049562 , Practical Guide To Vehicle Refinishin Woodstock 9781032963570 , The Internet Of Mechanical Things The Iot Framework Sami Salama Hussen 9781041038573 , Energy Storage Systems And Components Alfred Rufer 9781041049470 , Metal Cutting Theory & Practice Stephenson 9780824758882 , Classical Mechanics Problems And Solutions Carolina C Llie 9781032983608 , Product Design Baxter 9781032967882 , Thermal Measurements & Inverse Tech Orlande 9781439845554 , The Induction Machines Design Handbook Boldea Bks331229 , Modeling And Control Of Engineering Systems Clarence W. De Silva 9781420076868 , Fundametals Of Production Planning And Control Chapman 9788131717394 , Applied Thermodynamics For Engineering Technologist 5Ed Eastop 9788177582383 , Classical Mechaincs Goldstein 9788131758915 , Introduction To Robotics Saha 9789355326461 , Thermodynamics-Basc And Applied Ganesan 9789353161279 , Ethics In Engineering 5/Ed Martin 9789355325075 , Digital Marketing Chaarlas 9788119243983 , Non Conventional Energy Resources Khan 9789352601882 , Supply Chain Logistics Management Bowersox 9789353162580 , Mechanical Metallurgy Appuraj Thiyagrajan Deiter 9781307834840 , Schaums Outline Of Continuum Mechanics Mase 9789389691283 , Schaums Outline Of Statics And Mechanics Of Materials Nash 9789389691399 , Maleev & Hartmans Machine Design 6Ed Grover 9788123926322 , Mass Transfer Theory And Applications Narayanan Bks440952 , Manual Of Fire Safety Prakash 9788123919904 , Gpropulsion Systems For Space Applications Satyanarayana 9789395038553 , Mechanics Of Materials Si Version 5Ed Philpot 9789354643293 , Introduction To Robotics 3/Ed Niku 9789357461306 , Advanced Mechanics Of Materials 6Ed Boresi 9788194726395 , Design And Analysis Of Experiments Douglas & Montgomery 9788126540501 , Machine Component Design Robert C.Juvinall 9788126559732 , Callisters Materials Science And Engineering, 2Nd Ed Balasubramaniam 9788126541607 , Process Dynamics And Control 4Ed Dale Seborg 9789354248429 , Engineering Optimization Theory And Practice 5Ed Rao 9789357461238 , Principles Of Modern Manufacturing Si Version Groover 9788126573059 , Convective Heat And Mass Transfer South Asian Edi Mostafa Ghiassiaan 9781107511811 , Continuum Mechanics Jog C S 9781108437141 , Singers Engineering Mechanics Statics & Dynamics ( Si Units ) 3Ed Vijay Kumar 9788178002194 , Analytical Mechanics Fowles 9788131501115 , Thermal Sciences Potter Scott 9788131529461 , Physical Metallurgy Principles Abbaschian 9788131520697 , Additive Manufacturing Technology Hari Prasad 9789353500481 , Computational Fluid Dynamics & Heat Ghosh Dastidar 9788131533079 , Internet Mrketing With Mt Zahay 9789355734570 , Mechanical Vibrations Theory And Applications Kelly 9788131526033 , Mechanics Of Materials, Enhanced Edi Goodno--Gere 9789355737847 , Fundamentals Of Mechatronics Jouane 9788131526026 , Mechanics Of Materials Strength Of Materials Pilli/Bala 9789386668509 , Workshop Manufacturing Practices Ai Juneja 9789387994614 , The Finite Elements Methods - Its Basis & Fundamentals 7/Ed Zienkiewiez 9789351071587 , Automation And Collaborative Robotics (Dp) Mathews 9781484277102 , The Robotic Process Automation Handbook : A Guide To Implementing Ri Systems Taulli 9781484275306 , Materials Selection In Mechanical Design 5Ed Ashby 9789351073864 , Industry 4.0 : The Industrial Internet Things Gilchrist 9781484249703 , The Finite Element Method A Practical Course 2Ed Liu 9789351071594 , Elasticity-Theory, Applications & Numerics 2Ed Sadd 9789351072270 , Energy Resources And Their Utilisation R.K. Khitoliya 9789394917040 , Workshop Theory And Practice Delilah Sam 9788119365098 , New Persp. In Hybrid Vehicle Technology Samual Rodrigues 9788119365418 , Natural Gas Engineering Selvin 9788119365197 , Machine Shop Theory Samual Rodrigues 9788119205639 , Applied Mechanics Laboratory Samual Lobo 9788119365760 , Robotics: Emerging Opportunities Adrian Dsilva 9788119523702 , Advances In Hypersonic Vehicles Samual Rodrigues 9788119365500 , Machine Elements Samual Rodrigues 9788119205691 , Work And Energy Parth Chavda 9788119365234 , Design Thinking : A Comprehensive Textbook Tiwari 9789357468640 , Welding Technology Sanfras Monteiro 9788119523023 , Combustion Engineering Samual Rodrigues 9788119205943 , Fluid Machinery Noel Vincent 9788119365029 , Renewable Energy Roy 9789384007157 , Engineering Graphics Using Autocad 7/Ed {Pb} Elanchezhian C 789387938564 , Introduction To Micromachining 2Ed Jain 9788184873610 , A Systems Approach To Automotive Technology Erjavac 9788131512111 , Emotionally Intelligent Design Pavliscak 9789352138029 , Mechanics Of Solids Binu Sivakumar 9789380381671 , Mechanics Of Solids Christian Johnson 9789385983085 , Jet Engines Jaganathan 9789380381497 , Essentials Of Management, 11Ed Koontz 9789353168148 , Disaster Management Subramanian Bks481407 , Engineering Fluid Mechanics Kumar Bks613447 , A Textbook Of Fluid Mechanics Rajput Bks648302 , A Textbook Of Thermal Engineering ( Lpspe ) Khurmi Bks613483 , Materials Science And Engineering Raghavan 9788120350922 , Engineering Economics 2Nd Ed Panneerselvam Bks661039 , A Tb Of Theory Of Machine Gupta R Khurmi Bks408347 , Energy Security And Sustainability Shukla A. 9781032728926 , Mechanical Engineering Jain Bks554131 , Engineering Materials And Metallurgy Annamalai 9789386235046 , Kinematics Of Machinery Baskar Bks462932 , Thermal Engineering Swaminathan Bks638475 , Engineering Materials And Metallurgy Baskar Bks638439 , Lean Manufacuring Kalyana Chakravarthy Bks638464 , Elements Of Mechanical Engineering Singh Bks448529 , Fundamentals Of Manifacturing Engineering Singh 9789380156002 , Strength Of Machine Elements Ghorpade 9789384726003 , Observability Engineering Achieving Production Excellence Majors 9789355422996 , Research Methodology 5Ed Kothari 9789389802559 , The Automotive Body Vol 2 Morello 9788132208884 , Kinematics Of Machines Kumar 9789388005425 , Essentials Of Heat And Fluid Flow In Porous Media Narasimhan 9789382127215 , Analysis Of Composite Structures Decolon 9789380931463 , Theory Of Elasticity Chandramouli 9789380381633 , Principles Of Composite Material Mechanics 3Ed Gibson Bks380369 , Introduction To Combustion Engineering Basic And Applied Amitava Sarkar 9789357053129 , Textbook Of Finite Element Analysis Seshu Bks414440 , Engineering Thermodynamics Savithiri Bks442773 , Automobile Engineering Vol-Ii Kirpal Singh 9788180142512 , An Introduction To Mechanical Engine 4Ed Wickert Lewis 9789353507473 , Welding Engineering & Technology Parmar Bks53191 , Manufacturing Technology Vol 1-Foundry Forming Rao 9789353160500 , Manufacturing Technology Singh 9789381162385 , Dynamics Of Machines Balaguru 9789386668608 , Unconventional Machining Vivekanandhan Bks613041 , Basic Civil And Mechanical Engineering Shanmugam 9789355329547 , Engineerin Drawing 2Ed Shah / Rana 9788131710562 , Materials For Engineers And Technicians 7Ed Bolton 9781032973722 , Fuel Cell Technology Handbook Hoogers Bks333321 , Robots And Robotics Miller 9789387572966 , Non Destructive Testing And Materials Vivekanandhan Bks476859 , Engineering Mechanics Nelson 9780070146143 , Engineering Tribology 4Ed Stachowiak 9789351071679 , Materials Selection In Mechanical Design 5Ed Ashby 9789351073864 , Automobile Engineering Ayyappan Karthikeyan Bks464418 , Thermal Engineering Swaminathan Bks638475 , Automobile Engineering Babu Singh Bks587323 , A Textbook Of Production Technology Sharma Bks479783 , A Textbook Of Mechatronics Rajput Bks554009 , Automobile Engineering Jain 9780070445291 , Engineering Mechanics Statics & Dynamics Khanchani 9788180521089 , Basic Mechanical Engineering Prabhu 9788183715737 , Powder Metallurgy Ramakrisnan 9789381714485 , Additive Manufacturing Technology Hari Prasad 9789353500481 , Switching And Finite Automata Theory Jha 9780521176804 , Introduction To Mechanics 2Nd Ed Mahendra K Verma 9788173719813 , Basic And Applied Thermodynamics - A Ready Recknor Bhat 9789388005074 , Basic Refrigeration And Airconditioning 4Ed Ananthanarayanan 9781259062704 , Engineering Mechanics Applied Mecha Gupta 9789353505240 , Mechatronics Sathish Kumar Bks476759 , Automobile Engineereing Vol I Singh Bks247106 , Process Planning And Cost Estimating Selvakumar Bks480422 , Non Conventional Energy Resources Sawhney 9788120346093 , Non Conventional Energy Resources Sobh Nath Singh 9789332543577 , Introduction To Micromachining 2Ed Jain 9788184873610 , Vector Mechanics For Engineers Statics/Dynamics (Sie) Beer 9789353166625 , Fluid Mechanics &Hydraulics Rev &Updated Edn Ukarande 9789381162538 , Mechanical Measurements - Revision 6Ed Beckwith 9789353945633 , Vibration Monitoring Testing And Instrumentation C W.De Silva 9781032292137 , A Treatise On Turbomachines Gopalakrishnan Bks321517 , Construction Materials Vs Karthikeyan Bks476834 , Design Of Machine Elements Bhandari 9789390177479 , Mechanical Vibrations Bhava 9788131732489 , Design Of Transmission Systems Baskar Bks476758 , Engineering Materials And Metallurgy Baskar Bks638439 , Manufacturing Technology Vivekanandhan Bks638476 , Design Of Machine Elements Arunraja Bks638441 , Mechanical Vibrations Nag 9788126530908 , Power Plant Engineering Dhanasekar Bks505300 , Statistical Quality Control A Modern Introduction 6Ed Montgomery 9788126525065 , Additive Manufacturing Technologies Shiva Ahuj Shukla 9789357462419 , Hydraulics And Pneumatics Dixon Bks638479 , Engineering Principles Of Ground Modification Hausman 9789351341871 , Engineering Thermodynamics 6Ed Nag 9789352606429 , Refrigeration And Air Conditioning Arora 9789390385843 , Enterprise Resource Planning 4Th Edn Leon 9789353167820 , Foundations Of Material Science And Engg 6Th Edn Smith 9789355322173 , Shigleys Mechanical Engineering Design Budynas 9789390219636 , General Studies Paper - I ( 2025 ) Mhe 9789355327796 , Erp Demystified 3/Ed Leon 9789383286676 , Heat And Mass Transfer 6Ed Cengel 9789390185283 , Engineering Noise Control: Theory And Practices 4Ed Bies 9780415487078 , Rapid Prototyping And Engineering Applications Frank W.Liou 9781138569577 , Strength Of Materials Vol Ii Binu Sukumar 9789388005418 , Mechatronics A Foundation Course Clarence W.De Silva 9781138569553 , Design And Analysis Of Randomized Algorithms Hromkovic 9788132231592 , Metrology And Measurements Annamalai 9789388005463 , Fluid Mechanics And Machinery Molykutty 9789391549725 , Micro Electro Mechanical System Design Allen 9780824758240 , Micromachining Of Engineering Materials J Mcgeough 9781032419794 , Gas Turbine Combustion-3 Rd Ed Lefebvre 9781138569584 , Ergonomics Laboratory Exercises Joseph Gallwey 9781032973005 , Introduction To Biofuels Mousdale 9781439812075 , Environmental Engineering Charles Monteiro 9788119205509 , Power Plant Engineering Lijo Thomas 9788119365036 , Industrial Engineering Richard Carvalho 9788119205523 , Design & Operation Of Heat Exchanger Gerhard Rott 9788119365425 , Hydro Power Gerhard Rott 9788119205912 , Air Conditioning And Ventilation Systems Lijo Thomas 9788119365401 , Materials Science And Engineering Raghavan 9788120350922 , Automation And Collaborative Robotics (Dp) Mathews 9781484277102 , Design Management : Create, Develop And Lead Effective Design Teams Picchi 9781484283615 , Heat And Mass Transfer 2Ed Karwa 9789811926099 , Testing Of Metallic Materials 2Ed Suryanarayana 9788178001340 , Introduction To Engineering Materials 2/Ed Murray George 9781032530772 , Mechanics Of Composite Materials 2/Ed Jones R.M 9781138571075 , Reliability Evaluation Of Enginnering Systems 2Ed Billinton 9788181285522 , Workshop Practice Manual 6/Ed Reddy 9788178003078 , Finite Element Analysis 2D Lakshmi Narasai 9789389354225 , Engineering Mechanics Pb Lakshmi 9789390211609 , Engineering Mechanics 2Ed Harbola 9788131518298 , Environmental Science And Engineering Rajesh Gopinath 9789387511569 , Materials Science And Engineering Periodical Renewal Gilmore 9788131520451 , Environmental Science With Mt 16 Th Ed Miller 9789355738899 , Fluid Mechanics Munson Huebsch 9788126553433 , Engineering Mechanics: Dynamics, Si Version Meriam Bolton 9788126565375 , Engineering Mechanics Statics And Dynamcs James Meriam Kraige 9789354248566 , Engineering Fluid Mechanics Elger 9788126564491 , Engineering Mechanics Applied Mecha Gupta 9789353505240 , Machine Design Data Book Ramana 9789387593879 , Heat Transfer Alan 9789332575066 , Theory Of Machines 3Ed Bevan 9788131729656 , Introduction To Enviromental Engineering And Science Masters 9789332549760 , Heat And Mass Transfer Mayilsamy 9788131733837 , Engineering Thermodynamics 4Ed Rogers 9788131702062 , Operations Research :An Introduction-10Th Ed Hamdy Taha 9789352865277 , Engineering Mechanics - Statics & Dynamics Shames Rao 9788177581232 , Automation, Production Systems, And Computer - Integrated Manufacturing 5Th Ed Groover 9789361592959 , Introduction To Materials Science For Engineers 9E/D Shackelford 9789357059978 , Fundamentals Of Engineering Drawing Luzadder 9789332549982 , Engineering Materials Properties And Selection 9Ed Budinski Naraimhulu 9789332574045 , Thermodynamics Rajadurai Bks471287 , Environmental Science And Engineering Kaushik 9788122436471 , Engineering Optimization 4Ed Rao 9789395161800 , Cad/Cam/Cim 5Ed Radhakrishnan 9789395161855 , Finite Element Analysis With Ansys Workbench Tickoo 9789355513007 , Industrial Waste Management Mathankumar Bks480053 , Metrology And Measurements Vivekanandan Bks638442 , Finite Elements Analysis Baskar Bks534307 , Environmental And Agriculture Kavitha Bks638465 , Energy Materials Bandarenka A.S 9781032530789 , Digital Twin Ranjan Ganguli 9781032934198 , Industry 5.0 The Future Of The Industrial Economy Uthayan 9781032600130 , Quantum Computation Helmut Bez 9781032983738 , Wind Electrical Systems Bhadra, 9780195670936 , Metal Fatigue In Engineering Stephens 9788126539215 , Introduction To Industrial Internet Of Things And Industry 40 Sudip Misra 9781032146751 , Sustainable Manufacturing For Industry 4.0 Jayakrishna K. 9781032728728 , Reverse Supply Chains: Issues And Analysis Gupta S.M. 9781032729039 , Industry 5.0 The Future Of The Industrial Economy Uthayan 9781032600130 , Gas Turbine Heat Transfer Cooling Je-Chin Han, Sandip Dutta 9781439855683 , First Course In Aerial Robots And Drones (A) Bestaoui Sebbane 9781032963518 , Handbook Of Induction Heating Rudnev 9780824708481 , Fracture Mechanics (Forth Ed) T.L Anderson 9781032292120 , Fire Safety Engg Design Of Structures, 2Ed Purkiss 9788131220085 , Future Energy Improved Sustainable And Clean Opitons Letcjer 9788131220849 , Introduction To Finite Elements In Engineering 5/E Tirupathi 9781009461818 , Fundamentals Of Gas Dynamics Babu 9781910390009 , Fundamentals Of Propulsion Babu 9788180522529 , Engineering Metrology 3Rd Ed Narayana Bks396066 , Engineering Mechanics Kumaravelan Bks315205 , General Aptitude For Competitive Examinations Pattanaik Bks670722 , Dictionary Of Heat Power Engineering Ramalingam 9789386923035 , Environmental Pollution Principles Narayana Bks353570 , Production Processes Luqman 9788123918983 , Tractors And Their Power Units, Hb Lijiedahal 9788123905013 , Metal Cutting Principles Shaw 9788123901367 , Sheet Metal Press Tools Design And Making A Practical Approach Luqman 9788123925134 , Solid State Physics Wahab 9788184877786 , Practical Non - Destructive Testing, 3Ed Baldev Raj 9788173197970 , Mechanics Of Machines, 3Ed Ramamurti 9788173198922 , Handbook On Quality And Productivity Improvement Of Concrete Nayak 9788184876390 , Environmental Studies 4Ed Rajagopalan 9789354978944 , Finite Element Methods Dhanraj 9780198073901 , Fluid Dynamics Raisinghania Bks320511 , Entrepreneurship 11/Ed Hisrich 9789390113309 , Thermodynamics 9Th Ed Cengel 9789353165741 , Cad / Cam : Computer - Aided Design & Manufacturing Groover 9788177584165 , Engineering Vibration, 4/E Inman 9789332518483 , Thermodynamics 9Th Ed Cengel 9789353165741 , Schaums Outline Of Mechanical Vibration Graham Kelly 9789389538861 , Enterprise Resource Planning Singla 9789360531485 , Machine Drawing 51Ed Bhatt 9789385039560 , Heat Treatment : Principles And Techniques 3Ed Rajan 9788119364077 , Total Quality Management 2Ed Mukerjee 9788119364299 , Heat Treatment : Principles And Techniques 3Ed Rajan 9788119364077 , Operations Research Panneerselvam 9789354437892 , Design Thinking Teun Den Dekker 9781032786018 , Aeroplane Ramalingam 9788193103159 , Faqs In Control Systems Engineering Pattanaik 9789394639003 , Mass Transfer - Theory & Practice Begum/Anantharaman 9788120341692 , Total Quality Management 5Ed Besterfield 9789353066314 , Production &Operations Management 3Ed Panneerselvam Bks477079 , Manufacturing Technology Vol 2-Metal Cutting Rao 9789353160524 , Engineering Drawing Agrawal 9789353167448 , Cad / Cam : Computer - Aided Design & Manufacturing Groover 9788177584165 , Engineering Mechanics : Statics & Dynamics Kottiswaran Bks307984 , Power Plant Engineering Hegde 9789332534100 , Hydraulics And Fluid Mechanics Hydraulic Machine Modi , Seth Bks291963 , Fundamentals Of Heat And Mass Transer Kothandaraman Bks481435 , Alternative Fuels For Ic Engines Krishnasamy 9789364441995 , Mechatronics Electronic Control Systems In Mechanical And Electrical Eng Bolton 9789357052849 , Manufacturing Technology Vol 2-Metal Cutting Rao 9789353160524 , Fundamentals Of Heat And Mass Transer Kothandaraman Bks481435 , Mechatronics Electronic Control Systems In Mechanical And Electrical Eng Bolton 9789357052849 , Production &Operations Management 3Ed Panneerselvam Bks477079 , Engineering Drawing Agrawal 9789353167448 , Mass Transfer - Theory & Practice Begum/Anantharaman 9788120341692 , Industrial Robotics Control Frigeni 9781484294154 , Gate 2025 Production And Industrial Eng Gkp 9789356818170 , Engineering Vibration, 4/E Inman 9789332518483 , Fundamentals Of Engg Heat And Mass Transfer-5Ed Sachdeva 9789386070968 , Internet Of Nanothings And Wireless Body Area Networks Fadi 9781032599144 , Modern Machining Processes Pandey 9789386761835 , Materials Science For Mechanical Engineering Palanisamy 9789386923059 , Materials Science For Mechanical Engineering Palanisamy 9789386923059 , Textbook Of Fluid Dynamics Chorlton 9788123908816 , Engineering Mechanics : Statics & Dynamics Kottiswaran Bks307984 , Robotics Rajmohan Bks480419 , Hmt Data Book Kothandaraman 9788812243594 , Design Data (Data Book) Psg Bks58578 , Digital Signal Processing 2Ed Paulo Diniz 9781108406703 , 8086 Microprocessor And Applications 3Ed Kani 9789354661327 , Wireless Telecommunication System & Network Mullett 9788131520123 , Operational Amplifiers & Linear Integrated Circuits Lal Kishore 9788177585667 , Mobile Computing Principles Bfar 9780521696234 , Microprocessors & Programmed Logic 2Ed Short 9788131709160 , Design With Pic Microcontroller Peatman 9788177585513 , Digital Systems Design With Access Code Nagoor Kani 9789354667688 , Introduction To Biomems Folch 9781032568225 , Introduction To Biomedical Equipment Technology 4Ed Carr 9788177588835 , Antennas & Wave Propagation Raju 9788131701843 , Raspberry Pi For Dummies Cook 9789357460422 , Digital Signal Processors : Architectures --Op Kuo 9788131717936 , Principles Of Electromagnetics, 6Ed Sadiku 9780199461851 , Advanced Digital Design With The Verilog Michael.D.Ciletti 9789332584464 , Neural Networks Kumar 9781259006166 , Embedded System 2Nd Ed Peckol 9789357463966 , Microprocessor And Peripherals Chowdhury Bks405737 , Networks & Systems Roy Choudhury 9789389802535 , Microcontroller Theory And Application With The Pic Rafiquzzaman 9788126548354 , Digital Signal Processing For Anna University Kani 9789354661006 , Digital Signal Processing 3Ed Kani 9789354661167 , Analog And Pulse Circuits Lakshmaiah D 9789389354201 , Electronic Devices And Circuits Orient 9789386235305 , Quantum Chemistry 7 Ed Levine 9789332558533 , Engineering Circuit Analysis 9/Ed Hayt 9789390185139 , Gate 2025 Electronics And Communication Eng.Guide Gkp 9789356819306 , Chip Design For Submicron Vlsi : Cmos Layout And Simulation Uyemura 9788131501955 , Microelectronics Neamen 9789354601637 , Neural Networks And Learning Machines Haykin 9789332570313 , Electronic Circuits : Fundamentals And Applications 5Ed Tooley 9781032726687 , A Course In Digital Signal Processing Pucca Bundh Porat 9788126534913 , Signals And System Apte 9781316615393 , Digital Design 6Ed Mano 9789353062019 , Principles Of Signal Processing And Liner System Lathi 9780198062288 , Fiber Optic Communications 5Ed Palais 9788131717912 , Circuits And Networks Sudhakar 9789339219604 , Introduction To Communication Systems Madhow 9781316608241 , Analog Communication Rao 9780070704800 , Arduino Based Embedded Systems Singh 9781032964058 , Next Generation Wireless Lans 2Nd Ed Perahia 9781107414617 , Arm Microprocessor System Tahir 9781138387539 , Digital Communication Mutagi Bks478677 , Advanced Microprocessors & Peripherals Bhurchandi 9781259006135 , Vlsi Design Chitra 9788183716598 , Television And Video Engineering Salai Thillai 9788183712194 , The Design Of Cmos Radio Frequency Integrated Circuits Lee 9780521613897 , Network Security : Private Communication In A Public World Charlie Kaufman 9788196874339 , Sensors And Transducers Patranabis 9788120321984 , Neuro Fuzzy And Soft Computing Jang Sun Mizutani 9789332549883 , Network Analysis Channa Venkatesh 9788131533215 , Circuits Carlson 9788131505861 , Op Amps And Linear Integrated Circuits : Concepts And Applications Fiore 9788131512340 , Mobile Computing Principles Bfar 9780521696234 , Instrumental Methods Of Analysis Willard 9788123909431 , Vlsi Circuits And Embedded Systems Hasan Babu 9781032906003 , Computer Organization And Embedded System-6 Th Ed Hamacher 9789339218317 , Network Analysis And Synthesis, 2Ed Singh 9789353166724 , Handbook Of Biomedical Instrumentations Khandpur 9789355328021 , Security And Privacy In Internet Of Things Lots Hu Fei 9781032707150 , Television & Video Engineering Veeralakshmi 9789380156699 , Power Quality Sankaran 9781138569249 , Introduction To Microcontroller Programming For Power Electronic Control Applications Rossi 9781032972183 , Communications System Laboratory Preetham Kumar 9781138603288 , Digital Signal Processing And Its Applications Senthil Kumar 9788195268726 , Multimedia Enabled Sensors In Iot Fadi 9781032599205 , Novel Wearable Antennas For Communication And Medical System Albert Sabban 9781041049579 , Internet Of Things Using Single Board Computers : Principles Of Iot And Python Programming Kanagachidam Baresan 9781484299258 , Handbook Of Optical Communication Networks Ilyas 9781498798037 , Communications System Laboratory Preetham Kumar 9781138603288 , Digital Watermarking And Steganography 2Nd Edition Shih 9781032972121 , Propagation Handbook For Wireless Communication System Design Crane 9780849308208 , The Internet Of Things In The Cloud Honbo Zhou 9781498770354 , Arduino Based Embedded Systems Singh 9781032964058 , 5G Mobile Communications Concepts And Technologies Saad Asif 9781032663159 , Electronic Devices 10Ed Robert Floyd 9789354493935 , Semiconductor Physics And Devices, 3Ed Sze 9789354243226 , Digital Fundamentals 11Ed Floyd 9789332584600 , Electronic Devices And Circuits--11 Ed Boylestad Nashelsky 9789332542600 , The 8051 Microcontrollers & Embedded Systems 2Ed Mazidi 9788131710265 , A System C Primer 2Ed Bhasker 9788178001418 , Household Electricity And Appliances P.B Bhagava 9789390211265 , Image Processing Analysis And Mach Sonka 9789386858146 , Verilog Hdl 2Ed +Cd Palnitkar 9788177589184 , Modern Semiconductor Devices For Integration Hu 9788131730249 , Analog Integrated Circuit Design Isv 2Nd Ed Chan Carusone 9788126543939 , Textbook Of Digital Electronics Vasudevan 9789381714539 , Microwave Engineering 4Ed Das 9789390113347 , Analysis Of Microcontrollers For The Students Kothari 9789381714294 , Digital Signal Processing : For C.S.I.T Palani 9789380618388 , Fundamentals Of Digital Images Processing Jain 9789332551916 , Signals And Systems Sreenivasa Reddy 9789389354041 , Satellite Communications Pratt 9789354243035 , Analog Signals And Systems Kudeki 9788131787984 , Embedded Systems Handbook 2Ed System Design And Verification Zurawski Bks331222 , Vlsi Design And Eda Tools 2Nd Ed Sarkar 9788183714976 , Vlsi Design Das 9780198094869 , 8085 Microprocessor Pramod Borole 9789382127581 , Fundamentals Of Communication Systems Proakis 9788131705735 , Short Range Wireless Communication 3Ed Bensky 9789351073994 , Introduction To Fiber Optics Ghatak Ajoy 9781316644010 , The Definitive Guide To Arm Cortex M3 And Cortex M4 Processors Yiu 9789351071754 , Rf Circuit Design Ludwig 9788131762189 , Electric Circuits For Be/Betch 2Ed Kani 9789354663925 , Control Systems Nagoor Kani 9789389239010 , Digital Logic Circuits Nagoor Kani 9789354669989 , Microwave And Rf Design Steer 9789380381305 , Electrical Measurement And Measuring Instruments Rajput Bks543993 , Digital Signal Processing 3Ed Kani 9789354661167 , A Handson Course In Sensors Using The Arduino And Raspberry Pi Ziemann Volker 9781032791470 , Signal And Systems Simplified 2Ed Nagoor Kani 9789354661013 , Basic Electrical And Electronics Engineering 2/Ed Bhattacharya 9789332586505 , Ad Hoc Wireless Networks : Architectures & Protocols Murthy 9788131706886 , Ad Hoc And Wilreless Sensor Network Athawale 9789356066137 , Digital Circuits Design Kothari 9789332543539 , Solid State Electronic Devices Streetman 9789332555082 , Wireless Communication Goldsmith 9780521704168 , Probability And Stochastic Processes 3Ed Yates 9789354243455 , Signals, Systems And Inference Oppenheim 9789356064676 , Electromagnetic Field And Waves Salivahanan 9788119896677 , Analog Design For Cmos Vlsi Systems Maloberti 9788181284341 , Vlsi Design Michael 9780849318764 , Cognitive Sensors And Iot Fadi 9781032599236 , Digital Design & Computer Organization Farhat 9780849311918 , Digital Intergrated Circuits Evegni 9780849330575 , Introduction To Iot With Machine Learning And Image Processing Using Raspberry Pi Ambaji Kulkarni 9781032966885 , Basic Electrical And Electronics Engineering Murugan 9789384726072 , Adaptive Antenna Arrays Chandran 9788181289322 , Networks Lines & Fields 2Ed Ryder 9789332559516 , Data Compression : The Complete Reference Salomon 9788184898002 , Electric Circuits Bell Bks321194 , Digital Signal Processing Oppenheim 9789332550339 , Iot Standards With Blockchain : Enterprise Methodology For Internet Of Things Upadrista 9781484284278 , An In Depth Guide To Mobile Device Forensics Chuck Easttom 9781032785905 , Digital Signal Processing Oppenheim 9789332550339 , Digital Modulation & Coding Wilson 9788131721438 , Fundamentals Of Mobile Computing 2Ed Pattnaik Bks534717 , Introduction To Iot With Machine Learning And Image Processing Using Raspberry Pi Ambaji Kulkarni 9781032966885 , Biomedical Instrumentations And Measurements Cromwell 9789332556911 , Artificial Neural Networks For Engineers And Scientists Chakraverty S. 9781032729121 , Digital Communication Bhattacharya 9780070591172 , Signals And Systems 2/Ed Oppenheim 9789332550230 , Fundamentals Of Modern Vlsi Devices Yuan Taur 9781316649794 , Digital Systems:Principles&Design(Anna) Rajkamal 9789332535916 , Principles Of Cognitive Radio Vincent 9781107439900 , Digital Signal Processing 4Ed Proakis 9788131710005 , Op Amps And Linear Integrated Circuits Gayakwad 9789353949037 , Microwave And Radar Engineering Rao 9788131799444 , Introduction To Pspice Using Orcad For Circuits And Electronics Rashid 9789332555174 , Basic Electronics Saha 9781316632932 , Linear Integrated Circuits Salivahanan 9789353163808 , Principles Of Electronic Communication Orient 9789386235107 , Optoelectronic Devices And Optical Fiber Communication Chakrabarti 9789354667947 , Introduction To Vlsi Design Flow Sneh Saurabh 9781009200813 , Antennas And Wave Propagation Kraus 9789352606184 , Network Analysis Revised 3Ed Van Valkenburg/ Rathode 9789353433123 , Communication Systems : Analog And Digital, 3Rd Singh 9781259004605 , Internet Of Things The : How Smart Tvs Sm Miller 9789332552456 , Microwave Devices & Circuits 3Ed Liao 9788177583533 , Fundamentals Of Mobile Computing 2Ed Pattnaik Bks534717 , 5G Mobile And Wireless Communication Technology Pauline Cullen 9781009590921 , The Intel Microprocessors : 8086/8088,80186/80188,80286,80386,80486,Pentium, Pentium Pro Processor, Pentium Ii - 8Ed Brey 9788131726228 , Circuits Analysis Theory And Practic Robbins 9788131519028 , Medical Instrumentation 5Ed : Application And Design : An Indian Adaptation Webster 9789354249150 , Microwave Engineering, An Indian Adaptation Theory And Techniques Pozar 9789388991087 , Wireless Communications 2Ed Molisch 9789354248795 , Controll System Eng. 8/Ed Norman 9789357463980 , Signals, Systems, And Transforms, 4/E Phillips 9789332518490 , Antenna Theory And Applications 4Ed Balanis 9789354248474 , Gate 2025 Electronics And Communication Eng.Guide Gkp 9789356819306 , Introduction To Analog And Digital Communication 2Ed Haykin 9789354644337 , Digital Image Processing Gonzalez 9789353062989 , Power Electronics (An Indian Adaption) Ned Mohan 9789354640278 , Dorfs Introduction To Electric Circuits Wiley India Edition Richard 9788126573493 , Electronic Devices 10Ed Robert Floyd 9789354493935 , Communication Systems 5Ed Haykin 9789354640896 , Modern Control Engineering Ogata 9789332550162 , Electric Circuits With Mt Kang 9789386650344 , The Intel Microprocessors : 8086/8088,80186/80188,80286,80386,80486,Pentium, Pentium Pro Processor, Pentium Ii - 8Ed Brey 9788131726228 , Modern Digital Electronics-5Th Edtion Jain 9789355321770 , Analog And Digital Electronics Roth 9789353502355 , Introduction To Communication Systems Madhow 9781316608241 , Voip Handbook Application Technologies Ahson 9781420070200 , Embedded Systems Handbook 2Ed Network Embedded System Zurawski Bks331227 , Matlab: An Introduction With Applications 6Ed Amos Gilat 9789357462174 , Fiber Optic Communication Systems 5Ed Agrawal 9789357461245 , Crc Handbook Of Modern Telecommunications 2Ed Morreale Bks331221 , Mathematical Aspects Of Signal Processing Sircar 9781107175174 , Rf And Microwave Semiconductior Device Handbook Golio 9780849315626 , Electronic Systems Maintenance Handbook, Second Edi Whitaker Bks322864 , The 8051 Microcontroller Ayala 9788131502006 , Digital Systems Design Using Vhdl W/ Roth 9788131518304 , Fundamentals Of Engineering Electromagnetics Cheng 9789332535138 , Basic Electronics-2Ed Kothari 9789352606467 , Power Electronics Essentials & Applications Umanand 9788126519453 , An In Depth Guide To Mobile Device Forensics Chuck Easttom 9781032785905 , Automotive Embedded Systems Handbook Navet Bks335190 , Wavelet Analysis With Applications To Image Process Prasad 9780849331695 , Primer On Wavelets And Their Scintific Applications Walker 9781032963617 , Face Detectin And Recognition: Theory And Practice Datta A.K. 9781032728964 , Fiber Optics & Optoelectronics Khare 9780195669305 , Mobile Cellular Telecomm 2E Lee 9780070635999 , Cmos Vlsi Design : A Circuits And Systems Perspective, 3Ed Weste 9788131762653 , Antennas Blake 9789380381268 , Mobile Communications, 2Ed Schiller 9788131724262 , Introduction To Wireless Systems Black 9788131726389 , Ad Hoc And Wilreless Sensor Network Athawale 9789356066137 , Linear Integrated Circuits Sathishkumar Bks476847 , Linear Integrated Circuits Dhanasekar Bks638493 , Embedded And Real Time Systems Ramprabu Bks476848 , Transmission Lines And Rf Systems Shanmugaraja Sivakumar Bks490771 , Transmission And Distribution Gayathri Bks476751 , Wireless Communication Santhosh Krishna Bks638491 , Digital System Design Edwindhas Bks638462 , Power Quality & Distributed Generation Jayaprakash 9788184876987 , Digital Signal Processing Antoniou 9780070636330 , Power System Engineering 3 Ed Kothari 9789353165116 , Digital Integrated Circuit 2/Ed Rabeay 9789332573925 , Principles Of Electronic Materials Kasap 9789390113866 , Digital Logic Circuits With Vhdl And Verilog Programs Nagoor Kani 9789354669606 , Principles Of Electronic Materials Kasap 9789390113866 , Wireless Communications : Principles Rappaport 9789356066212 , Communication Networks Fundamentals Leon 9780070595019 , Interoperability In Iot For Smart Systems Roy M. 9781032728100 , Basic Elec & Linear Circuits Bhargava 9781259006463 , Brain Computer Interface Eeg Signal Processing Panigrahi 9781032851181 , Learning Basics And Electronic Science Through Mcqs Priya 9789394639249 , Fundamentals Of Logic Design Roth 9789360535650 , Engineering Circuit Analysis 10E/D Hayt 9789364441094 , Programmable Logic Controllers 6Th Ed Petruzella 9789355325860 , Modern Wireless Communication Haykin 9788131704431 , Signals And Systems 5Ed Ramesh Babu Bks505218 , Digital Signal Processing Ramesh Babu Bks503977 , Digital Image Processing 2Ed Sridhar Bks643706 , Digital Logic Circuits With Vhdl And Verilog Programs Nagoor Kani 9789354669606 , Wireless Communications : Principles Rappaport 9789356066212 , Digital Integrated Circuit 2/Ed Rabeay 9789332573925 , Brain Computer Interface Eeg Signal Processing Panigrahi 9781032851181 , Internet Of Nanothings And Wireless Body Area Networks Fadi 9781032599144 , Phyiscs For Electronics & Information Science Palanisamy 9789386923134 , Vlsi Design Sathyah Bks665018 , Basic Elec & Linear Circuits Bhargava 9781259006463 , Communication Networks Fundamentals Leon 9780070595019 , Linear Integrated Circuits Salivahanan 9789353160487 , Wireless Communications : Principles Rappaport 9789356066212 , Linear Integrated Circuits Salivahanan 9789353160487 , Digital Logic & Computer Design Mano 9789332542525 , Digital Electronics Bignell 9788131520710 , Design Of Analog Cmos Integrated Circuit-2Ed Razavi 9789387067844 , Fundamentals Of Logic Design Roth 9789360535650 , Engineering Circuit Analysis 10E/D Hayt 9789364441094 , Digital Electronics Bignell 9788131520710 , Design Of Analog Cmos Integrated Circuit-2Ed Razavi 9789387067844 , Applied Machine Learning Gopal 9789354601590 , Essentials Of Digital Signal Process Using Matlab Ingle/Proakis 9788131517727 , Arm System On Chip Architecture Furber 9789332555570 , Smart Grid In Iot Enabled Spaces Fadi Ai Turjman 9781032598543 , Power Plant Engineering Nag 9789354600050 , Mathematical Analysis A Straightforward Binmore 9781107526235 , Algebra 2Nd Edition Michael Artin 9789353432751 , Discrete Mathematics Dhami 9780199452798 , Statistics And Numerical Methods 10Ed Vijayakumari 9789356062733 , Algebra, 3Ed Sahai 9788173198250 , Algebraic Topology M J Greenberg , J R Harper 9780367475604 , Algebra, 4Ed Sahai 9788184876208 , Concept Of Modern Algebra Pandey 9788184877069 , Friendly Introduction To Number Theory Silverman 9789353433079 , Elementary Differential Equations 8Ed Richard 9789332571617 , Introduction To Graph Theory West 9789332549654 , Linear Algebra Ubaidullah 9789391549893 , Higher Algebra Barnard 9789385923326 , Sequences And Series Arumugam 9789388005128 , Modern Analysis Arumugam 9789388005111 , Intorduction Topology And Modern Analysis Simmons 9789387465916 , Higher Algebra Hall Knight 9788174731043 , Analytical Geometry Veerarajan 9789388005142 , Transforms And Partial Diffrential Equations 3Rd Ed Muthucumaraswamy 9789391549473 , Multilevel Analysis: Techniques And Applications 3/E Hox 9781032938035 , Thomas Calculus 15Ed Hass 9788119896608 , Calculus Vil I 2Ed ( An Indian Adaptation) Apostol 9789354642630 , Calculus 10Ed Saturmino Salas Einar Hille Ga 9789390421961 , Introduction To Linear Regresion Analysis, 6Ed Montgomery 9789357461283 , Matrices Advanced Calculus & Complex Stewart 9789360534509 , Operations Research Mote 9788126556380 , Topology 2Ed James Munkres 9789353432775 , Linear Algebra 5Ed Friedberg 9789390168132 , Multivariate Calculus Joshi Bks498996 , Mathematical Analysis 6Ed Malik Bks413195 , Stochastic Processes 5Ed Medhi 9789389802245 , Human Resource Management Aswathappa 9789355323675 , The Elements Of Complex Analysis 3Ed Choudhary 9789388818780 , Probability And Statistics For Engineering Devore 9789353506247 , Operations Research Panneerselvam 9789354437892 , The Elements Of Complex Analysis 3Ed Choudhary 9789388818780 , Optics 8Ed Ghatak 9789355328595 , Outline Of Beginning Physics Schaum 9789389538984 , Outline Of Astronomy Schaum 9789389538939 , Introductory Nuclear Physics 3/Ed Krane 9789354640834 , Physics Vol 2 5Ed David Halliday Resnick 9789354640438 , Physics For Scientists And Engineers Serway 9789355739223 , Non Conventional Energy Source Math 9789388005081 , Nuclear Physics Theory And Experiments 3Ed Roy 9788122449884 , Gravitation : Foundations And Frontiers (South Asian Edition) Padmanabhan 9780521178761 , Electricity And Magnetism Murugeshan 9789352837342 , Introductory Nuclear Physics Wong 9788126546060 , Modern Physics Murugeshan Bks367126 , Introduction To Electrodynamics South Asia Ed - 4/Ed David J. Griffiths 9781108822909 , Theoretical Astrophysics Vol 2 Padmanabhan 9781107400603 , Heat Thermodynamics And Statistical Physics Lal Subramanian Bks460942 , Classical Dynamic Of Particles Thornton 9788131518472 , Materials For Engineers And Technicians 7Ed Bolton 9781032973722 , Statistical Mechanics 2Ed (An Indian Adaption) Kerson Huang 9789354247736 , Atomic And Molecular Spectroscopy Rita Kakkar 9781108413206 , Laser Fundamentals Silfvast 9780521138475 , Engineering Chemistry 2E : Fundamentals And Applications Shikha Agarwal 9781108724449 , Organic Name Reations Sanjay Bari 9789389354737 , Basics Of Environmental Science Khosla 9788184874013 , Environmental Chemistry Singhu 9788122427318 , Biomaterials Principles And Applications Joon Park 9781032934167 , Organic Reaction Mechanisms Ahluwalia Bks366263 , Organic Synthesis Concepts And Methods 3Ed Pb 2014 Jurgen Hinri 9788126547227 , Engineering Chemistry Palanna 9789352605774 , Engineering Chemistry 2Nd Ed Wiley 9788126543205 , A Textbook Of Engineering Chemistry Dara Bks561640 , Engineering Chemistry Vairam & Kalyani 9788126543342 , Chemical Applications Of Group Theory Albert Cotton 9788194726364 , Environmental Science And Engineering Yuganath 9788183717014 , Environmental Science Isv 8Th/Ed Botkin, Killer 9788126534142 , Chemical Reaction Engineering 3Ed (An Indian Adaptation) Octave Levenspiel 9789354244605 , Outline Of Thermodynamics Schaum 9789389538540 , Textbook Of Chemical Engineering Thermodynamics Narayanan 9788120347472 , Communication Skills, 3Ed Sanjay Kumar 9789354978555 , English For Science & Technology-I Chellammal 9781009224796 , English For Science & Technology-Ii Francis 9781009251181 , Effective Technical Communication Rizvi 9789352605781 , Research Methodology Vinod 9789352863518 , Placement Interviews Skills For Success Anandamurugan 9780070700956 , Prowess Orient 9789354421242 , Research Methodology Panneerselvam 9788120349469 , Academic Writing A Handbook For Students Stephen Bailey 9781138615533 , Design Thinking In Technical Communication Jason C K Tham 9781041004356 , Principles Of Scientific And Technical Mohapatra 9789355327482 , Critical Thinking Idea Innovation And Creativity Richard H Mccuen 9781041000846 , Literature For Language Skills 2Ed Mahanand 9789388005470 , Academic Writing P.B Ajay Semalty 9789390211739 , Teaching English Through Folktales Mahanand 9789391549077 , An Introduction To Literary Studies Mario Klarer 9781032785974 , Heritage Of Tamils Muthuramalingam 9789391549718 , A Short History Of English Literature Saintsbury 9788174733054 , The English Language Wrenn 9788174733368 , An Introduction To The Study Of English Litetrature Hudson 9788174731197 , Rabindranath Tagores Ideational Challenges Bidyut Chakrabarty 9789356400122 , English Literature Long Bks476291 , Test Of Reasoning 7Th Edn Thorpe 9789389811513 , Science And Technology 8Ed Agarahri Ravi 9789355326324 , Excel Reasoning Arun Sharma 9789355329455 , Aptipedia Aptitude Encyclopedia 2 Ed Wiley 9788126569502 , Excel Quantitative Apititude Arun Sharma 9789355327970 , Verbal Ability And Reasoning For Competitive Examinations Anand Lalit Singh 9788126554294 , Intermediate Engligh Grammer With Answers, 2Ed Murphy 9788185618517 , Design Thinking Teun Den Dekker 9781032786018 , Spotting Errors Lakshminarayanan Bks670723
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Tender For Provision Of One Mega Watt Solar Power Project Under Ge (I) (P) No 2.; 1 Supply and fixing of MS fabricated office container of size 15x8x8.5 feet with toilet cabin of size 5x4 feet for SCADA panel and local monitoring for accomodating portable shelter , office, or living space in high alttitude cold region with including PCC flooring work for installation of container including fixing arrangement completeall as specified and directed.Location conditionTemparature range -30 °C to +25°CAltitude -3500m above sea levelwind speed upto 120 km/hSnow load high (snow accumulation on roof)Readymade container shall include the following(a) Attached toilet with EWC/IWC pressure jet gun, water tap, exhaust fan, corner wash basin, tiles flooring, water tank stand , gyser provision, wall mixer and other accessories required for said locations conditions. 2 (b) Container shall include bottom frame 100mmx50mm C channel ISI marked, Top frame of size 50mmx50mm MS square pipe ISI marked , stiffener bottom 100mm x50mm, 50mmx25mm, 25mmx25mm MS square pipeISI marked stiffener top 50mmx25mm, 25mmx25m MS square pipe ISI marked, side post 50mmx50mm, 50mmx25mm MS square pipe ISI marked, Side wall stiffness specially formed CR sheets of thicknes 1.2mm internal wall panelling 8mm thick MDF and all vertically and horizontal corner will be nealty and smoothly finished with aluminium section and L angle, Roof outside 1.2mm thick sheet of make properly sloped and water tight, false ceiling 9mm thick and smoothly finished with aluminium section and L angle, flooring 18mm thick cemented board of make visaka industries will be fixed by means of self taping screw and 1.5mm thick PVC vinyl carpet will be fixed on the panel (100% water termite and dimensional proof with veyl carpet) Aluminium windows double shutter sliding aluminium powder coated windows of thickness of 1.2mm with 4mm thick glass of make saint Gobin for all windows safety grill from outside and canopy above the floor frame work by tubular pipe of 25x25, Door with lock and handles with hydraulic door closer. Insulation 25mm thick glass wool insulation of density 65kg/m3 on side wall and 50mm on ceiling , all wiring will be PVC insulated copper wires of ISI quality, suitable for 240 volts 50 bukhead, switches and socket of 6Amp of ISI make. Split air conditioner point 16Amp alongwith seperate MCB earthing point will be provided for safety. Outside painting with 1 coat of Epoxy primer with 2 coats of epoxy paint and specially formed hooks for easy lifting and shifting. 3 Material and Labour for Plain fillets 2nd class softwood . square, rectangular or triangular in section, clean sawn, secured with screws of size exc 13 and not exc 25 Sqcm complete all as specified and directed. 4 Material and Labour for for prepration of wooden surfaces and applying a coat of pink primer for filletsof surface of any description not otherwise described over 10cm in width or girth complete all as specified and directed. 5 Material and Labour for50mm thick bonded mineral wool blanket slab made from rock, density 48kg/Cum and fixed as per manufactures instruction complete all as specified and directed. 6 Material and Labour for 9mm thick Prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination,fixed with nails on walls complete all as specified and directed. 7 Material and Labour for 9mm thick Prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination,fixed with nails on ceiling complete all as specified and directed. 8 Material and Labour for cement concrete type D2 1:4:8 (40mm graded agg)as in foundations filling mass concrete and all as specified and directed. 9 Material and Labour for Pre-cast cement concrete block masonry with solid blocks in 1:3:6 type C-1 using20mm graded crushed stone aggregates, exc. 10 cm in width or girthand setting in mortar 1:6, complete all as specified and directed. 10 Material and Labour for 100mm thick cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in flooring finished even and smooth without using extra cement complete all as specified and directed. 11 Material and Labour for renderring 15mm thick in CM 1:4 on fair faces of concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. 12 Material and Labour for renderring 15mm thick in CM 1:4 on stone masonry surfaces finished even and smooth without using extra cement complete all as specified and directed. 13 Material and Labour for Walling of random rubble masonry, uncoursed well bonded bedded and solidly hearted built in CM 1:4 and flush pointing the surface in contact with earth in same mortar as the work proceeds complete all as specified and directed. 14 Supply and fixing of50mm thick PUF insulated water tank of capacity 5000 litres complete all as specified and directed. 15 Supply and fixing of50mm thick PUF insulated water tank of capacity 1000 litres complete all as specified and directed. 16 Supply, installation, errecting ,testing and commissioning of On grid connecting on ground Mono Perc half Cut Bifacial Solar photo voltaic (SPV) generation plant of capacity 825KWp DC capacity at standard test condition and750 KW AC capacity (Net capcity after derating), at CHUMATHANG for fixed on module mounting structure without tracking component including solar grade copper cable of suitable sizes upto Invertor,UPS for auxilliary supply to SCADA, string array combiner/ array junction boxes comprising of following sub components/sub systems including all necessary protection, control switches and relays as required for smooth functioning of the system and meeting the specifications as given and directed by Engineer-In-Charge, the quoted rates includes all components/accessories as given below and required from Solar panel to upto step up transformer 1000 KVA incomer termination complete all as specified and directed. 17 (A) Solar photo voltaic plant- : To obtain cumulative 825KWp, three tables of nearly equal size table (varaiation of 5% between table size is permissible) ofthe input of mono perc Half Cut Bifacial silicon solar PV modules of minimum or more than 540/545 Wp with minimum or more than 144 Nos solar cells preferably per module of standard size and weight as per NISE standard , frame anodised aluminium frame (double walled) with junction box IP 65 rated , each having efficiency more than 21% at standard test condition, fill factor more than 0.79 performance ratio equal to and greater than 78 % & made of high transmittivity glass as per NISE standard tempered and glass front surface shall give high encapsulation gain. (transmittance above 90% and bending less than 0.3%) Electrical parameters of 540/545 Wp solar PV module under STC of irradiance 1000 W/m2 , AM 1.5 Spectrum at temperature 25° C will be as under or higher :-Min Peak power Pmax : 540/545 Wp or higher, Current at Pmax Ipm : 12.97A Voltage at Pmax Vpm : 41.65 Volt Short circuit current Isc : 13.85 A Open circuit voltage Voc : 49.50Volts , Maximum series fuse rating : 30A (i) Rated output of modules shall have positive tolerance of minimum 3% & no negative tolerance is allowed. (ii) It shall perform satisfactorily in relative humidity 100% with temperature -35° C to +35° C (Cell) and should withstand wind 198 Km/Hr on the surface of the panel. (iii) PV modules must be warranted for their output peak watt capacity, which shall not be less than 90% of the initial value at the end of 10 years and 80% of the initial value at the end of 25 years. (iv) The temperature co-efficient for the module shall be suitable for CHUMATHANG (UT Of Ladakh) climatic conditions. Variation of higher capacity Solar PV panel is permissible subjected to that performance parameter of the panel shall be equal or better than given above.v) PV module must confirm to latest edition of IEC 61215/IS14286 and as specified here-in- after in particular specification In addition, the modules must confirm to IEC 61730 Part-I & II for construction and testing & safety qualification. (vi) It shall also in conformity of latest technical specifications issued by MNRE from time to time (vii) Provision of earthing & earth strip/cables etc. for earth for solar PV module/Array etc. as per latest IS/MNRE norms to be provided and the cost of the same is to be included in this item and no extra amount will be paid to the contractor on this account.Notes: On SPV (i) The specifications and capacities of plant equipments shall be designed to confirm and achieve the minimum of efficiency and performance guarantees as laid down in this bid documents. These design details and other technical details shall be submitted by contractor on commencement of contract as early as possible but not later than one month(ii) The installed system should be such that during the day, the power needs should be first met by Solar energy. In case the solar energy production is less than the required, the deficit power should be pulled from the exsiting DG set supply .(iii)The contractor shall obtain the approval of make for the proposed SPV module from accepting officer complete system of 825 KWp Solar photo voltaic (SPV) (iv) Any necessary item required for functioning of SPV but not catered in the contract will be deemed to be included in the quoted rate and nothing extra will be admissible on this account 18 .(v) Site clearance incl removal of boulders to a distance 250 m to 500m to be carried out before execution of work. Amount required for site clearance is deemed to be inclulded in the amount quoted by Contractor against this item. Contractor is advised to visit the site before quoting the rate. (vi) Country of origin for solar cell & PV module must confirm to ALMM APPROVED LIST OF MNRE.(B) String array combiner/Junction Boxes: Supply & fix suitable Numbers of dust, vermin and waterproof Array string array combiner/Junction Boxes and main junction boxes made of FRP/Thermo Plast with IP65 protection in compliance with IEC62208 and shall be sunlight /UV resistant a well of fire retardant including over voltage protection, surge protection and maintenance free earthing as per relavant standard. The string array combiner/Junction boxes shall have suitable arrangement of followings:(i) Strings are required to be connected to the busbar through individual fuses. Provide arrangement fordisconnection for each of the groups (ii) Provide a test point for each subgroup for quick faultlocation & to provide group array isolation. (iii) Each array junction box will have suitable by pass &reverse blocking diodes for maximum DC blocking voltage of 1500V with suitable arrangement for its connection. Reverse blocking & by-pass diodes shall work for temperative extreames & shall have efficiency of 99.98% conformed by appropriate IEC standard. Note:- String array combiner/ junction box shall be carried out as per approved SLD.(C) Cabling : (i) Supply and fixing suitable size of XLPO insulated copper cable as per load of solar grade, 1800 V DC/1100 V AC or higher DC voltage rating, confirming to TUV 2 pfg 1169/08.2007 PV1F and latest IEC codes & IS codes for Solar Cables. (ii) All cables and connectors for use of installations shall be of solar grade which can withstand harsh environment conditions including high temperature, UV radians, rain. humidity, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/IS in standards. (iii) All cables/wires shall be provided with UV resistance printed copper ferrules for DC side. (iv) Size of cable from PV module to invertor shall be minimum 6 sqmm 1 core multistranded copper UV protected solar cable to be provided. (v) Cable Batch No./Drum No., IS code & size make should be printed/embossed at every one metre. (vi) The wiring of modules interconnection shall be in suitable size GI/HD pipe. (vii) Size of wire - 3.70mm dia with tolerance limit (+/ -) 0.08mm. (viii) Size of aperture - 80mm x 100mm (ix) Woven double twisted, hexagonal shaped Zn + PVC coated wire mesh type 80 x 100mm of wire 3.70mm dia wire as per IS 16014. The wire used for the manufacture of wire mesh shall have minimum tensile strength of 350N/mm2 and elongation shall not be less than 10% in accordance with IS 16014.To be laid in DWC pipe of suitable size. (xi) Solar inverter to ACB Panel, connection aluminium XLPE conductor cable of size 185 sqmm x 3C 1.9/3.3 KV rating Note : Cost of interconnecting copper cable (AC & DC), Al XLPE cable from Solar Invertor to ACB panel and cable tray above upto inverter and LT panels and upto LT side of transformer as per site requirement at the location as directed deemed to include in the item quotated rates and no extra payment will be made to contractor on this account. LT Panel shall be paid seperately. 19 (D) Module Mounting Structure (MMS) : Supply, design & fixing support structure MS hot dipped galvanised (80Micrones) including PCC 1:2:4 type B-1 for each support / foundation for civil works (excavation and earth work cutting, grouting, PCC etc.) and fixing the mouting arrangement suitable for PV solar modules & to withstand minimum horizontal wind speed of 198km/hr. The mounting structure is of mild steel hot dipped galvanised. The array structure shall be so designed that it will occupy minimum space without sacrificing the output from Solar PV panels. Nut bolts, supporting structures including module mounting structures shall have to be adequately protected from atmosphere and weather prevailing in the area. All fastners shall be of stainless steel of grade SS316. Two numbers of anti-theft fasteners of stainless steel on two diagonally opposite corner of each module shall be provided.Note: (i) Cost of interconnecting copper cables along with cable trays ( floor/ wall mounted ) suitable to accommodate solar grade cables & cables upto inverter is included in the item and no extra payment will be made to contractor. (ii) The module mounting structure shall be carried out as per approved drawing of foundation MMS. MMS foundation shall be designed as per IS 456:2000 and IS 13920:2016 and drawings shall be approved by GE before execution. (iii) The MMS stub/column,rafter,purlin ,ties and bracing members shall conform to following indian standard :IS 2062 -Hot rolled medium and high tensile structural steel ,IS 811-Cold formed light gauged structural steel section ,IS 1161-steel tube for structural purposes, IS4923- Hollow steel section for structural use. Minimum grade of steel sections for conforming to IS 811 and IS 4923 shall be E350 conforming to IS 2062 and Yst 310 conforming to IS 1608 respectively.(E) Lightning Protection for PV Array :- Supply & fix Lightning Arrestor of the required number of suitable Early Streamer Emission (ESE) lightning arrestors installed in the array field. Lightning arrestors/surge arrestors shall conform to IEC 60099-4 or IS:3070 except to the extent modified in the specifications. Arrestors shall be of hermetically sealed units, self-supporting construction, suitable for mounting on lattice type support with the following :-(i) The air terminal should be capable of racking the lightning stroke 60 micro seconds earlier as compare to passive lightning rod. (ii) The air terminal is Early Streamer Emission (E.S.E.) type which shall be fixed at the top of a GI elevation pole with base so as be at least 2 meters above the structure to be protected. Its height above roof level would be dependent on the level of protection and the protection radii required (iii) The air terminal should be working on the principle of early streamer emission using non-radioactve technology, needing no external power source. (iv) The air terminal is of stainless steel and it has qualified diameter to resist high values of lightning currents. (v) Roof connecting pipe should be capable of withstand in lightning strikes having dimension 50mm ID and 60mm OD. The terminal adaptor having inner dia 60mm OD. Lightening protection shall be provided as per approved Drg. 20 (F) Earthing system for PV array field :-Earthing system shall comply with latest revision andamendment of the relevent IEC standard and IS codes. (i) All PV module ,module mounting structure (MMS) and string monitoring unit (SMU) structures in the PV erray field shall be connected to the earthing system (ii) Each PV module frame shall be earth using copper wire of sufficient cross section area. Earthing complete with copper earth plate electrode 600×600 ×3.15 mm thick electrode, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level connected to 20x3 mm copper strip as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel and 40mm dia GI pipe light grade for protection of earth strip and 20mm dia meduim grade for water funnel with wire mesh complete connected to earthing test point as per SSR Part-I 2009 all as specified and directed including testing on completion.NOTE:- Cost of all Copper plates earthing equipments including Copper earth strips from equipments to earth pit is deemed to be included in quoted rates.(G) Solar Inverter : Supply, fixing, testing and commissioning of minimum of suitable capacity in suitable Nos as per 250/255 KW (Total capacity of Inverters shall not be less than 750/755 KW after derating with three inverter) for CHUMTHANG 50 Hz , 3 phase 800V,185A Grid Connected Solar inverter outdoor type suitable to convert DC power of solar PV module/array to AC for further feeding to stepup transformer conforming to IEC-61683 for efficiency, IEC-62109(1&2) or equivalent for safety & IEC-62093 for reliability. The input D.C. tech specification of inverter are as under and as per approved design.(i) Operating temperature :-40ºC to + 35ºC,(ii) Relative humidity (Non condensing) upto 95%.(iii) The inverter shall consist of associated control, protection, data loging device and remote monitoring hardware. the inverter shall be suitable for operation at Chumathang .Alt 4200 mtr and min - 40ºC temperature.(iv)The inverters shall have minimum protection to IP65 and minimum European efficiency 99% load as per IEC 61683 standard.(v) The inverter shall adjust voltage and frequency levels to suit the existing DG Sets/AC power supply. (vi) The inverter shall be self-commulated with pulse width modulation (PWM) technology and shall be capable of synchronize maximum within 1 minute.vii) Maximum power point tracker (MPPT) conforming IEC- 62093 shall be integrated in the inverter to maximize energy drawn from the solar PV array. (viii) The inverter shall include appropriate self protection & self diagnostic feature to protect itself and the PV array from the damage in the event of inverter component failure or from parameters beyond the inverters safe operating due to internal or external causes. 21 (ix) Inverter shall have protective arrangement against ground leakage faults, over voltage & over current. (x) Inverter shall have arrangement for adjusting DC input current & shall trip against sustainable fault down stream and shall not restart till fault is rectified. Notes: (i) If the solar inverter as specified here-in-before is not available in the market , contractor will provide the same of higher capacity as available in the market without any extra cost. (ii) All suitable size of copper cables as per load requirement from SPV systemto inverter for interconnection purpose shall be provided by the contractor and deemed to be included in quoted rates. (iii) Cost of all Copper plates earthing equipments including Copper earth strips from equipments to earth pit is deemed to be included in quoted rates.(H) Uninterrupted power supply(UPS) : Supply, installation, testing & commissioningof 110V/40A Float Cum Boost Battery Charger unit includingbattery bank comprising 50 Nos of 2 Volts-65 AH sealed maintenance free battery.The CCCV battery charger consisting ofcopper wound,air cooled transformer, 01 Set single phase full wave bridge rectifier consisting ofdiodes andSCRs, liberally rated mounted on heat sink andcomplete with resistor/condenser network for surge supperssion .During auto float mode automatic changeover shall take place from float mode to boost mode and vice versa, 01 Set of solid state constant potential controller to stabilize the DC output voltage of the float cum boost charger, 01 No electronic controller , DCdigital ammeter,DC digitalvoltmeter, Potentiometer , DC, MCB for reverse battery protection . The charger should have alarm annunciation with visual and audible alarm with manual reset facility forfuse fail alarm. Float cum boost battery charger and DC distribution board shall be housed in powder coated sheet steel cubicle with panels of 1.6mm thickness , louvers for ventilation , gland plate will be provided for cable entry from bottom .The battery charger shall be divided into two compartments.The upper compartment shall house the battery charger & DCDB with all necessary controls. The lower compartment shall be suitable for housing the batteries. Tech specification shall be as under:-(a) Input working voltage-180 -270 Volts(b) Nominal Input Voltage - 230 V , AC , 50 Hz,1 (c) On load input power factor- > 0.8 (d) On load unit watt efficiencies-> 80%(e) No load losses of complete charge-< 10% (f)Ripple contents on the load (RMS)= 1% to 5% (g) Over load - 110% for 30 minutes and will give visual indication for over load condition. (h) Boost charging - 2.4 V/Cell . (j)Float charging -2.15 V/Cell (k)Float cum boost charging-Automatically changes from one state to another state as per battery condition and will give the visual indication for either float or boost based on charging mode. (l)Reverse polarity -No damage will caused .A visual indication for reverse polarity will appear with an audio alarm. (m)Short circuit-MCB protecton provided. Make of battery charger. Statcon/Sinetrac/Amar Raja Make of batteries. Exide/Amaron/Okaya(n) The battery bank system shall be designed to supply power to following loads :-(i) SCADA(ii) Inverter auxillairy supply 22 (iii) Capacity of battery bank shall be done considering the above mention load at power factor of 0.8 lagging inclusive of 10% design margin at 50ºC.Note:- All suitable size of copper cables as per load requirement for interconnection to above loads here-in-before shall be provided by the contractor and deemed to be included in quoted rates(J) DATA ACQUISITION SYSTEM/PLANT MONITORING & SCADA :- Supply,fixing,testing and commissioning of SCADA system Monitoring system with 65 inch Screen at site with Local LDMS and for Remote Monitoring 55 inchs screen in Engineer-in-charge office to be provided for the performance of the SPV on cloud. plant, inverter ,power, array voltages, array currents & AC parameters,energy yield, temperature,irradiance level etc. and it could provides flexible interface to facilitate PC based inverter monitoring and control via GPRS modem and internet/ethernet connection. This should have include web visualization system and data logger with integrated ethernet port. (i) Data acquisition System shall be provided for each of the solar PV plant. (ii) Data Logging Provision for plant control and monitoring, time and date stamped system data logs for analysis with the high quality, including latest version available of PC & Printer. Metering and Instrumentation for display of systems parameters and status indication to be provided (iii) Solar Irradiance: An integration Pyranometer/Solar cell based irradiation sensor (along with calibration certificate) provided, with the sensor mounted in the plane of the array. Readout integrated with data logging system. (iv) Temperature: Temperature probes for recording the Solar Panel temperature and ambient temperature to be provided complete with readouts integrated with the data logging system.(v) The parameters like AC Voltage, AC Output current, Output Power, Power factor, DC Input Voltage, DC Input Current, Time Active, Time disabled, Time Idle, Energy Produced, Protective function limits (Viz-AC Over voltage, AC Under voltage, Over frequency, Under frequency ground fault, PV starting voltage, PV stopping voltage etc are accessible via the operating interface display in real time separately for solar power plant. (vi) All major parameters available on the digital bus and logging facility for energy auditing through the internal microprocessor and read on the digital front panel at any time and logging facility (the current values, previous values for up to a month and the average values) should be made available for energy auditing through the internal microprocesor and should be read on the digital front panel. (vii) PV array energy production: Digital Energy Meters to log the actual value of AC/DC voltage, Current & Energy generated by the PV system provided. Energy meter along with CT/PT should be of 0.5 accuracy class. (viii) Computerized DC String/Array monitoring and AC output monitoring shall be provided as part of the inverter and /or string/array combiner box or separately (ix) String and array DC Voltage, Current and Power, Inverter AC output voltage and current (All 3 phases and lines), AC power (Active, Reactive and Apparent), Power Factor and AC energy (All 3 phases and cumulative) and frequency shall be monitored. (x) Computerized AC energy monitoring shall be in addition to the digital AC energy meter. 23 (xi) The data shall be recorded in a common work sheet chronologically date wise. The data file shall be MS Excel compatible. The data shall be represented in both tabular and graphical form (xii) All instantaneous data shall be shown on the computer screen. (xiii) Provision for Internet monitoring and download of data including recharging shall be also incorporated till the duration of contract. (xiv) Software shall be provided for USB download with life time license and analysis of DC and AC parametric data for individual plant (xv) Remote Server and software for centralized Internet monitoring system shall be also provided for download and analysis of cumulative data of all the plants and the data of the solar radiation and temperature monitoring system. (xvi) Ambient /Solar PV module back surface temperature shall be also monitored on continuous basis. (xvii) Simultaneous monitoring of DC and AC electrical voltage, current, power, energy and other data of the plant for correlation with solar and environment data shall be provided. (xviii) Remote Monitoring and data acquisition through Remote Monitoring System with latest software/hardware configuration and service connectivity for online/real time data monitoring/control complete to be supplied and operation and maintenance/control to be encurred by the supplier. Provision for interfacing these data on Engineer-In-Charge Computer/display device and portal.NOTE:- The cost of all equipments , internet, ethernet connections, connected cables, Server, printer etc. are included in this item All licensee of windows server, MS office or any other software required for functioning of SCADA is deemed to be included in quoted rates for life time. Recharge of GPRS/3G/4G/5G network for 5 yrs from date of completion shall be reponsibilty of contractor and rates quoted are deemed to include the same. Training: On successful commissioning of the plant, training shall be provided on Plant operations and maintenance to a team (Engineers and Technician/Operations) as nominated by GE for 07 days at the time of handing over of solar plant after completion of phase-I.K) WEATHER MONITORING SYSTEM : Complete one set for Chumathag As a part of weather monitoring system the contractor shall provide the following measuring instruments with all necessary software and hardware required to integrate with SCADA.(i) Pyranometer : The contractor shall provide minimum 04 Nos of secondary standard pyranometer (ISO 9060 classification alongwith necessary assessories for measuring incidental solar radiation at horizontal and inclined plane of array. Specificiation of the pyranometer shall be asfollows:- Spectral response : 0.31 to 2.8 micron ,Time response (95%) : Max 15 second ,Nonlinearity ± 0.5% ,Temperature response : ± 2% ,Tilt error <± 0.5% ,Zero offset thermal radiation ±7W/Sqm ,Zero offset temperature change ± 2 W/Sqm ,Operating temperature range O ºC to 80ºC ,Non stability Maximum ±0.8% ,Resolution minimum +/- 1 W/Sqm : Output Analog 4-20 mA, ,Digital RS 485 Each instruments shall be supplied with necessary length of cable calibration certificate with calibration ,traceability to world radiation reference(WRR) or world radiation centre shall be furnished alonwith the equipments.The GE reserves the right to check the calibration at the expense of the contractor. 24 The signal cable length shall not exceed 20 m .The contractor shall provide instrument manual in hard and soft form.(L) Protection switch gears: Supply, installation, testing and commissioning of factory made outdoor type, LT panel weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick with internal partition of 1.6 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 2000 Amp, outdoor type , frame factory fabricated , duly powder coated painting having thickness not less than 100 microns provided suitable gasket, suitable for 3 Phase4 wire, 415 Volts, 50 Hz, AC supply system, including the following :- (a)ACB 1250 Amps capacity adjustable type , 4 pole 50 KA, 800 V, 50 HZ draw out type breaking capacity 50 KA( Icu=Ics=Icw=50KA) microprocessor protection. (b) MCCB 400 A, 4 pole, 415 volts, 50 Hz - 03 Nos (C) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 800 V duly moounted on porcelain insulators -01 Set (d) Digital amp meter 3 ph programmeable type with suitable1600 Amps -01 Set (e)Digital volt meter 3 ph programmeable type with suitable0- 800 volts -01 Set (g) CT 1250/5A/5A, PT 100VA CL 0.5/3P (h) LED phase indicator (RYB )-01 Set. All DC & AC circuits shall be suitably protected using appropriate circuit breakers and isolators, fuses and relays annunciator & system condition displays. Protection switchgears on AC side shall have LT ACB 1250 Amps capacity adjustable type , 4 pole 50 KA, 800 V, 50 HZ draw out type breaking capacity 50 KA( Icu=Ics=Icw=50KA) microprocessor protection based with overload ,short circuit over voltage, under voltage, over frequency , under frequency , earth fault and instantaneous over current protection unit , electrically operated with manual spring charge facility , having indication for earth /over load /overvoltage/ under voltage/ over frequency/ under frequency complete with digital meter. Note:- Panelshall be provided as per approved SLD.(M) Cable Duct / Conduit DWC Pipe : Cable duct/ cable tray of appropriate size from solar panel to inverter/ transformer and cable duct made from PCC etc incl MS plates duct cover 6 mm thick (plain orchequered) channels square cut or notched ( ordinary & counter sunk) forming holes without any attachment complete all as spd and directed.Note: (a) There should be provision of vertical separation between power and control cable duct. (b) Cable ductshall be provided as per approved drg . 25 Supply, installation testing and commissioning of outdoor type step up transformer Inverter duty type low losses of 1 MVA, 0.800/11KV, 3 phase, 50 HZ, ONAN Cooled oil immersed copper wound out door type Step up Transformer delta/delta (Δ/Δ) complete with first oil filling and other standard fitting / accessories and Off load tap changer (Taping Range ± 5% in step of 2.5% each) suitable for feeding supply generated from solar power plant to existing transmission line with Including the following : 26 HV Bushing 33 KV and LV Cable Box suitable for chumathang area of Alt 4200 m along with necessary bus bars with adaptor box suitable for terminating incoming cables from inverter. Marshalling Box (having TTB Only ) all as specified and directed (i) Buchholz Relay trip contact and shut off valves. (ii) PRVRelay Trip (iii) Oil temperature indicator 150 mm dia with alarm and trip contact. (iv) Winding temperature indicator with alarm and trip contacts (v) Marshalling box 200 TB (MK) -03 Nos (6 No of terminal , 3 phase primary and 3 phase secondary, Bolted or plu in type terminal, cable entry 3X 50 sqmm (primary) and 3 X 120 sqmm (secondary) cable ties, clips or trays ) (vi) Magnetic oil level gauge. (vii) Pressure release valve (PRV) with trip contacts.(viii) Conservator with oil filling hole with cap and drain plug and wit built in diaphragm to avoid direct air contact with transformer oil. (ix) Oil level indicator with minimum level marking.(x) Thermometer pockets with thermometer. (xi) Silica gel breather (xii) Air Release plug. (xiii) Lifting Lugs (xiv) Earthing terminals (xv) Bi-directional Rollers (xvi) Anodized aluminum rating and diagram plate. (xvii) Off load Tap changer including indoor remote control panel. (xviii) Top filter valve (xix) Including transformer platform as per OEM recommendation is deemed to be included in quoted rates.Following protections shall be integrated with RMU Necessary equipments/metering devices shall be instaled in transformer.(a) Instantaneous overcurrent (b) AC time over current (c) Neutral & residual instantaneous over cuurent (d) Neutral & residual time overcurrent (e) master trip (f) anti pumping (g) trip circuit supervision (h) DC failure (i) WTI and OTI (j) pressure relief (k) Buchholz (l) Differential protectionNOTE:-The following works /items shall deemed to be included in the above quoted rates and no extra payment shall be made to the contractor on this account. (i) The erection /installation of transformer with suitable size of foundation as per OEM recommendation is deemed to be included in quoted rates (ii) Rates quoted is inclusive of all control cables of suitable size and core(as per manufacturer recommendations) from buchholz relay, PRV, OTI & WTI of power transformer to various controls ie CTS/PTs & HT panel and control panels. (iii) LT single core cable /LT bus bar of suitable size and capacity from LT panel to step up transforemers LT side including appropriate size of cable lugs as required at site for connection complete all as specified and directed. (iv) The step up transformer shall be suitable for inverter input to avoid/reduce/capable for odd harmonics and heat losses. 27 Supply, installation testing and commissioning of outdoor type distribution low losses as per Level II part I (IS:1180) of 1.25 MVA, 0.415/11KV, 3 phase, 50 HZ, ONAN Cooled oil immersed copper wound out door type Step up Transformer delta/star (Δ/Υ) (complete with first oil filling and other standard fitting / accessories and Off load tap changer (Taping Range ± 5 % in step of 2.5% each) suitable for feeding supply generated from solar power plant to existing transmission line with Including the following : 28 HV bushing and LV Cable Box along with necessary bus bars with adaptor box suitable for terminating incoming cables frominverter. Marshalling Box (having TTB Only ) all as specified and directed (i) Buchholz Relay with alarm and trip contact and shut off valves. (ii) Oil temperature indicator 150 mm dia with alarm and trip contact. (iii) Winding temperature indicator with alarm and trip contacts (iv) Marshalling box 200 TB (MK) -03 Nos (v) Magnetic oil level gauge. (vi) Pressure release valve (PRV) with trip contacts. (vii) Conservator with oil filling hole with cap and drain plug and wit built in diaphragm to avoid direct air contact with transformer oil. (viii) Oil level indicator with minimum level marking. (ix) Thermometer pockets with thermometer. (x) Silica gel breather (xi) Air Release plug. (xii) Lifting Lugs (xiii) Earthing terminals (xiv) Bi-directional Rollers (xv) Anodized aluminum rating and diagram plate. (xvi) Off load Tap changer. (xvii) Top filter valve (xviii) Differential relay protection for power transformer Following protections shall be integrated with RMU Necessary equipments/metering devices shall be instaled in transformer.(a) Instantaneous overcurrent (b) AC time over current (c) Neutral & residual instantaneous over cuurent (d) Neutral & residual time overcurrent (e) master trip (f) anti pumping (g) trip circuit supervision (h) DC failure (i) WTI and OTI (j) pressure relief (k) Buchholz (l) Differential protectionNOTE:-The following works /items shall deemed to be included in the above quoted rates and no extra payment shall be made to the contractor on this account. (i) The erection /installation of transformer with suitable size of foundation as per OEM design is deemed to be included in quoted rates .(ii) Rates quoted is inclusive of all control cables of suitablesize (as per manufacturer recommendations) from different relays buchholz relay of power transformer to various controls ie CTS/PTs & HT panel and control panels. (iii) LT single core cable /LT bus bar of suitable size and capacity from LT panel to step up transforemers LT side including appropriate size of cable lugs as required at site for connection complete all as specified and directed. (iv) The transformer shall be suitable for inverter input to avoid/reduce/capable for odd harmonics and heat losses. 29 Supply, installatioon , testing and commissiooning of factory made outdoor type 4 Way 2x630 Amp SF6 + 2x630Amp LBS out door type 11 KV Ringmain Unit with Space Heater at Altitude 4200m, 630 Amps IAC 20 KA for 3 sec suitable for solar power system confirming to relevant IS/IEC, LSC 2B having following specification and comprising of following:- (i) Electrolytic copper bus bars, droppers and bus bar should be insulated with full system voltage sleeves. Each SF6 breaker shall comprise of following 30 (ii) Trolly mounted vaccum circuit breaker as per IEC-62271-100 SF6 circuit breaker should have three Nos resin encapsulated vaccum bottles.(iii) Motorized spring charging mechanism 230V AC 50 Hz with integral spring charging handle for manual spring charging. (iv) Cast resin current transformer 11KV, 200/1-1A, Core-I: class 1.0, 5VA, core2:5P10,5VA.Bushing shall be of 11 KV (v) Cast resin potential transformer 11KV/√3/110V, 50VA, class 0.5Cl 3P, bushing shall be 11KV KV and HT fuse at the primary end and 4P MCB at secondary end of PT. (vi) Accessoories like local/remote switch, breaker control switch (T-N-C) space heater with thermostat, DC and AC control circuit through MCB, indicating lamps for RYB, spring charge, DC supply healthy, breaker ON/OFF , breaker in SERVICE/TEST. (vii) Multifunction meter with RS 485 port , on MODBUS Protocol. (viii) Digital ammeter and digital voltmeter. (ix) Master trip relay-01 No and Aux relay TCS, DC Fail, OC & E/F (x) Comprehensive numarical protection relay on MODBUS protocol compatiable for directional and non directional O/C, E/F, U/V, O/V protection, Pressure switch or gas density monito, Frequency relay, Breaker failure protectionTransfomer protection Bucholz protection, PRV,Differential protection, OTI, WTI Relay and panel should have following additional facilities:- (xi) Trip Ckt supervision, AC fail, DC fail (xii) Disturbance recorder. (xiii) Event log with date and time (xiv) Measurment and control feature (xv) Fully internal arc type tested. (xvi) SF6 bottles should be epoxy encapsulated. (xvii) Racking in/out, manual closing/tripping of CB with compartment door closed. (xviii) Breaker shall be provided with following contacts:- (xix) Auxilary switch with 6 No + 6 NC mounted on the draw out portion of the switchgear. (xx) Position switch with 3 NO + 1NC contacts for eachposition in SERVICE and TEST.(xxi) 16 window annunciater with hooter/alarm for OC,SC,OV,UV,TCS,DC Fail, AC Fail OTI,WTI,PRV,Bucholz, Differential, OF, UF, Gas density low, Breaker failure protection 31 Material and Labour for Earthing complete with GI earthplate electrode 600mm x 600mm and not less than 6 mm thick buried directly in ground (earth pit not less than 2.25m deep below normal ground level) with top edge of earth plate not less than 1.5m below normal ground level connected to GI strip of size 32x6mm by means of bolts, nuts, check nuts and washers of GI/steel all as shown in electric plate No 3 connected to equipmentscomplete and including char coal dust & salt filling in alternate layers (each layer shall be 15 cm thick)and GI protection pipe, medium grade 40mm dia and GI watering pipe 20mm, medium grade with funnel and wire mesh, 40mm thick pre-cast RCC, M-15 (nominal mix) cover reinforced with XPM weight not less than 4kg/sqm with suitable handle of 6mm dia MS bar and angle iron 40 x 40 x 3mm frame for cover, PCC M-15 (nominal mix) pit, excavation and earth work in any type of soil and connectedcomplete all as specified and directed. 32 Material and Labour for earthing complete with and including copper earth plate electrode 600 mm x 600 mm x 3.15 mm surrounded by a mixture of charcoal and salt in alternate layers burried directly in ground vertically in a pit of depth not less than 2.25 m deep below ground level with top edge of earth plate at a depth of not less than 1.5 m below ground level, connected to copper trip earth lead wire 25x6 mm dia by means of nuts, bolts, checknuts and washers made out of galvanised iron, 15 mm bore (light grade) GI pipe for protection of earthing lead, 20 mm bore (light grade) GI pipe for watering with funnel, wire mesh and including necessary excavation and earth work, PCC 1:2:4 type B-1 pit and 50 mm thick RCC M-25(Design mix) reinforced with XPM (weight not less than 3 kg/sq m) pit cover, C.I frame, charcoal and comman salt filling in alternate layers, complete all as shown and specified in electrical plate No. 3 of SI Part-I. 33 Material and Labour for Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr belowground level connecting to galvanisedearth lead wire 4mm dia by means of bolts,check nuts and washers and earth lead protected by provision of GI pipe light grade 15mm bore including provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded crushed stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 KG/Sqm) and frame of angle iron 25 X 25 X 3mm with lugs 2 Nos and with 6mm dia MS bar handle made to shape, GI medium grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge plate, common salt and charcoal filling, connecting to test pointwith fixing arrangement, funnel, wire mesh and earth work in hard/dense soil,returning filling in and removal of surplus soil to a distance not exeeding 50 mtr, all as per electrical plate No 3all as specified and testing on completion. Note :- Cost of earth lead upto 7.5 mtr and GI 15mm bore pipe is deemed to be included in unit rate. 34 Supply, installation, testing and commissioning of factory made, DG disribution cum DG syncronization panel of suitable size, outdoor type made out of CRCA sheet 3.15 mm thick with partition of 1.6 mm, frame factory fabricated with front and back openable double door with locking arrangement, with MS angle section 50x50x6 mm support, duly powder coated painting having thickness not less than 100 microns provided suitable gasket to make it dust and vermin proof, suitable for 3 Phase4 wire, 415 Volts, 50 Hz, AC supply system,comprising of following :- (a)Distribution panel with ACB 2500Amp microprocessor release operation type, 415 Volt 50 KA 1 Nos 2500 Amp ACB (b) DG Synchronizing panel- DG Sync Panel with double busbars required for sync 3 nos 400 KVA DG set after Sync Power fed to 2500 Amp Distribution Panel (c)Control Ckt require for DG Sync With PV System, Logic of this control ckt : DG 1, 400 KVA on all time with minimum 30% load and when load increase 80% DG2 400 KVAstart and so on for all 3rd Nos 400 KVA DG) Note: DG syncronization panel shall be provided as per approved SLDcomplete all as specified and directed.. 35 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1.9/3.3 KVgrade, cross-sectional area 400 Sqmm 3 core for solar ACB panel to inverter duty transformercomplete all as specified and directed. 36 Supply and fixing of cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrinkable type joint complete with jointing meterial and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size400 Sqmmcomplete all as specified and directed. 37 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 400 Sqmm 3.5 corecomplete all as specified and directed. 38 Material and Labourfor Sand cushing to under ground cable, provided with 8 cms thick layer before laying the cable and 15 cm thick after laying and streching the calbe complete all as specified and directed. 39 Supply and laying unreinforced precast concrete cable cover on the cable in the trench,classl LV, Type-I, flat size 250mm X150mmX50mm(1100 volts LT cable)complete all as specified and directed. 40 Supply and laying Unreinforced precastconcrete cable coveron the cable in the trench , class HV, Type-I, flat size 300mm X180mmX50mm (for 11KV HT cable)complete all as specified and directed. 41 Material and Labour for Solar HT Generation meter AC three phase, multifunction net meter of accuracy class 0.5s, rated voltage 110 V Ph-Ph or 3 X 63.5 V Ph-N, voltage range + 15% to - 30% of rated voltage, basic current 1 Amps or 5 Amps, maximum continuous current 2 times (200%) of basic current , starting current 0.1% of basic current, frequency 50 Hz and operating frequency range 47.5 to 50.5 Hz , IP 65 protection, Protection: over voltage, over current, over/ under grid frequency, over temperature, short circuit. with optical & RS232 port, backlit LCD display, (measures import kWh, kVAh, Export kWh, kVAh , Net kWh, kVAh, V,I, kW, 6 month history of energy, load survey, tamper detection & logging, power On/Off events, instantaneous parameters of rating -/5A with display in absence of powercomplete all as specified and directed. 42 Shifting of DG set of capacity 3 x 400 KVA from location Upper and lower chumathang (Upto 2 Km) near to SPV plant location with all connected items including installation, connection with cable, making of suitable size as per existing 3 Nos PCC plateform of 400 KVA DG set all as per specified and directed 43 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 630 Sqmm 3.5 corecomplete all as specified and directed. 44 Material and Labour for Rolling and consolidation formation surface in cuttingto required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. 45 Material and Labour for soiling (or Sub Base) 200mm thick (Spread thickness) with broken boulders or quarred stone interstices filled, surface formed and surface formed and rolled and consolidated torequired gradient and camber with 8 to 12 tonne power roller, complete all as specified and directed. 46 Material and Labour for cement concrete work in pavement/hardstanding of flexural strength 40 kg/sqcm in field using 400 kg of cement per Cum for thickness of concrete 20 cm including brooming the surface complete all as specified and directed. 47 Material and Labour for forming contraction (Dummy) joints 80mm deepx 10mm wide filled with sealing compound grade B complete all as specified and directed. 48 Material and Labour for forming 20mm thick expansiion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound grade B for 200mm thickness of concrete slab complete all as specified and directed. 49 Material and Labour for 150mm thick (compacted thickness) WMM in two equal layers 75mm thick each layer with coarse aggregates of lime stone, sand stone flint or quartizite of grading 2 (63 to 40mm size) spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and directed. 50 Material and Labour for Cement concrete 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concretecomplete all as specified and directed. 51 Material and Labour for Cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in benching, coping around poles (aove GL) etc including weathering slightly rounded or chamfered angles and fair finshing the exposed surfaces or concrete using extra cement cmplete including necessary form workcomplete all as specified and directed. 52 Supplying, installation, commissioning and testing of transformer step down 11/0.415KV capacity750 KVA, Level II, IS 1180 Part I, out door type copper wound 3 phase, 4 wire, 50 cycles per second, oil immersed naturally cooled external cooling tube core type delta connection on primary side (HV side) and star connection on secondary side (LV side) having tapping 0,± 2.5%, ±5%, ±7.5% to be charged by means of hand operated, off load/tap changing gear including first filling of new transformer oil of dielectric strength not less than 60 KV with standard fittings such as two earting terminals for body and one additional for neutral brought out inbushing, oil level gauge indicator for level minimum and maximum, lifting lugs, rating and termina plate, plain breather device to prevent ingress of rain water and inserts, drain cum sampling valve 20mm bore steel with plug,dial type thermo meter, oil filling hole 32mm threaded with plug. The transformer shall be powder coated for water/dust and vermin proof. Note :- (1) Transformer oil shall be conforming to requirements of IS-335-1983 specification for newinsulating oil for transformers.(2) Equipment shall be suitable to operate at 4200 mtr above MSL at temperature variation between -35˚C to (+)35˚ C including platform as per OEM recommendation is deemed to be included in quoted rates (For lower Chumathang) 53 Supplying, installation, commissioning and testing of transformer step down 11/0.415KV capacity400 KVA,Level II, IS 1180 Part I, out door type copper wound 3 phase, 4 wire, 50 cycles per second, oil immersed naturally cooled external cooling tube core type delta connection on primary side (HV side) and star connection on secondary side (LV side) having tapping 0,± 2.5%, ±5%, ±7.5% to be charged by means of hand operated, off load/tap changing gear including first filling of new transformer oil of dielectric strength not less than 60 KV with standard fittings such as two earting terminals for body and one additional for neutral brought out inbushing, oil level gauge indicator for level minimum and maximum, lifting lugs, rating and termina plate, plain breather device to prevent ingress of rain water and inserts, drain cum sampling valve 20mm bore steel with plug,dial type thermo meter, oil filling hole 32mm threaded with plug. The transformer shall be powder coated for water/dust and vermin proof. Note :- (1) Transformer oil shall be conforming to requirements of IS-335-1983 specification for newinsulating oil for transformers.(2) Equipment shall be suitable to operate at 4200 mtr above MSL at temperature variation between -35˚C to (+)35˚ Cincluding platform as per OEM recommendationis deemed to be included in quoted rates (For additional pocket & Upper chumathang)complete all as specified and directed. 54 Material and Labour for Steel tublar swaged poles erected truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to pole, B-118 final taper cap,bolts,nuts & screws, poles made out of ERW MS tubing conforming to IS 2713 Part-II. Type 410-SP-55 (11 m long) including drilling of holes of required size for fixing of cross arms, paintin g the exposed surfacs of pole with two coats of aluminium paint over a coat of two coats of zinc chrome3 primer and two coats of black bitumenous paint internally & portion embadded in concrete, making five black & white bands at lower portion of pole each 300 mm wide alternatley, and marking pole No. with black paint at suitable height complete all as specified and directed.(For two/ four pole structure) Note :- Excavation and earth work, PCC in foundation shall be measured and paid for separetely.complete all as specified and directed. 55 Material and Labour for Switch air break gang opertated tripple pole mechanically operated from ground level mounted, outdoor type suitable for vertical instatllation single break provided with locking arrangement for operating handle with lock consisting of mild steel channelHT post top insulator copper alloy high pressure assembly 33 KV grade complete with all accessoriescomplete all as specified and directed. 56 Supply & fixing lightning arrestor, high tension, polymer type gapless complete with all fitting transmission class, of capacity 33 kilo voltscomplete all as specified and directed. 57 Material and Labour forCross arms, bracing , supports, clamps and aback plates ,fabricated out of structural steel sections incuding nuts, bolts,washers,welding,bending cold or hot, drilling holes for bolts in any shape or size as indicated or coat of red oxide zinx chrome primer, one under coat and one finshing coat of aluminium paint complete all as specified. 58 Supply, laying, testing and commissioning of aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured & overall PVC sheathed cable of 11 KV (Earthed) grade in trenchesl/ in GI pipe including dressing and clamping the cable with MS clamps of cross section area 185 Sqmm 3 corecomplete all as specified and directed. 59 Supply, laying, testing and commissioning of aluminium conductor, XLPE insulated, PVC inner sheathed, GI strip or wire armoured & overall PVC sheathed cable of 11 KV (Earthed) grade in trenchesl/ in GI pipe including dressing and clamping the cable with MS clamps of cross section area 120 Sqmm 3 corecomplete all as specified and directed. 60 Supply and fixing of cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrinkable type joint complete with jointing meterial and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size120 sqmm to 185 sqmmcompleted all as specified and directed. 61 Material and Labour for ACSR conductor for the provision of HT OH lineof sizes,3 of 6/1X3.0 (Ferret), 3 of 6/ 1x2.59 ( weasel) completed all as specified and directed. 62 Material and Labour for galvanised steel wire of4 mm dia with hooks stretching kinks and bends completed all as specified and directed. 63 Anticlimbing devices spikes type fabricated out of MS bars (round square and flat) including nuts, bolts, washers and welding in two halves made to shape to suit the cross section of the pole complete all as specified and shown on drawings. 64 Supply and fixing pin type 10 KN polymer type, porcelain, viterous white, brown or green insulator including one mild steel spindle,for 33000 volts grade incl all accessories for fixing of pin insulator completed all as specified and directed. 65 Supply and fixing disc type 90 KN polymer type, porcelain, viterous white, brown or green insulator including one mild steel spindle,for 33000 volts grade incl all accessories for fixing of disc insulator completed all as specified and directed. 66 Supply and fixing of Danger notice plate of 1.6 mm thick mild steel sheet, vitreous enamelled white, with letter, figures and conventional skull and bones in signal red colour and fixed with M.S clamps, bolts and nuts of approved size, for HT,25x20cm sizecomplete all as specified and directed. 67 Material and Labour for Galvanised steel tubing light grade 80 mm bore laid in trenches orfix to wall/hole with fitting as required for cable protectioncomplete all as specified and directed. 68 Material and Labour for Galvanised steel tubing light grade 100 mm bore laid in trenches orfix to wall/hole with fitting as required for cable protectioncomplete all as specified and directed. 69 Material and Labour for stay assembly complete using stay rod of 20 mm dia complete with accessories as shown in electric plate no 1 of SSR-2009 Part -I complete all as specified and directed by Engr-in-Charge Note: (Unit rate quoted by contractor herein before also includes earth work and PCC work ,Loop type insulator ,stay clamps ,nuts ,bolts ,washers and concretecomplete all as specified and directed. 70 Material and Labour for galvanised stay strand, size 7/4 mmcomplete all as specified and directed. 71 Supply and fixing of loop type porcelain vitreous white ,brown or green insulator large size with overall dimensions 90x140 mm,clearance of hole 25.5 mm complete all as specified and directed 72 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 2200 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. 73 Under composion of following.(LT panel No-01 Lower Chumathag)(i)ACB 415 V, 4 pole, 1600 Amp, 50 KA -01 No (Incoming)(ii) ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Outgoing)For existing DG panel (iii) ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Outgoing)For existing DG panel(iv) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 2500 Amps duly moounted on porcelain insulators -01 Set (v) Digital amp meter 3 ph programmeable type with suitable2500 Amps -01 Set (vi)Digital volt meter 3 ph programmeable type with suitable0- 500 volts -01 Set (vii) LED phase indicator (RYB )-01 Set 74 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and copper busbar of capacity not less than 1250 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. 75 Under composion of following. (LT Panel No-2 upper chumathang)(i)ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Incoming cum outgoing) (ii) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 1200 Amps duly moounted on porcelain insulators -01 Set(iv) Digital amp meter 3 ph programmeable type with suitable 800 Amps -01 Set(v)Digital volt meter 3 ph programmeable type with suitable 0-500 volts -01 Set (vi) LED phase indicator (RYB )-01 Set 76 Supply and install LT panel outdoor type weather & vermin proofsuitable for 3 phase 415 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and copper busbar of capacity not less than 1250 Amp insulated with PVC sleeves and coloured with (R,Y,B and Black) with angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. Under composion of following. (LT Panel No-3 upper chumathang additional pocket) 77 (i)ACB 415 V, 4 pole, 800 Amp, 50 KA -01 No (Incoming)(ii) MCCB 415 V, 4 pole, 200 Amp, 25 KA -1 No (Out Going), MCCB 415 V, 4 pole, 400 Amp, 36 KA -1 No (Out Going) MCCB 415 V, 4 pole, 100 Amp, 25 KA -1 No (Out Going)(iii) Bus bar chamber with and including aluminium strip (set 4 Nos) suitable for 1250 Amps duly moounted on porcelain insulators -01 Set (iv) Digital amp meter 3 ph programmeable type with suitable 800 Amps -01 Set (v)Digital volt meter 3 ph programmeable type with suitable 0-500 volts -01 Set (vi) LED phase indicator (RYB )-01 Set 78 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 300 Sqmm 3.5 core complete all as specified anddirected 79 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 240 Sqmm 3.5 core complete all as specified anddirected 80 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 185 Sqmm 3.5 core complete all as specified anddirected 81 Supply, laying, testing and commissioning of XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 Sqmm 2 core complete all as specified anddirected 82 Supply and fixing of LED Street light of 70 Watt , IP66 power coated pressure die cast aluminium housing with high efficiency LED as lighting source and toughened glass complete all as specified anddirected 83 Supply and install LT panel box outdoor type weather & vermin proofsuitable for single phase 230 V made out of 3.15 mm thick MS sheet duly powder coatedand both sides openable with lockingarrangment and aluminium busbar of capacity not less than 100 Amp insulated with phase indicator incl angle iron frame for stand made out of40 x 40 x 6mmincludingfour legs grouted by using PCC (1:2:4) type B 1 with 20mm graded stone aggregate thimbling andcable entry box incl connection and necessary fixing arrangement complete all as specified anddirected by Engineer in Charge. Under composion of following.(For Street light)(i) MCB SPN 6-32 Amps, 230V, 10 KA -01 No (Incoming)(ii) MCB SP 6-10 Amps, 230V, 10 KA -02 No (outcoming)(iii) Bus bar chamber with and including aluminium strip ( 2 Nos) suitable for 100 Amps duly moounted on porcelain insulators -01 Set (iv) LED phase indicator (RYB )-01 Set 84 Supply and fixing GI bracket 1.2 m long made out of GI pipe 40mm dia mediam grade with necessary clamp for fixing nut and bolts and connection complete all as specified anddirected 85 Material and Labour for Steel tublar swaged poles erected truly vertical or planted as strut complete with 6 mm thick mild steel base plate, welded to pole, B-118 final taper cap,bolts,nuts & screws, poles made out of ERW MS tubing conforming to IS 2713 Part-II. Type 410-SP-31 (09 m long) including drilling of holes of required size for fixing of cross arms, paintin g the exposed surfacs of pole with two coats of aluminium paint over a coat of two coats of zinc chrome3 primer and two coats of black bitumenous paint internally & portion embadded in concrete, making five black & white bands at lower portion of pole each 300 mm wide alternatley, and marking pole No. with black paint at suitable height complete all as specified and directed.Note :- Excavation and earth work, PCC in foundation shall be measured and paid for separetely. 86 Supply and fixing of 2.5 sqmm copper conductor cable for street light connection from junction box to street light at pole all as specified and directed by Engr-in-charge 87 Supply and fixing of junction box made out of PVC box with necessary clamps for fixing busbar with MCB SP 6 Amps and necessary connection from street light to junction box with 2.5 sqmm x 3C copper conductor cable complete all as specified anddirected 88 Material and Labour for Plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in bed to drain pipes including packing under and haunching completely surrounding pipes with concrete after they laid and tested for 150 mm bore NP 2 pipe, complete all as specified and directed. 89 Material and Labour forM&L for Reinforced concrete pipes,class NP2,dia 150 mmlaid and jointed complete with collars complete all as specified and directed. 90 Material and Labour for PCC 1:2:4 Type B1 using 20 mm garded stone agg as in coping including weathering slightly rounded or chamfered angles and throating complete all as specified and directed. 91 Supply onlyliquid water proofing compoundcomplete all as specified and directed. 92 Material and Labour forTMT bars 10mm dia and over , cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed not less than 0.9mm dia, or securing with clips, rungs, handles completeall as specified and directed. 93 Material and Labour forprecast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in manhole coverslabsincluding necessary formworks set in cement mortar 1:4 complete all as specified and directed. 94 Material and Labour for cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in surface channel and inside drains of manhole complete all as specified and directed. 95 Material and Labour for Mild steel rungs and handle made to shape out of 16mm dia round barsconforming to Fe-290grade E-165including fixing/embedding in concrete /masonrypainted with two coats of bituminous paint complete all as specified and directed. 96 Extra forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends etc complete all as specified and directed. 97 Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work not exc 200mm thick (horizontal or sloping) for flat fair finished surfaces complete all as specified and directed. 98 Material and Labour for construction of septic tank for 10 users designed to carry sewage and sewage water, excavation in any type of soil, PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregates in foundation, precast cement concrete block masonry wall, RCC cover slab complete all as specified and directed and shown on drawing. 99 Material and Labour for construction of soakage well with excavation in any type of soil complete all as specifiedand directed and shown on drawing. 100 Material and Labour for MS work as in posts and struts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 101 Supply only chain link MS galvanised fencing any size or type complete all as specified anddirectedNote : weight of chain link fencing shall be checked by BOO detailed by GE. 102 Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards rails straining bolts etc including provision of binding wire complete all as specified and directed. 103 Material and Labour for prepration of new or previously untreated steel surface & priming with red oxide primer and applying two coats of synthetic enamel paint of any description over 10cm width or girth not otherwise described complete all as specified and directed. 104 Material and Labour for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 105 Material and Labour for Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 22.5cm longand diameter of neck 11 to 15mm complete all as specified and directed. 106 Material and Labour for construction of steel gate 5.5m wide and 3m high with RCC pillars including excavation and earth work and all other relevant works complete all as specified and directed. 107 Excavation over area not exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed. 108 Excavation in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 Sqm on plan and n exc 1.5 mtr in depth and getting out inhard/dense soil. Complete all specifed and directed. 109 All as per Srl No. 94. above but exc 1.5 m or part there ofin depth beyond the first 1.5m complete all as specified anddirected 110 Excavation in post holes (or similar holes) each not exc 0.5 Cum getting out returning filling and ramming earth or broken rubble mixed with earth around in layers not exc 25cm watering and removing surplus soil to a distance not exc 50 and making good surface in hard/dense soil complete all as specified and directed. 111 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed . 112 Removing excavated material (soil) to a distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. 113 Removing excavated rocks material from site n exc. 50 m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified anddirected
Contract Date: Jun 20, 2026 Contract Value : ₹ 6.14 Crore
Statutory Bodies & Commissions/Committees No of Bidders 9
Ladakh View Result →
3.
Drinking Water Supply and Sanitation #10279059 Price Bid
Tender For Rehabilitation Improvement And Basic Facility Of Parbati Dam District Dholpur. - 5.1.2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil 2 Dismantling doors, windows and clear story windows (steel or wood) shutters including chowhats, architrave and holdfastsetc. Complete and stacking 50 m lead of area 3 square meter and below 3 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 5 to 10 m depth 4 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.Welded mesh 50 x 50mm x 16 gauge 5 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 6 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . WITH 225 mm sweep 7 SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011. withStainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/work , refer Annexure A attached with this BSR . 0.5 HP, 1-Ø, (3 - 18)Mtr, (100-26) LPM 8 Supply , Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32/R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 1.5 TR ISEER not less then 3.8 9 Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Superstructureincluding curing all leads of all construction materials including curing etc. complete. in cement sand mortar 1:4 10 Add extra over item No. 18 (b) for compaction in restricted area nearby structure or flanks by hand rammers or by pneumatic tampers. 11 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 10 to 15 m depth 12 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes 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.)By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel)Using Screening Crushable type such as Moorum or Gravel 13 11.5.4Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 15 to 20 m depth 14 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means 15 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. From 20 to 25 m depth 16 Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 17 Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required. Beyond 25 m depth 18 Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8- 10 tonne capacity, finished to required level and grades.)(I)a Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .Using VG-30 binder 19 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 20 Providing and laying premix seal coat using hot mix plant and paver finisher with aggregates of 6.7mm size defined as 100% passing through 11.20mm sieve and retained on 2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumen including preparation and transportation of mix, spreading, laying and rolling etc. complete in all respect including cost of binder.(ii) Bitumen grade VG30 @ 4.50% 21 Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth 22 dismantling roofs with care including stacking of serviceable material and disposal of unservicable material within 50m lead for lime terrace 23 Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes. 24 dismantling stone slab roofing over wooden karries or RCC battens ( dismantling karries and battens to be paid for separately) including stacking of servicable material and disposal of unservicable material within 50 m lead 25 11.7Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost ofequipment, compressed air and etc. complete. 26 Dismanling old plaster or skirting , raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead 27 11.8Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification. 28 Dismantling flooring with care including stacking of servicable material and disposal of unservicable material within 50 m lead for: cement concrete flooring 29 5.16.1Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With initial lead of 250 m 30 Supply and fixing of steel doors, with frame of hollow metal pressed section 105×60 mm as per I.S.I 1.25mm thick with double sheet shutter 1.00 mm thick M.S. sheet tospot welded and embossed with rib type design on both sides, front side vertical and back side horizontal and spot welded including hold fasts of (15×3mm), M.S. oxidized fittings such as butt hinges sliding door bolts, handles, tower bolts etc. complete in all respect as per drawing and specifications including applying priming coat of approvedsteel primer 31 11.10Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete 32 Earth work in excavation in foundation trenches or drains including dressing of sides & ramming of bottoms , lift up to 1.5 m including taking out the excavated soil & depositing & refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within lead of 50 m : all kind of soils 33 11.9Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption) 34 Providing and laying in position cement concrete including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level: M10 grade nominal mix (with graded stone aggregate 20mm nominal size (P.C.C. in foundation) 35 16.33Exploratory vertical drilling of bore holes 150 mm dia through all kind of soils with the adequate / suitable equipments, tools and tackles for depths mesured below existing ground level including mobilization, setting up boring rig, shifting of rig from 1 bore hole to another and demobilization of the same 36 Random Rubble Stone masonry for superstructure above plinth level one storey height above 30 cm thick walls in: cement sand mortar 1:6 37 16.32.3Boring NX dia (54.7 mm dia), hole with diamond coring bits including taking out of core and arranging etc. core in proper order in core boxes including cost of core boxes. as per relevant I.S. code of practice. These rates are including Mobilization & demobilization of Rig. In sand stone and harder variety of lime stone 38 Filling available excavated earth ( excluding rock) in trenches ,plinth side of foundation etc. in layer not exceeding 20 cm. in depth , consolidating each deposited layer by ramming amd watering including lead up to 50 m and with all lift 39 5.1.3Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum 40 Brick masonry in foundation and plinth with bricks of class designation 75 in: cement mortar (1:6) (1 cement : 6 coarse sand) , add extra for superstructure upto third storey 41 10.1.1Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid massconcrete) 42 Providing and laying in position specified grade of cement concrete for RCC structural element upto floor three level including curing , compaction, finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of shuttering , centering and reinforcement for: Beams, suspended floors, roofs, girders having slopes up to 15degree, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircase and spiral staircases : M20 grade nominal mix/design mix Desc/Location Nos L B H 43 9.8.3Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm 44 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of column etc up to plinth level 45 9.6.4Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm 46 P/F steel reinforcement for RCC work including cutting bending placing in position and binding complete including cost of binding wire in foundation raft footing step beams base of columns etc. upto floor three level .: Hot rolled deformed bar (IS : 1139) 47 7.1.2Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:4 48 PLASTER (Ceiling) 6 mm thick. Cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) 49 8.13.2Flush or ruled pointing on stone masonry including racking of joints and curing etc. complete including all leads of all construction materials in mortar ratio. In Cement sandmortar 1:4 50 PLASTER (Internal) Plaster on new surface on wall in cement sand mortar 1:6 including ranking of joints etc. complete fine finished 20 mm thick. 51 5.9.1Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respectNot exceeding 15cm 52 Painting with enamel paint of approvd brand and manufacture to give an even shade : Two or more coats on new work 53 18.17.2Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm 54 Granding for roof water profing treatment with cement motor 1:4 (1 cement : 4 coarse sand) 2 inch thick 55 18.28.1.2Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458- 2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 150mm NP3 56 Polished Blue kota stone flooring Skerting, Laid over 20 mm thick base of cement mortar 1:4 and jointed with Grey cement Slurry to match of the Shade of the Slab including rubbing and polishing complete for area of each slab from 2001 to 5000 sq. cm. 25 mm thick slab 57 11.19Reaming, redrilling and pressure jet flushing of foundation holes of NX size, in the drainage gallery of dam, using diamond drill bit of suitable size, diamond reamer shell with using hydraulically operated rotary core drilling equipments, rods of suitable length to specified depth, fixing PVC pipes with caps, including cost of materials, hire charges of equipments, fuel, labour with all leads and lift etc. complete as directed by Engineer in Charge 58 Providing brick kharanja in cement sand mortar 1:4 in square pattren over roof of ground floor (75 mm to 100 mm thick avarage) Add for if cement mortar 1 : 4 is used instead of lime sand mortar 1 : 2. 59 18.50Cleaning drainage gallery, adits, instrumentation galleries etc. by scrubbing/ brushing including chiseling and removing leached lime deposit and disposing off all the waste materialoutside adits in specified location as directed etc., complete with all leads and lifts. 60 Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish 20 mm thick Add extra over item No. 12.7 to 12.10 for water proofing compound if used @ 2% of the cement by weight. 61 9.8.4Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sandmortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm 62 Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4 ralthal, stone kharanja, lime terracing 90 mm avarage thickness [as per JAIPUR PRACTICE] with ceiling pointing in cement sand mortar 1:3 per specification for span:above 3.00 metre and upto 3.30 metre. 63 10.1.3Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. 64 Providing and fixing T-iron frame for doors windwos and ventilators of mild steel tee-setions, joints mitred and welded with 15x3 mm lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 200 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butts hinges and screws and applying a priming coat of approved quality 65 10.9.2.2Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leadsand lifts using. Tor or ribbed bars (IS :1786-1985) 66 window:Providing and fixing Ms sheet double leaf doors shutter in angle iron frame 35x35x5 mm suitabilly digonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of engineer incharge. M.S. Sheet 20 SWG 67 10.9.1Labour charges for steel reinforcement including bending, binding, and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts. 68 Doors:-Providing and fixing M.S. sheet 1 mm thick double leaf door shutter in angle iron frame 35x35x5 mm siutabilly diagonally braced with 25x3 mm flat iron above and below lock rail of size 50x5 mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chokhats: including two coats of anit-corrosive red oxide primer paint. M.S. Sheet 22 SWG 69 10.10.2Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc. 70 Supplying & fixing fixed wire Gauge of 14 mesh X 24 Gauge to the Metal frame of rolled section by metal beading 20X3 with suitable screw at not exceeding 150 mm distance 71 5.8.1Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicabletaxes and levies etc. complete in all respect Earth / Soil 72 Providing and fixing square bars or other flat welded to window ventilators etc. 10mm x 10mm 73 5.18.2.2(ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density 74 Polished blue kota stone flooring skirting laid over 20mm thick base of C.M. 1:4 and jointd with grey cement slurry to match the shade of the slab including rubbing & polishing complete: for area of each slab from 901 to 2000 sqcm (a) 25mm thick slab 75 5.9.2Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm 76 Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 77 5.10.1Beyond initial lead of 50 m & upto 250 m 78 Finishing wall with water proofing cement paint of approved brand & manufracture and of required shade to give an even shade including all scafolding new work (three or more coats) 79 5.30Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 80 White washing with lime to give in even shade including all scaffolding on new work (three or more coats). 81 5.31.2Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filterBroken ballast 20 to 40 mm size 82 P & F rigid PVC pipe (IS 4985 Mark) Class 2nd / (4 kg / sqcm) approved quality / Make including jointing the pipe with solvant cement rubber ring and lubricant 110 mm dia. 83 11.14Prepration of old masonry surfaces before laying of further masonry or concrete over it by cleaning the surface and mortar joints with brushing and raking finally, washing by compressed air & water under pressure 84 PVC bend 110 mm 85 37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively. 86 Pointing on stone masonry in lime sand mortar 1:2 (1 lime putty : 2 sand) : Raised and cut pointing 87 11.18Add extra over item No. 16 &17 for each subsequent height 3.00 m or part there-of above initial lift of 5 m from ground level (upward or downward) 88 P & F unplasticized poly choride (UPVC) SWR pipe fitting type B for sciland waste discharge system ( IS : 13592: 1992 marked) of approved quality / make 110mm dia 89 12.30.3Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete. Rubber seal musical note type 100mmx44mm x14mm (44mm Bulb) Tefloncladded 90 P&F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS : 2556 mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor : size530x410 mm 91 12.40Labour charges for removal of existing wornout/damaged bottom and side rubber seal of Stop Log Gate of Dam by cutting bolts with gas cutter, providing holes in new rubber sealinsertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 92 P & F WVC wash basin (Ist quality, I.S. : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall : Size 450 mm x 300 mm 93 12.38Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete. 94 P & F G.I pipes (internal work) with G.I. fittings (IS:1239 mark) & MS clamps including cutting and making good the walls and floors : Exposed on wall A (i) 15 mm dia nominal bore 95 5.28.1Watering of earth including cost of carriage of water when source of water is up to 1 Km 96 Painting with enamel paint of approvd brand and manufacture to give an even shade : One or more coats on old work 97 12.39Labour charges for removal of existing wornout/damaged side rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter,providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete 98 P & F PVC storage tank (IS : 12701 marked indicating the BIS license No), of approved make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design : 300 litre capacity. 99 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.Beyond 1.5m height 100 P & F stop cock (IS : 8931 mark), superior quality & of approved make : brass 400 gm. 15 mm nominal bore 101 12.31.2Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class B primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich rimer(containing not less than 85% zinc on dry film) to give dry film thickness of 70 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150 5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be include expenses on mobilisation and demobilisation of equipments. For maintenance painting the surface preparation shall be done by appropriate hand and power tool cleaning, prior to hand power tool cleaning. Any heavy layer of rust should be removed by chipping visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning the surface should be cleaned of loose dust and debris and/or blast cleaned as laid down in para 7.0 of IS code 14177. After the surface preparation the primer and finishing coats shall be carried out as provided above for painting etc. complete.upto1.5m height 102 P & F looking mirrors with P.V.C. frame of approved (Atul, Modi Guard , Saint Gobin or equivalent) size 500 x 400 mm 103 18.13Painting distance mark stone and lettering with light blue white or yellow un-washable paint including cost of material 104 P & F flush cock/flush valve (IS 9758 mark) for WC of approved quality make : CP brass half-turn exposed 25 mm nominal bore. 105 12.37Oiling and greasing of Crest radial gates,Vertical Gates and Intake Service well Gates of Dam including all charges of man and material complete, which include cleaning of wire rope with petrol / diesel and applying Cardium compound to wire ropes, oiling & greasing etc complete as per direction of Engineer-in-Charge 106 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20 mm thick insider plaster in cm 1:6 , finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, earth work etc. complete as per design including disposal of surplus earth with in a lead of 50 mtr. inside size 300 x 300 mm depth up to 0.5 m cement cover with frame. 107 12.4Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets,wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator includingcost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using airless spray to provide dry film thickness of 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials. 108 Construction of soakage well in all types of soil of approved drawing, top 90 cm. Portion in 450 mm thick masonry with cm 1:6, 80 mm thick stone slab covering, jointing of slab in cm 1:3, Ralthal, Kharanja 40 mm thick M-15 grade C.C. flooring, earth work etc. complete including disposal of surplus earth with in a lead of 50 mtr. inner dia 90 cm & 10 to 12 mtr deep 109 11.13Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. 110 Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm comfirming to IS : 13753 colour such as white, grey, ivory, fume red brown, light green, light blue and other lightshades in floors, steps, pillars etc. laid on a bed of neat cement slurry including nicely finished joints using water proof joint filler powder (Untile or Roffe make) and finishing with flushpointing in white cement mixed with pigment to match the shade of tile complete (including the cost of cement mortar bed 1:4) Category-A : Kajaria, Jhonson, Somani make 111 12.52.1.11Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb type of Size 75mm 35mm x 10 mm 112 Add extra over item No 7.6.1 and 7.6.2 for using 400x400mm size MAT finished tiles inplace of 300x300mm size 113 12.52.1.9Providind of Rubber Seals as per IS 11855 for dams, sliuce, canals, barrage ,stop log gates etc of required size and type and specifications with testing , including all lead andlifts, packing and forwording charges for all components etc. complete in all respectRubber Seal Musical Knot, Solid Bulb with brass clading type of Size 100mm 45mm x 15 mm 114 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required. doors 115 12.49.2Oiling, Greasing work of gate parts like Headstock, Headstock parts, Roller Assembly, Operating Rod, Sealing Frame, Guide Tee with all Labor tools and tackles etc. and Materialfor vertical lift sliding type/ fix wheel gates excluding cardium compund and gear oil For gate size above 1 Sqm to 10 Sqm 116 Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded incement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws orwith fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, ormetal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steelhandles and peg stay etc. as required.windows sidehung(openable) 117 5.33Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts 118 Distempering with oil bound washable distemperr of approved brand and manufacture to give an even shade including all scaffolding : old work (one oe more coats) including scrapping surface and necessary repairs (a) colour change 119 12.36Operation of vertical / radial gates, hoist operation, stop log gates, Gantry Crane, mono rail etc. at Dams for all seasons round the clock whenever required, as per direction of Engineer in-Charge, by providing sk illed & semi skilled staff well conversant with the work of operation of gates as well as meet out all types maintenance & repair work of gates whenever required in any emergency during operation of the gates including deployment of Chowkidar at gate section of the Dam 120 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and includingscrapping and priming coat with cement primer 121 5.2.2Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard rock not requiring blasting 122 P & F bib cock (IS : 8931 mark), superior quality of approved make : Brass 400 grm, 15 mm nominal bore 123 18.1.2Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick 124 P&F sand cast iron (S.C.I.) Pipe (IS:1729 mark) of approved make in wall in floor with MS holder bat clamps in 10X10X10 cm. M15 grade concrete block joints filled with CM 1:4 with spun yard including cutting holes and making good the wall.150mm dia. 125 17.5.2Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar 126 P&F SCI fittings (IS1729mark) in CM 1:4 spun yarn150mm w/o door Bend 127 5.2.3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Phylite & other hard rock requiring nominal blasting 128 spray painting with flat wall paint of approved brand and manufacture to give an even shade : two oe more coats on new work including priming coat of distemper primer of approved brandand manufacture 129 11.2.1Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drillingincluding cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.Up to 5 m. depth 130 S&F following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 131 11.2.2Drilling 35 mm.to 48 mm. Dia holes in all types of rock or artificial hard material like concrete or masonary for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete & re-drilling in the hole through set grout, if required.From 5 to 10 m depth 132 S&Providing & Fixing of ISO certified company made off load change over switch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steelenclosure complete with connections with lugs, testing etc. as required in the following rating: All as per pre approved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure A attached with this BSR . 32 A, Four poleF following sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according toIS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 133 2.9.2Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost ofempty begs). 134 S&PP & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSRroviding & Fixing of ISO certified company made off load change overswitch four pole/two pole, 230/ 415 V ,side handle operated conforming to IS:13947 P-III in sheet steel enclosure complete with connections with lugs, testing etc. as required in thefollowing rating: All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 32 A, Four poleFfollowing sizes (dia.) of ISI marked ( IS:9537 P - II ) rigid steel conduit with wall thickness according to IS Specified along with ISI marked (IS:14768 P-II 2003) accessories in recessed using saddles, clamps, fasteners, pvc bushes, check nuts, as required including cutting jhiris in the wall and making good the same as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. dia 50mm 6.4 mmthick 135 10.2Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove 136 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. For additional technical parameters of product / work refer Annexure Aattached with this BSR 9 mm thick 137 11.1.1.1Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth 138 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimumphase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR (a) 6 Amp to 32 Amp rating 139 5.35.3Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing ofvoids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) 140 Providing corrugated G.I. Sheet roofing fixed with G.I.J. or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 60o) & excluding the cost of purlins rafters and truses, for class of sheets :1.60mm thick 141 11.1.2Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete 142 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDAaccrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Triple pole MCB 50/63 A rating 143 11.1.3Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. 144 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contactprotection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR (c) Double pole MCBS of 50 AMP to 63 AMP 145 12.7Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated rope drum hoist according to relevant IS code, consisting ofhoist platform bridge, rope drums, connecting shaft, gear system unit, pulleys, wire rope, Gate position indicator, manual operation system, etc. complete, with all accessories for operating gates including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oil filling, tools and tackles, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings, including packing & forwarding, transportation charges for all materials. 146 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including makingconnections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 4 way Metal door (single phase) 147 12.1.1Design, drawing, fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sill beams, vertical tracks, vertical seal tracks, sealing frame, guide tracks/rails, wall plates, seal seats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc. and any required necessary item, with all accessories as per relevant IS code, for all type radial gates/ Vertical lift fix wheel type sluice and Canal gates/Stop log gates including cost of all materials, machinery, labour, cutting,aligning, anchoring, welding, finishing, cleaning, tools and tackles, applying two coat of zinc rich epoxy primer to give dry film thickness of 70 5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thicknessof 150 5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., including packing & forwarding, transportation charges complete item, as per specifications and approved drawings 148 Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door (metal / Glazed )Distributio board with Metal end box made out from Galvanized steel /CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure A attached with this BSR 12 way Metal door (single phase) 149 18.49Under water videography of dam body & its appertunance i.e gates, under sluice, emergency gate grooves clearly showing location defect area or area of interest indicatingcondition from all possible angles and special focus on damaged portions complete in all respects upto the satisfaction of Engineer in charge. The work also includes supply of three sets of video in digital form and a depth wise report prepared in hard copy 150 Providing & fixing in position frame made out of MS angle (riveted or welded) finished with two coat of red oxide and enamel paint of following size as required 38*38*6 mm 151 12.8.1Design, Drawing, fabrication, supply, erection, testing and commissioning of Adequate capacity manually operated screw type hoist according to relevant IS code, consisting of supporting structure, platform bridge etc., operating handle, gate positionindicator, plumber block, couplings with all required accessories for operating Head/cross/escape regulator gate including cost of all materials, machinery, labour, tools and tackeles, cutting, aligning, anchoring, welding, finishing, cleaning, greasing, oiling, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enamel paint etc., complete as per specifications and approved drawings with all lead and lifts,including packing & forwarding, transportation charges for structural steel components and other materials. 152 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. systemlumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintanedtill life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .600mm , Min. Lumens output 1800 lm LED Tube rod with Polycarbonate Housing 153 5.15.1.1Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all typessoils/ saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 154 Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA, provision for pad lock, min. Electrical operation 10,000 upto 63 A rating ,minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR Four pole 100/300 mA sensitivity 40 A rating 155 7.1.3Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation includingcuring with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 156 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulationPVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parametersof product / work refer Annexure A attached with this BSR 1 *2.5 sq.mm 157 9.3.1Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing withrendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher brokenstone aggregate of maximum size upto;(For mix design Cement content considered 420 kg/ cum of concrete) 150 mm 158 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, in existing surface or recessed PVC/ MS conduit/casing capping making connectionswith Copper Lugs of suitable size, Ferrules,testing etc. as required. OEM Must have its own inhouse NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 1*6.00 sq.mm 159 7.10.2Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materialsincluding curing etc. complete. In cement sand mortar 1:4 160 Supply and erection of GI stay set confirming to pattern-1 of BS:16/1974 and as per latest Discom Specifications complete with stay rod with anchor plate fitted with cast iron crosshead and steel bow, in cement concrete 1:3:6 including excavation of pit-re-filling etc complete as reqd. All as per pre approved by Engineer in charge.For additional technicalparameters of product / work refer Annexure A attached with this BSR. Stay set of dia 16mm,1.8m long stay rod and anchor plate 300 x 300 x 4.0 mm 161 5.26Threading / turfing of grass on slopes of bunds etc. in rows 15 cm centre to centre in each direction including Ploughing, levelling, breaking of clods, and removal of stones etc. ifrequired including maintenance for 30 days or more till the grass develops fully with all leads and lifts complete 162 Add extra over item No. 10.25 for providing and fixing CGI sheets in curved roofing 163 8.2.1Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm 164 Supply and fixing of LT porcelain pin insulator as per IS 1445-1997 and as per Discomsstandard specifications,suitable for working voltage 1100 volts including all accessories like MS Forged GI LT Pin confirming to IS:7935/1975 (latest amended) Nut, Bolt etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure A attached with this BSR 100 mm x 70 mm 165 10.1.110.1 Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility ScaleSolar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR,showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed towithstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of more than 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in stringlevelmonitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive.The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document.10.1.1 Solar panels up to 10 KW at a single location. 166 Supplying and drawing overhead steel core Aluminium conductor (ACSR) ISI marked(IS 398 part II-1996) on existing cross arms through insulator with all necessary T&P required including binding and twisting etc. complete in all respect as required. All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure Attached with this BSR 30 Sqmm of (6+1) 2.59mm (Weasel) 167 16.12Hire charges of DGPS instrument with operator and staff for bench mark shifting, topography survey, command area survey, canal survey, dam survey etc. and collection ofdata, plotting the details and preparing digital map of area in layers, and developing contours where ever required as directed by engineer in charge; including supply of detailed drawingsin appropriate scale in soft copy & three sets of Hard copy complete in all respect. These rates are including all types of taxes applicable 168 Providing & Fixing of 6 amp. Combined flush type non modular socket and switch set as per PWD specification for electrical Works,made out from industrial grade Polycarbonate or fireresistant ABS material including cutting hole in tile and making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR 169 16.14.1.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, develo ping L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) L-section of Dam/ Canal (ii) InPlain area - Levels for L-section to be taken at interval 30 meter. 170 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . Suitable for 2 LED Tube shape fixture for single rod 171 16.14.2.3Transfer of Dam / Canal alignment from sajra map to the ground and taking Levels by Auto level or DGPS, developing L-section and X-section and submitting in hard copy threesets and soft copy in Auto Cad format, using layer system, showing all features. (Total length of L-section and X-section to be measured for payment) X-section of Dam/ Canal(Total length of X-section shall be measured) (ii) In Plain area - Levels for X-section be taken at interval 5meter 172 Plate Earthing as per IS:3043 with copper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying 3 mtr. below the ground level with 20 mm dia. G.I. B classwatering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lidsuitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternatelayers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter inmeasurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 173 16.10Grid survey at interval of 30 x 30 meter to conduct submergence survey with TS / DGPSinstrument and prepare 0.50 m interval contour plan and superimposing over khasra map including all ancillary works as described in specifications and conditions of contract. Note: Khasra map will be provided by Department Marking of existing FRL, MWL, MDDL contours and dam alignment. Prepare area-elevation and storage -elevation curves andtables. 174 Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0. 95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall besubmitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure A attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing 175 16.6.1Digitization of Jamabandi and providing excel sheet to the department Note: Jamabandi Register will be provided by Department 176 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I 62.5 KVA at 0.8 pf 415V 50Hz 3-ǿ 177 16.6.2Digitization of Khasra map with details in layers and providing soft copy (acad file) Note: Khasra map will be provided by Department 178 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter& Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults,UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturershall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ wo rk , refer Annexure A attached with this BSR . 50 to 82.5 kva 179 5.10.4Add extra for each subsequent lead of 1 km or part there of beyond 5 Km 180 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR i- shortpoint (upto 3 Mtr) 181 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR ii - Medium point (upto 6 Mtr) 182 11.5.1Drilling more than 48 mm but upto 76 mm dia, holes in over burden hard soil compacted earth, morrum etc. for consolidation / curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth 183 Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height.In flats, tees, angles and channels. 184 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mmnominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS: 694) in recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its ISI marked (IS:14768P-II 2003) accessories, round tiles,Hot Dipped Galvanized Modular Box of 1.2 mm thick with earth terminal, 10A Modular switch,3 pin ceiling rose / holder / 3 way connector ,Modular faceplate with grid plate, pvc bushes, check nuts, screws, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR iii - Long point (upto 10 Mtr) 185 Rewiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVCinsulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & its ISI marked (IS:3419-1988)accessories, 1.2 mm thick MS box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked (IS:2036-1995) phenolic laminated sheet, Al.alloy /Cadmium plated iron/ brass screws, cup washers, making connections, testing etc. as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR :on board 186 Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity(B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulsewithstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2,low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 40A rating 187 P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fanhook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 188 Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirementslaid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure A attached with this BSR . 1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 ) 189 Providing & Fixing of IS 11037:1984 marked non modular socket size flush type 180 watt rotary minimum 5 step fan regulator with CM/L no. printed and made out from industrial gradePolycarbonate or fire resistant ABS material including making connection testing etc. as required.All as per pre approved by Engineer in charge. For additional technical parametersof products/ work , refer Annexure A attached with this BSR . 190 Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth of minimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LED tube. ( Without tube). All as per pre approved by Engineer in charge. For additional technicalparameters of products/ work , refer Annexure A attached with this BSR 191 Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb in existing holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf 0.95 , CRI>70, minimum life time of minimum 25000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge . for additional technical parameters of product/ work, refer Annexure A attacheded with this BSR. 9 watt 192 P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nutand bolts as required. For additional technical parameters of product / work refer Annexure A attached with this BSR : 4.8 mm thick 193 Providing & Fixing of ISI marked (IS:1258) batten/angle lamp holder with CM/L no. printed and made out from industrial grade Polycarbonate or fire resistant ABS material, brassterminal & captive screwsincluding making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work ,refer Annexure A attached with this BSR 194 providing of 18mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 195 Chair type 7 {Revolving chair medium back, support backrest symmetrical lumber support, back cover mesh fabric) (inclusive all taxes) 196 Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. 197 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; handpacking, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up theinterstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete : Crusher broken Grade II (63-45 mm) 198 Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specificationincluding all material, labour, machinery, lighting, guarding and maintenance of diversion 199 Chair type 4 {chair type with arms,frame type 4 legs,castors without (inclusive of all taxes)} 200 Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour,machinery, lighting, guarding and maintenance of diversion. PCC M-25 201 Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure diecast aluminium housing LM6/ ADC12 material , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps . Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85 % and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used . LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety . Input Frequency 50Hz±3%, Power Factor >0.95 ,driver Efficiency >85% , THD(I) <10% , driver current <1000mA shown in LM79 report. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector Must be rovided, Surge Protection Min >=4KV internal and 10KV external, System life of 30000 Burning hours with 70% of Initial Lumens maintained, color Rendering Index >70 and CCT 5700K ±355K. Driver current <1000mA shown in LM79 report. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow raceability/authenticity. Fixture shall be IS 10322 Complianced. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures . (LM79/LM80) certificate/report with liable warranty of product/accessories from OEM shall be submitted . All as per approved by Engineer In charge . for additional technical parameters of products/works . High Power LED Flood 202 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S tube 203 Octagonal MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. 4 meter 204 Supply, Erection and Fixing of hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work . Double arm overhang 205 providing of 24 mm wire rope galvanised 6x36 construction IWRC (steel core) RHOL (right hand ordinary lay) & tensile strength of 1960 N/mm confirming to IS :2266/89 206 Supply installation testing & Commissioning of ISO certified company made high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 –2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, inte gral power tool accesible from door with padlocking arrangement ( winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, S.S. ropes (AISI 316, 7 / 19 costruction ), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135. ( See table P - 03 for specs.) OEM must have type test certificate for wind tunnel test for high mast fixtures , complete in all respect .All asper pre approved by Engineer in charge ,for additional technical parameters of products/work. 16.0 Mtr HM(in 2section) 207 Labour charge for removing old wire ropes and fixing of new wire ropes with all accessories and T&P etc complete 208 oiling & greasing of gantry crane on Parbati Dam Which includes complete Removal of all old worn out & broken down parts, cables, connections etc complete checking of all copper wiring, all wiring & connections control panel , all switches etc complete with all material , labout, T&P and lead and lift complete in all respect 209 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approvedbrand or manufacture 210 Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. : 80mm thick 211 Table type 3 (storage provided one side,length of table top-1200 mm, depth of table top-600 mm) 212 Providing sofa set(Frame covering fully upholstered, Total No of seats in sofa set -4, covering material for seat and back rest-leatherite) 213 Table type 5 (seating capacity - 8 seater, width in mm -1200, Length in mm - 2400mm, shape of table top Rectangular , height in mm - 750 mm ) (inclusive all taxes)
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
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4.
Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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5.
Housing Urban and Rular Development #10235078 Price Bid
Tender For New Construction Of Cheriyan Nagar Library Chennai; 1 DISMANTALING WORKS 2 Dismantling etc., all complete 3 Brick / Stone Masonry in lime mortar walls 4 Dismantling RCC by manual / by using deploying machineries 5 Doors and Windows including removal of frames, hinges and fastenings 6 CIVIL WORK 7 Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size bouldersand Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete SS.20B 10 cum 8 Carting away surplus excavated earth available with in the campus is to be carted to a lead of within 40 KM from site. The rate shall include loading into the tipper/ lorry transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. Rate to include materials, loading, unloading, transportation, plant and machinery, hire and fuel charges for tools and plants and other incidental charges, royalties, seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 9 Supplying and filling in foundation andbasement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 10 Supplying and filling in foundation, basement, etc with filling Gravel inwellrammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 11 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 12 Providing pre-constructional Antitermite treatment including cost of chemicals labour as per standard specifications for preparing the area for treatment by spraying chemicals and other incidental charges etc.. complete. The rates should be for antitermite treatment from the plinth beam and brick masonry with super structure in contact with the back fill earth and at the junction of the walls.The top surface of filled earth for flooring and the soil along with the perimeter of the building by making holes with the crow bar and poured 5% termicide “Chloripyrifos” and sprayingthe same termicide solution on the wooden frames and treating the other periphery of buildings etc., complete in all respects as per IS 6313 (part II) / 1981 and as directed by the departmental officers. 13 Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including C & U clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc.,Rate to include all materials, labour charges, wastages ,placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by theClient / Engineer-in-charge. 14 For Column footing, plinth / grade beam, bed blocks, template surfaces, steps, piers, raft slab / beams and such other members 15 for plane surfaces such as rectangular or square rcc columns, sunshades, topand bottom slab of rcc boxing, etc. 16 Plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slab / beams and such other members 17 Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Raft, Grade beam, Shear wall, RCC walls, Lift walls, Plinth beams, Column, footings, Grade slab, Roof slab & beam, Curved slab, beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box binders basement retaining wall, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. 18 For FoundationandBasement 19 For Ground Floor 20 For First Floor 21 For Second Floor 22 Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete / PVC cover blocks to maintain the cover as required.Rate to include all bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 23 Supply and constructing Fly ash Brick (230 x 110 x 75mm) masonry in Cement Mortar 1:5 (One cement and Five M sand) in foundations, basement and superstructure usingFly ash Bricks of size 230x110x75mm etc. Rate to include all materials, labour charges, wastagesfor working at all levels with necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging, curing, fuel, consumables as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 24 For Ground Floor 25 For First Floor 26 For Second Floor 27 Providing two legged scaffolding using 15 cm dia casuarinas post of 4 M over all length (3 M Height + 0.5 M Projection + 0.5 M into the Ground) the distance between the two rows being 1.25 M and the spacing of posts being 2.0 M in both the rows with two horizontal posts with 0.5 M. Overlap on either side and braces at 2.0 M Center to center including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40 mm thick and 1 M width, etc. in a complete from using coil and nails. 28 Upto 3 M Height 29 3 m to 5.5 m Height 30 5.5 m to 7.5 m Height 31 7.5 m to 10 m Height 32 10 m to 12.5 m Height 33 Plastering 10 mm thick for ceiling including slabs, beams and column drops and staircase waist slab, sunshade, drops, chajjas etc..with Cement Mortar 1:3 (1 of cement : 3 of P sand) according to the specification. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 34 Plastering 15 mm thick for external surfaces with Cement Mortar 1:5 (1 of cement : 5 of P sand) with water proofing compound of “CICO No.1 or equivalent“ as per Manufacturers Specification with sponge finish (washed sand finish) all complete as per specification and as directed. The rate includingcost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 35 Plastering of 12 mm thick for Internal walls with cement mortar 1:5 (1 of cement : 5 of fine river sand)according to specifications. Rate shall include for providing GI chicken mesh of nominal thickness at the junctions of masonry and concrete works to a width of 100 to 125mm including tying in position with suitable clamps/screws. Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, transportation charges, loading, unloading, preparation of surface, necessary hacking in RCC surface, scaffolding, stagging, tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 36 Painting the new plastered walls with two coats for Interior Plastic Emulsion paint approved quality and colour over a priming coat, with two coats of wall putty including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 37 Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 38 UPVC Window Specification:Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work 39 UPVC VentilatorSpecification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chamberedsections with wall thick of2mm.The EPDM rubber (black colour) covered with all over the edges of frame and shutter.The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames.The ventilator should be got approved from the Executive Engineer before use on work 40 Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. 41 Painting the new Iron work with two coats of Ready Mixed Enamel Paint of aproved quality and colour over the existing priming coatincluding the cost all materials etc.,complete, in all floors and as directed by the Departmntal Officers. 42 Providing and fixing Vertical blinds , quality of approved make fabric made of 100% polyester woven fabric thickness 0.40mm with virtually maintenance free having plastic bottom chain thickness of chain-0.50mm and diameter-3mm, Plastic with metal bottom and suitable coating on exterior, including all fixtures and fittings complete in all respect as per design/color/shade including requisite installation brackets etc as required for installation at site with anchoring arrangements complete. 43 Supply and laying with best quality the following materials of Ruby Red, Raw Silk Granite Slabs (Super Fine Polished with Machine Cut Edges) of sizes 4’x2’ and above 18mm to 20mm thick Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 44 Supply and laying with best quality the following materials of Sinthetic Grey, Paradise and similar varieties Granite Slabs Granite Tiles - (Superfine Polished with Machine Cut Edges) of size 2’0” x 1’0” and above 10mm Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 45 Nosing for Granite Slab-Single Nosing 46 Grooving the Granite Slab 47 Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Executive Engineer before use on work 48 Paving the floor with design Antiskirt Ceramic tiles (colour and shade as directed) of size 305 mm x 305 mm x 6 mm in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick laid in-situ and pointed with same coloured cement. 49 Supplying and fixing Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 50 Supplying and filling the sunken slab area by BRICK-BATCOBA by adding CICO NO:1 of approved equivalent admixture including applying two coats not less than 2 mm thick of TAPECRETE- Acrylic Polymer Based Naterproof Coating, over the final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with water proofing compound like CICO No.1 at the rate specified in the manufacturers specification after entire completion of laying pipes, sanitary fittings etc Rate including all mater aaod and lifts, working materials, labour charges wastages with necessary lead and at all levels, protecting the laid pipes and sanitary fittings, finishing the surface smooth to receive the top coat of water proofing application etc. as complete with all respects complying with relevant standard specificatior and as directed by the Client/ Engineer-in Charge 51 Including applying two coats not less than 2 nm thick of TAPECRETE- Acrylic Polymer Based Waterproof Coating, over the plastered surface as including final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with approved water proofing compound like CICO No. 1 or approved equivalent conforming to IS 2645 at the rate specified by the manufacturer over coated surfacepreparation of surface, finishing, curing etc. all complete at all levels as per manufacturers specifications and as directed. 52 Waterproofing: Providing and Applying CFTRI approvedtwo component flexible polymer modified acryliccementitious waterproofing coating with a mix ratio of(5 Liquid :7 Powder) to the RCC surface of the UGT/OHT tankapplied @ 2.2kg/m2 in 2 coats to achieve1.2mm DFT, having Elongation at break >120% asper ASTM D 412, Tensile strength >1N/ mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right anglesof wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completelyas per specification. Followed by applying 15 mm thick dimensionally stable fibrous reinforced cementitious structural grade dual shrinkage Polymer Mortar on as protective plastering @ 29kg/m2. The material having Compressive strength of 38 MPa at 28 days as per EN 12190, Adhesive Bond Test, >1.5 Mpa as per EN1542, followed by Water curing by sprinkling water for 3 times a day for 5- 7 days. Followed by applyingtwo component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA, having mixing Ratio (Base: Hardener: Water) – 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification 53 Finishing the top of roof with one course of Solar Reflective ceramic tiles of size 305 mm x 305 mm x 7 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete 54 Supplying And Fixing Rubber Moulded Interlocking Paver Blocks Against Available Edge Restraints 83 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To- Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete(Cost Inclusive of Crushed Stone Sand (M Sand)) 55 Supplying and fabricating of MS structural steel supports for various applications using channels, MS angle iron, bolts, nuts, anchor bolts etc., required for the work, cut to the size, bent to shape, welding, grouting etc., complete. Supports shall be powder coated with required colour for different system as mentioned above. 56 Providing Teak wood wrought and put up for frames of doors, windows and ventilators and any other similar joinery works including cost of country wood scantlings and labour charges for manufacturing the frames and fixing hold fasts and fixing in position etc. for all lengths as per architect designs. 57 Best Indian Teak Wood Panelled door in double shutters with frames 100x75mm at side,verticals and top. The shutters shall beof 40mm thick with moulded panels in 20mm thick planks,6Nos.of iron hold fasts fixed in c.c.1:2:4 6Nos.of butt hinges 125mm long including wind appliances, furniture,iron fittings,1No.of iron padlock 15cm long for locking arrangements and fixing inposition,etc.,complete.(ISI STD) 58 Varnishing the new wood work one coat with best shellac and with fine best varnish of approved quality varnish of teak wood natural finish including preparation of surfaces with sand papering in patty priming etc., complete complying with standard specification and as directed by the Departmental officers. 59 Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter 60 Best Indian Teak Wood panelled door shutter for single leaf door. The shutter shall be 40mm thick with moulded panels in 20mm thick planks inclusive of 3 Nos.butt hinges 125mm long,furniture iron fittings,1No.of jappened hooks and eyes 200mm long and 6mm thick and iron pad lock 15cm long including fixing inposition,etc.,complete 61 FALSE CEILING WITH GYPSUM PLAIN TILES Providing and fixing true horizontal level false ceiling using SAINT -GOBAINGYPROC or Equivalent make with 24 mm Grid system using hot dipped galvanised Steel Section, exposed surface chemically cleaned caping prefinished in backed polyestar paint wall angle of size 24mmX24mm used in the periphery of the ceiling fixed to the wall partition R.C. Column bandwalls with the help of screws Column bandwalls with the help of screws at 600mmc/c. Main runner of size 32X24mm suspended at1200mm c/cmax by using securely fixed to the structural soffit of R.C.C. slab by using 6mm Nylon Rawl plug at every 1200mm (Max) and 1200mm long Cross Tee of size 24X24mm to interlocked between Mainrunner at 600mm c/c (max) to form a grid of 1200mmX600mm. 600mm long Cross Tee of size 24X24mm is inserted to form a grid of 600mmX600mm and finally tiles laying 62 Art work as per the direction of department official, over Oil Painting with first class quality and approved colour including a priming coat with thorough scrapping clean removal of dirt., etc., complete and including necessary plaster of paris, putty, etc., wherever required (Relevent ISI STD), including putty works. 63 Supplying and Fixing of English Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 64 Supplying and Fixing of Tamil Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 65 upplying and Fixing ofEmblem (15”) Stainless Steel size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 66 Supply and fixing of Pre-fabricated Structural Steel, coated galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including Flashing for joints, and all incidental charges. 67 Supplying and erecting in position LIGHT DUTYSTEEL TRUSSES as per the drawing.The materials and design of the trusses should confirm to the relevant Indian Standard specification.The trusses shall be procured only from reputed manufactures oftrusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design.The rate quoted shall include the cost oftrusses.Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves, the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc.,The roof sheeting shall project 0.762m from the eves purlins. 68 Providing Wall Panelling using one side teak wood sheet with melamine polishing with following specification. The frame using aluminium tubular section of size 50mm x 25mm x 2mm thick fixing horizontally and vertically in position with wall at interval of 0.60m in both diretions, fixing water proof plywood of 12mm thick over the aluminium frame work with necessary screws. One side teak wood sheet of 3.5mm thick will be fixed over the plywood using fevical and finishing with melamine polishing and the rate inclusive of conveyance to site and labour charges and as directed by the Departmental Officers. The design pattern, water proof plywood, OST sheet and other materials to be used shall be got approved by the Executive Engineer concerned before use on work etc., complete. 69 Providing, supplying, and fixing factory-manufactured pre-fabricated insulated roofing panels made of PUF (Polyurethane Foam) sandwiched between two metal skins, comprising pre-painted galvanized iron (PPGI) sheets of 0.5 mm thickness on both sides with 40 mm to 50 mm thick CFC-free polyurethane foam core of minimum density 40 kg/m³, having tongue and groove jointing with cam-locking arrangement for weather-tight sealing. Panels shall have minimum overall R-value of 6.5 and thermal conductivity not more than 0.022 W/m·K. Roofing to be supported over structural purlins/trusses using self-drilling screws with EPDM washers, sealants, fasteners, ridge covers, and flashing, complete. Rate includes supply, transport, hoisting, cutting to size, edge finishing, foam taping at joints, sealing, labour, tools, scaffolding, and all incidentals for a fully finished, insulated, and weatherproof roofing system as per manufacturer’s specification and as directed by the Engineer-in-Charge. 70 Brick Wall Cladding Nuvocotto Edge Cut Wall Tiles Natural Red finish in size 230mm x 76mm x 15mm 71 Brick JalliNuvocotto Camp Jallie Natural Red finish in size 200mm x 200mm x 60mm 72 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT 73 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 74 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 75 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 76 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in Sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 77 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 78 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 79 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,. 80 PLUMBING 81 Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, unioncoupling connected by means of 40mm white PVC flush hand using indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition, etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting. 82 Supplying and fixing Stainless Steel Health Faucetwith all the accessories etc, 83 Supply and fixing White without PedastalWash Hand Basin of size 550mm x 400mm with all accessories such as Cast Iron Brackets, 32mm dia CP Waste Coupling, Rubber Plug and Chain, 32mm dia B Class GI Waste Pipe, 15mm dia GM Wheel Valve, 15mm dia Nylon Connection, 15mm dia Brass Nipples,15mm CP Pillar Tap etc (The wash basin should be got approved by Executive Engineer before use on works). 84 Providing and fixing C.P. Angle stop cock of approved quality conformingto IS:8931 :15mm nominal bore 85 Providing and fixing Brass Chromium Plated Towel Rail 60cm long and20mm dia with Brackets etc,. 86 Providing and fixing Brass Chromium Plated Soap Tray of size 150mm x 100mm 87 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines. 88 75 DIA 89 110 DIA 90 Providing, fixing and testing of PVC waste pipe of agricultural sereis conforming to IS 4985 including all fittings like tees, elbows, bends, collars, coupling, etc jointing with solvent cement followed by application of leak proof adhesive like FRP paste laid on floors inside the toilets to the required slope including making necessary bores in walls / foundations / concrete slab as applicable, making good the bores with CM 1:3 or cement concrete as applicable, curing etc., complete. 91 40 DIA 92 Providing, fixing and testing of PVC floor- trap 110 dia with necessory of multitrap connection (heavy duty hinged type) with brass CP frame & cover (100 mm x 75 mm). Trap of 100 mm dia inlet and 75 mm dia outlet fixed on a bed of cement concrete etc.complete. (The frame and grating shall be approved by Architects) 93 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(Concealed On Wall) 94 20MM DIA 95 25MM DIA 96 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 97 25mm dia Cost of gate valve 98 32mm dia Cost of gate valve 99 Providing, installation, testing and commissioning approved make CIY-type Strainer conforming to IS standardwithnecessary companion flanges, neoprene gaskets(10Kg/sq.cm. pressure rating) nuts and bolts including all the accessories to complete the work as per the specifications. 100 32 mm nominal bore 101 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines.(Pipes Runningin the Shaft & below ground level) 102 75 DIA 103 110 DIA 104 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(Pipes Runningin the Shaft & below ground level) 105 25MM DIA 106 32MM DIA 107 Providinging and fixing in position PVC Vent cowls of following dia of best approved quality conforming to BIS, etc., complete complying with standard specifications.(The PVC cowl should be got approved by the Executive Engineer before use on works). 108 75MM DIA 109 110MM DIA 110 Providing and fixing GI. puddle flanges (IS; 1239) fabricated out of 6 mmthick M.S. plate of size 300 x 300mm plusdia of pipe of 750mm long pipe pieces fixed to RCC wall of water tanks. Including painting with two coats of primer complete as required. The entire fitting shall be hot dipped galvanized.(Rate As per Quotation) 111 32 mm dia 112 40 mm dia 113 50 mm dia 114 65 mm dia 115 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:(Rate As per Quotation) 116 Constructing in site of Inspection chambers comprising burnt brick/solid block masonry walls of 230 mm thk., built in CM 1:4 over M-15 CC bed of thickness 100 mm ,Heavy duty RCC precast cover (SFRC), benching in CC M-15, internalfaces plastered smooth in CM1:4, 15mm thick and outside Rough Plastered with CM 1:6, 15mm thick including necessary earth work excavation returning and refilling and disposing surplus soil as directed by the Engineer in charge. 600x600 mm size internal and depth will 450mm to 1200mm & 900x800 mm size internal and depth will 450mm to 1200mm. (Rate As per Quotation) 117 600x600 118 Making of core cutting in RC slab of maximum 150mm thick of following diameter. 119 a) 150 mm dia 120 b) 125 mm dia 121 Providing and fixing MS slotted angle iron brackets, hangers, MS grip bilts,universal clamps with thereaded rod,supports with necessary drilling holes to suit the insertion of pipe clamps, deburring etc., as per detailed drawing for supporting soil, waste and rain water pipes and water Providing pipes in shafts with suitable MS clamps, bolts, anchor bolts, nuts and washers fixed on shaft walls/outer walls etc., The quoted rate shall include with the cost of brackets galvanizing with zinc alloy of 0.08 mm thick conformed to IS 1239 etc., complete as directed by the employer. 122 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.(600x600mm) 123 Providinging, installing, fixing, jointing, testing and commissioning of PVC Storm water pipe confirming to IS 13592 of SWR quality 4 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste,The quoted rate shall include necessary earth work, fittings,pipe to be laid below ground level in trenches upto required depth, dewatering, jointing of pipes, water testing and setting,refilling, and making good the same complete as required. 124 110 DIA 125 Providing, fixing and testing of Terrace Rain water outlet (110dia) with all the accessories etc,. 126 INTERIOR 127 BOOK SHELF 1 - 2100 x 400 x 2100 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 128 MAGAZINE HOLDER - 600 x 250 x 1200 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 129 DISPLAY UNIT AT RECEPTION - 1200 x 300 x 600 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 130 LEDGE 5000 x600 x 750 Panels are 16mm MR ply with 1mm Matt Finish on both sides with 2mm PVC Edge Band finish mounted to the wall. 131 4SEATERLEARNINGCENTRETABLE-2000mmx1000mmx750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thick 132 6SEATERLEARNINGCENTRETABLE-2400mmx1000mmx 750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thic 133 READING CHAIR - Lounge Chair Uphostered in EPU Leather. Sleek Four Star Fixed Base With Revolving Function In Warm White Powder Coated Finish. Three Dimensional Lumbar Support Design. Model number SCML-SF30.1. Bosses Cabin or equivalent. 134 ROLLINGCHAIRS-Medium back chair with metal grey back frame, metal grey adjustable PU armrest (4D), moulded foam seat with metal grey shell, STG drive-by-wire mechanism with 4 position locking, polished aluminum alloy five-star base with metal grey PU castors. Model number CHT66SW. Bosses Cabin or equivalent. 135 SINGLESTUDYCHAIR:Multi-Purpose Chair Upholstered In Water Based PU Leather. Cushioned Seat and White Ash Solid Wood Legs. Model number SCMF-XCB33 - Latte Brown. Bosses Cabin or equivalent. 136 LOCKER & FOOTWEAR STORAGE- – 1950x375x470mmPLU main 2 DR numeric lock with envelop slot – 1950x375x470mm. Godrej interio or equivalent. 137 RECEPTIONDESK-1800mmx650mmx 1050mm- Reception Table In Matt White and Oak Laminate. IncludesStorage Cabinet and WireManagement Grommet OnDesk. Top Model number 28ROB003(BCRMB-OB 03). Bosses cabin or equivalent. 138 Seamlessly shift from warm, cozy tones to cool, vibrant whites (also known as tunable white or human-centric lighting) is an advanced JS3 Serial LED Connecting System LED lighting technology that allows users to adjust the color temperature of the light output — from warm to cool — to suit mood, time of day, or functional needs.LED Type: OSRAM SMD 3030Iceil™ Supply of OSRAM 24V LED Module Color Temperature: 2700K to 10000K with Iceil IP67 Drivers CRI: ≥90 – Delivers natural, true-to-life color accuracyMounting: High-performance aluminum rigid PCB– Ensures excellent thermal management and long lifespanConfiguration:– Each block features 4 high-quality LEDs– Optimized light spacing for shadow-free illumination– Viewing Angle: PMMA lens Ultra-wide 160° beam spreadDimmable: No Compatibility:DALI, Tuya Smart App, Alexa, & Google Home. Touch Panel, and RF Remote control optionsPower Consumption:– Only 4-6W per sq.ft– Energy-efficient yet high-lumen outputLighting Quality:– Uniform light diffusion across the stretch ceiling– Suitable for both translucent and printed membrane typesIceil™ Power Supply: Wide Input Range 100-305AC (Class I), Surge Protection with 6KV/4KV, Working temp. -20~ +45°C 20% ~ 90%RH, Metal case IP67, Power factor <0.98LED and Power Supply Warranty: 5 Years or 50,000 Hours (whichever comes first)Certifications: CE & RoHS Certified – environmentally safe and globally compliant Installation of pre-supplied LED lighting fixtures, associated drivers, and control systems, including all necessary mounting, wiring, terminations, and system integration by qualified technicians.The scope includes:Installation of LEDs as per lighting layoutMounting and secure placement of LED drivers and control gear in accessible locationsElectrical connections between LEDs, drivers, and controllers using appropriate cablingTesting of each circuit and commissioning of the full lighting setupRate Includes: Skilled labor, tools, basic fasteners, and all on-site installation efforts.. 139 Iceil™ supplies exclusively premium-grade of European Standard PVC Thermo-Stretchable Membrane, complying with BS1-D0 as per EN 13501-1 and Class A as per ASTM E84-2024 fire safety standards. The membrane is precision-cut to the required shape and size, with perimeter edges high-frequency welded with harpoon inserts. Installation is carried out using a durable aluminium profile framing system, ensuring a seamless, secure, and aesthetic ceiling solutionThickness 0.18 mmWeight 250–300 gsm ± 2%Light Transmission Up to 75% (for translucent type)Width Up to 5 meters (seamless); larger areas joined with invisible seamsStretching Method Thermal installation at ~50–60°C using hot air gas blower Fire Rating BS1-D0, as per EN 13501-1, ASTM E84-2024 Class A Explanation: B = Very limited contribution to fire, s1 = Little or No Smoke Production, d0 = No flaming droplets or particles Moisture Resistance 100% Moisture-proofUV Resistance Yes – does not yellow or degrade indoorsEnvironmental ROHS compliant, Phthalate-free, UL Certified - Tri-O-cresyl phosphate < 50mg per kgCertification Manufactured in ISO 9001:2015 certified factoryWarranty 10 Years (under standard indoor conditions) Installation of pre-supplied Stretch Ceiling System, including site preparation, profile fixing, membrane stretching, and finishing using specialized tools and skilled labor.The scope includesFixing of aluminum/PVC perimeter profiles as per approved ceiling layoutHeating and stretching of the pre-cut stretch ceiling membrane on-siteAlignment, tensioning, and seamless fitting of membrane onto the installed profilesIntegration of cutouts for lighting, sprinklers, air conditioning vents, speakers, etc.Final finishing, cleaning, and handover of installed ceiling areaRate Includes: Skilled labor, installation tools, on-site execution, and necessary accessories for completing the installation of the stretch ceiling. 140 The Iceil Wooden Box is built from durable MR/BWP-grade plywood, featuring a 12mm back board, 18mm vertical sides (150mm height), and dual 8mm flexible plywood layers for curved designs. The 150mm depth accommodates lighting and structural needs.Finish Options: White emulsion or PU-coated interior, or white reflective laminate; exterior customizable per client.Mounting: Reinforced corners, cross supports (wood/MS) every 2 ft, fixed with dash fasteners, threaded rods, or MS supports.Stretch Ceiling Compatibility: Suits Iceil’s PVC Harpoon Profile System with aluminium profiles for welded membranes.Lighting Integration: Base for rigid block LEDs with ventilation slots for heat dissipation. 141 Wall paper 142 Carpet Flooring 143 160A LT Metering Panel - Supply, Installation, Testing and Commissioning of CPRI approved make of panel, cubicle type, Free standing, Wall mounted, single front,14 SWG CRCA sheet steel, enclosed separate compartment for each feeder, front operated, Powder coated, indoor type dust and vermin proof, hinged lockable doors, complete with electrolytic grade copper bus bars,internal wiring, colour coding, ferrules, Panel mounting MS Channels, fasteners, etc., including all associated control wiring. The Breakerof 160A TPN MCCB and 1set of 160/5A CT with TNEB Metering provision and 1nos of 160/5A CT for APFCR . (Rate as per Quotation) 144 Supply and Erection of electrical panels Boards 145 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type Three Phase Changer Over panel of size (H 2100 X L 2000 X D 300 ) mm with suitable to accommodate 100A 4 pole Three phase Change Over Switch-1No. as incomer for EB Source and as incomer for DG Source, 6nos of 63A 4Pole MCCBs and 4nos of 32A 4Pole MCCBs compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 146 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type 50 kVAR panel of size (H 1800 X L 1800 X D 300 ) mm with suitable to accommodate Incomer 1 Nos 63A 4Pole MCCB, 7nos of 25A 4Pole MCCBs with 7% 1-10 kVAR Capacitor banks in compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 147 VERTICAL THREE PHASE MCB DISTRIBUTION BOARD WITH MCB : Supply and fixingof4way verticalTPMCBsheetsteel Industrial Type TP MCB DB with IP54 Protection of surface type fitted with bus bars and neutral links with1 No. of 63A FP MCB as Incoming and 4 Nos.of32A,10KA Triple Pole MCB in Flush with wall and making good of the concealed portion with earth connection.( Industrial Type TPMCB DB with IP54 Protections) 148 Supply and fixing of 7 segment8 way63A TPN MCB sheet steel distribution board (Higher end) with metal / acrylic doorcover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and separate 4 way provision for accommodating one no. 4 pole incoming 63 A TPN MCB, 10kA, / Isolator and another separate 4 way for accommodating one no. 63 Amps, 30 mA, 4 pole ELCB / RCD (totally 8 ways in one segment) and 24 nos 6-32 A, 10kA, SP MCB / Isolators ( totally 24 nos.) for outgoing in 3 segments with label holder and provision for taking up cable for size not less than 35 sq.mm. withthe following in flush with wall with earth connection only. 149 Supply and fixing of 65 mm dia. (2 -1/2) GI pipe (class B) of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonry pedestal with suitable SMC box with door arrangement to house 6A SP MCB switch, 2/4 way connector on suitable hylem sheet and supply and fixing of 90W LED Streetlight fitting with LED (Higher end) with 1 metre 32mm dia. GI pipe (class B) Complete with suitable MS clamps for LED street light fitting and SMC box with PVC unsheathed copper leads from SMC box to fitting and with painting of suitable colour 150 Supply and Fixing of24W Ceiling Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 151 Supply and Fixing of11W Bulk Head Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 152 Supply of surface-mounted 24W LED wall lights to the ideal solution for a variety of indoor lighting applications. Direct illumination of the wall and surrounding surface, as well as accent lighting for vertical structures. Featuring an aesthetically pleasing, robust construction, these lights are built to withstand all weather conditions, ensuring long-lasting performance and durability • Luminaire body made of extruded aluminium alloy (grade 6063) with die cast aluminium components and non corrosive SS fasteners • Non yellowing UV stabilized translucent polycarbonate diffuser • Luminaire integrated with 24W LED • Die-cast aluminium mounting base for easy installation onto the wall • Surface mounting on wall using hardware after connecting to the power supply • IP : 65, IK : 08 • Cable entries for through-wiring of mains supply cable • Integral constant current power supply • CRI ( Ra) : >80 • Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply • Available CCT : 2700K, 3000K, 4000K, 5700K. Driver Power Supply : Integral, Input Voltage : 230-240Vac, Frequency : 50-60 Hz, Power Factor : ≥0.95, THD : <10%, Surge Protection : 4KV, Efficiency : >85%, Symmetrical Light Distribution.Product Finish options: Pure polyester powder coated RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. CE & BIS Certified. Inhouse NABL accredited lab. Brand Name : Philips, Product SKU : 919215850004 153 Supply of LED Linear Pendant luminaire is a versatile solution for projects that demand high quality of the lighting system and high visual comfort. With its modular design, the Revo-L can be used as an individual fixture or as a combination of luminaires put together in continuous lines • Luminaire made of extruded aluminium for better thermal management • polycarbonate diffuser for optimum optical performance, • Hexa-cell (Matte Black) secondary reflector • Suitable for surface and suspended mounting • Supplied with standard suspension kit (1metre).• Cable entries for through-wiring of mains supply cable • Integral power supply • Suitable for operation on 240V,50Hz single phase ac supply• Driver Power Supply : Integral, Power Factor : >0.90, THD : <10%, Surge Protection : 4KV-6KV, Efficiency : >85%, IP 44 Rating.• Dimension: 1188 x 36 x 75, 2365 x 36 x 75, 3540 x 36 x 75.• Wattage Options : Upto 40W, Upto 80W, Upto 120W.• Mounting: Pendant Mounting, Pendant Mounting, Pendant Mounting, Surface Mounting, Surface Mounting, Surface Mounting • Product Finish options: Pure polyester powder coated, RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 9016 Traffic White • CE & BIS Certified • Inhouse NABL accredited lab. Philips SP170P LED25S-6500 PSU W5L113 OD WH Smartbright Linear 154 Supply of Input power : 8W LED Bollard luminaire designed for surface mounted. Symmetrical light distribution. Luminaire madeof extruded aluminium alloy (grade 6063), die-cast aluminium of high corrosion resistance and non corrosive stainless steel fasteners. Translucent polycarbonate diffuser. Pressure die cast aluminium mounting plate Ø100.5mm x 4mm thick with 2 elongated holes 15 x 10 to suit M8 bolts at PCD55 for surface mounting on floor. The base plate have a cable entry hole of 70 x 24 mm dia at the center. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanical resistance IK08. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K. Colour rendering index (CRI)>80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.9, THD <10%, Surge protection 2.5KV. Luminaire dimension : 106mm diameter x 565mm height. CE & BIS Certified. Foundation Bolt - 2 Nos of M8 Foundation J Bolt Length 150mm, 2 Nos of (Spring Washers, Plain Washers and Nuts) for each BoltInhouse NABL accredited lab. PHILIPS Bollard BCP100 LED 10W PSU GR L 750mm Solar Light 155 Supply of LED Linear Lighting to suit ceiling / wall is a slim and elegantly designed fixture, suited for varied applications offers a uniform, glareless and soft lighting.Al. Profile Housing Dimension: 1000 x 17 x 8, 2000 x 17 x 8Mounting: Surface Mounting, Product Finish: Anodized Aluminum• Luminaire made of extruded aluminium for better thermal management • PC clear / semi clear matte diffuser for excellent diffused lighting experience throughout the life of the fixture • Designed for mounting on ceiling / wall • Cable entries for through-wiring of mains supply cable • To be used with LED strip & power supply unit of suitable rating. Brand Philips Profile Shine 240 LEDs/m LED Strip | 3000K Warm White | High Brightness Linear Strip for Cove, False Ceiling, Architectural, Ambient Lighting 156 Supply of 24V 2835 Flexible LED Strip, 12W/m, Non-Integral, CCT: 2700K, 4000K, 6500KDimension: 5m / Roll, IP : 67, Brand Name : K-Lite, Code : 7289 or equivalent 157 24V Power supply, IP 67 Rated SMPS suitable for 24V LED Strip lights. Wattage: 150W, 24V Series Waterproof IP67 Power Supply24Vdc 6.25 Amps 150W Power unitDimension: 313 x 43 x 34IP : 67,Brand Name : K-Lite, Code : 8198 or equivalent 158 Supply and fixing of Fans and Air Circulator 159 Supply and fixing of 1200mm (48) sweep AC ceiling fan 5 star rated complete ( Higher end)with 2 module 100W fan step regulator (Higher end)with 2.5 metre down rod with fan clamp, and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 160 Supply and fixing of 600mm wall mounting Air circulator and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 161 Supply and fixing of 300mm(12)sweep (Heavy duty) AC Exhaust fan complete with necessary wall opening and making good of the wall and wiring to the near by point with 1.5 sqmm FRLS PVC insulated copper wires including necessaryaccessories and hardwares as required. 162 Supply and fixing oflouvers shutter arrangements for 300mm(12)sweep (Heavy duty) AC Exhaust fan complete 163 Supply and laying of following XLPE armoured LTUG cable in a trench/Tray with suitable cable tie tag etc as required. 164 Supply and Laying of 3 1/2 x 50 sq.mm. PVC Al.Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 165 Supply and Laying of 4C x 16 sq.mm. PVC AL. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good.Main Panel to DB 166 Supply and Laying of 3C x 2.5 sq.mm. PVC Cu. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make goodMain Panel / DB to Street Lights 167 Supplying & Laying 120mm/103.5mm HDPE Pipe as per requirements including excavation & refilling. 168 Supply and fixing of double compression brass cable gland for following Aluminium conductorXLPE insulatedarmoured cable of 1100 V grade with earth connection. 169 Supply and fixing of brass cable gland for3 1/2 Cx 50 Sq.mm PVC LTUGAl. Armoured cable with earth connection 170 Supply and fixing of brass cable gland suitable for4C x 16 PVC Al. Armoured LTUG cable with earth connection. 171 Supply and fixing of brass cable gland for 3C x 2.5 sqmm COPPER cableLTUG cablewith earth connection. 172 Supply and providing cable end termination of the following sizePVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete (copper sockets for copper cables and Alu. Sockets for alum. Cable) 173 Supply and providing cable end termination of3 1/2Corex 50Sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping etc., with electrical connection complete. 174 Supply and providing cable end termination of 4 C x 16sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping with electrical connection complete. 175 Supply and providing cable end termination of 3C X 2.5 SqmmPVC LTUGCopper cable with necessary copper cable sockets by crimping etc, with electrical connection complete. 176 Wiring with 2 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End (SD-375) 177 Wiring with 2 x 4 sq.mm. (56/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 16A one way module switch and 1 no. 16A 3/2 pin module socket with module front plate with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with painting of suitable colour for Concealed PVC pipe power Plug point ( 8 points / Coil)Higher End (SD-385) 178 Supply and fixing of 25A Flushtype Wall Socket 25A DPMCB complete set for ACPlug inflush with wall with earth connection (For AC Plug) 179 Supply and Run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigidpipe Concealed inwall and ceiling with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copperwire and making good of the concealed portion withsuitable colour. ( SD 430 ) 180 Supply and Run of 2 Run x 2.5 sqmm and 1R of 1.5sq sqmm PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in suitable Pvc conduit pipe onconcealed wall and ceiling with continuous earth wire connection with painting of suitable colour. 181 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 50mm and 2 mtr long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs of carbon based environment friendly backfill compound and suitable clamp andwithcopper earth plate of size 125mm x 50mm x 6mm with necessary funnelling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonrySD-233 182 Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection 183 Supply and Run of 1 of25.6.25 mm Al. Flat on wall / floor / ground for earth connection. 184 Supply and Run of 1 of25.6.25 mm Cu. Flat on wall / floor / ground for earth connection. 185 Supply, Installation, Testing and commissioning of 40 channel NVR with 4TB HDD * 4nos, Up to 40-ch 8 MP IP cameras can be connected, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by up to 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1/VGA1 outputs provided  HDMI1 Video output ) resolution Storage and Playback, Up to 4SATA interfaces and 1 eSATA interface for HDD connection, Support upto 6TB capacity for each HDD, Smart search for efficient playback.(Make: Hikvision/Dahua/Panasonic) 186 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse.All including suitable camera stand and accessories. (Make: Dahua/Panasonic) 187 Supply, Installation, Testing & Commissioning of IP Network TDN Low-Light IR Dome Each Cameras, 1/2.8 CMOS,4 MP 2592 x1520 or better , triple stream, Min. Illumination required 0.005 Lux/F2.0 (Color,30IRE), 0 Lux/F2.0 (IR ON), 140dB True WDR, triple stream,3 to 12 mm, F1.4 to 2.8 , MFZ, Backlight Compensation, Highlight Compensation 3DNR, Privacy Mask, Internal/External Smart IR LEDs with up to 50m IR distance, H.265& |MJPEG, Inbuilt Video Analytics: Smart Motion Detection, Intrusion Detection, People Counting, Multiloitering, Face Detection, Line Crossing, Missing Object detection, [Unattended Object Detection. THe camera shall have inbuilt cyber security FIPS Chipset.Audio Stream Full Duplex, 1TB SD card support, IP 67 & IK10, Alarm: 1 In & 1out, PoE, H.265 High Profile and MJPEG, PoE Class . Certifications: ONVIF Profile S,G,T & M compliant, NDAA 889 UL, CE, EN, FCC & RoHS compliant and with all accessories and as per detailed tender specifications. 188 Supply, Installation, Testing and Commissioning of 32 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -3nos n) Built in LAN o) Magic remotep) Dimension 1242 x 724 x 55.1min(37). (Make: Sony/ LG /Samsung). 189 Supply and Clamping of CAT 6 armoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant.Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylenev. Twisting - 2 Cores to the pair vi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 190 Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point( Point to Point ) Crimping, Testing and arrangement charges. 191 Supply and fixing of POE 24 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. 192 Supply and Fixing of Rack with Accessories -Higher end 12 U Rack with LNS unit and fan extra for the above rack. 193 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 194 PA SYSTEMS 195 Supply,installation, testing and commissioning of 30W High efficiency ABS horn loudspeaker with weather protectin IP 65Max Power : 45 W, Rated power, 30 Watts, Power tapping, 30/15/7.5W-Effective frequency range (-10 db) (-380 Hz to 5 kHz) - SPL at rated power (1 khz) 126 dB- Self extinguishing acc. to UL 94 VO - IP 65 acc. to IEC 60529, safety acc. to EN 60065. (Make - BOSCH) 196 Supply, installaion, testing and commissioning of 240W mixer amplifier with following features : inbuilt bluetooth for audio streaming, sports audio playback from USB pen drive, 4 microphone/line inputs, plus music source input, insert features to use as a pre/power amplifier, Optional 2 tone chime generation for input 1 technical specifications - Frequency response 80 Hz to 18 kHx (+1/-3 dB W - 10 dB ref. rated output) - Distortion <1% @ rated output power, 1 kHz bass control Max +/- 8 dB Treble control max +/- 8 dB. (Make - BOSCH) 197 Supply, installation, testing and commissioning of Goose Mic 198 Supply and installation ofHandheld microphone with a dynamic transducer element that shall be designed for high speech intelligivility. It should have a rugged enclosure is both stylish and easy to use in a wide range of public and sound reinforcement applications. Polar Pattern unidirectional, frequency range 80 hZ to 12 kHz, Sensitivity 1.7mV/Pa +/- dB, Rate out impedance 600 Ohms. (Make BOSCH) (Market rate) 199 Supply and laying of FRLS PVC insulated 2 core 1.5 sq.mm. Armoured Copper Cable on ceiling / wall using fixing accessories like screws, plug, clamps, etc., asper standard methods and as directed by the Departmental Officers. 200 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 201 Supply and erection, testing and commissioning of 2.0 TR (6000K.cal/hr) ABS Split type Air conditioner (3 star rating)confirming to IS : 1391(part-2) 1992 with Admt No.1 fitted withhermetically sealed air compressor operating on refrigerant R-410A suitable for wall mounting for operation on 230V 50 HZsingle phase AC supply inverter technology with capable of thefollowing performinga) Coolingb) Dehumidifyingc) Air circulatingd) Filteringe) Refrigerant pipe lines – 6 mtr lengthThe installation works for the above split type AC units includethe following1. Mounting / fitting indoor and outdoor units at theirrespective locations2. Laying refrigerant pipe line of required length notexceeding 6 meters distance & connecting both units afterdrilling hole/holes in the wall is required, thickness of the coppertubing shall not be less than 0.7 mm3. Installing the section pipe with expanded polythene foamtubing4. Laying drain pipe to throw out the condensate water beingformed within indoor unit5. Leak testing the entire system unit6. Charging refrigerant gas in the unit7. Suitable electrical wiring with to be provided with 2.5sq.mm PVC insulated copper wire between indoor and outdoorunit upto 6 meter length and upto switch within 3 meters oflocation of indoor unit. (Like (Carrier / Voltas / Blue Star /Equivalent) as directed by the department officers 202 Supply and fixing of 5 KVA slim and wall mounting (V Guardmake ) double booster voltage stabilizer for operation on 170-230V 50Hz single phase AC supply capable for 2 TR split ACwith necessary inter connection and earth connection as directedby the departmental officers. 203 LANDSCAPE 204 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 205 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 206 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 207 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in Sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 208 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 209 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 210 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Defence #9966685 AOC
Tender For Provision Of Otm Accommodation At Saugor Under Ge Saugor.; 2 GENERAL SUMMARY 3 Lump sum price worked out by the contractor for BUILDING WORKS as listed in Schedule ‘A’Part-I (Ref prepriced schedule attached seperately) 4 Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART- II (INTERNAL WATER SUPPLY WORKS) as listed in Schedule ‘A’Part- II (Ref prepriced schedule attached seperately) 5 Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-III (INTERNAL ELECTRIFICATION WORKS ) as listed in Schedule ‘A’Part -III (Ref prepriced schedule attached seperately) 6 Lump sum price worked out by the contractor forSCHEDULE ‘A’ PART-IV (EXTERNAL ELECTRIC SUPPLY WORKS) as listed in Schedule ‘A’ Part-IV (Ref prepriced schedule attached seperately) 7 Lump sum price worked out by the contractor forSCHEDULE A PART-V (SEWAGE DISPOSAL WORKS) as listed in Schedule ‘A’Part-V (Ref prepriced schedule attached seperately) 8 Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART-VI(ROAD, PATH AND CULVERT WORKS) as listed in Schedule ‘A’Part-VI(Ref prepriced schedule attached seperately) 9 Lump sum price worked out by the contractor forSCHEDULE A PART-VII (AREA DRAINAGE WORKS) as listed in Schedule ‘A’Part-VII(Ref prepriced schedule attached seperately) 10 Lump sum price worked out by the contractor for SCHEDULE A PART- VIII (COMPOUND WALL, FENCING AND GATE WORKS) as listed in Schedule ‘A’Part-VIII(Ref prepriced schedule attached seperately) 11 Lump sum price worked out by the contractor forSCHEDULE A PART-IX (RETAINING WALL WORKS) as listed in Schedule ‘A’Part-IX(Ref prepriced schedule attached seperately) 12 Lump sum price worked out by the contractor forSCHEDULE ‘A’ PART-X (CONDUIT FOR TV & TELEPHONE WIRING WORKS)as listed in Schedule ‘A’Part-X(Ref prepriced schedule attached seperately) 13 Lump sum price worked out by the contractor forSCHEDULE ‘A’ PART-XI (SOLAR ROOF TOP SYSTEM WORKS) as listed in Schedule ‘A’Part-XI(Ref prepriced schedule attached seperately) 14 Lump sum price worked out by the contractor forSCHEDULE ‘A’ PART-XII (EXTERNAL WATER SUPPLY WORKS)as listed in Schedule ‘A’Part-XII(Ref prepriced schedule attached seperately) 15 Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART – XIII (EXCAVATION, EARTH WORK & SITE CLEARANCE WORKS) as listed in Schedule ‘A’Part- XIII (Ref prepriced schedule attached seperately) 16 Lump sum price worked out by the contractor for SCHEDULE ‘A’ PART – XIV ( DEMOLITION / DISMANTLINGWORKS) as listed in Schedule ‘A’Part- XIV (Ref prepriced schedule attached seperately) 17 SCH A Pt - XV (MISCELLANEOUS ITEMS) 18 Ext Electric Supply NOTE:- For items of Ext Electric Supply notes given at the beginning of Sch ‘A’ Part-IV ( Ext Electric Supply) shall also be applicable. 19 M&L for supply, installation, connecting and commissioning ofCPRI approved main LT distribution ACB, outdoor type, both side openable including locking arrangement with sliding door bolt, cubical type, 3 phase, 4 wire, 415V, factory made free standing, floor mounting, dust and vermin proof, cubical type, fabricated from 3.15mm thick MS sheet with anti-corrosive coating and finally epoxy polyster powder coating of flint grey shade fully compartmentalised design with 4 Nos insulated bus bar each made of high conductivity aluminium of size not less than 1.25 times of main incomer, prewired with suitable size of copper cable/insulated copper strip including PCC work and iron work for fixing arragement at site suitable earth strips conforming to IS, cable glands, lugs etc suitable for and comprising of the following.(A) INCOMING(i) ACB, 4 Pole, 415V, 50HZ 800 Amps with rupturing capacity 36 KA-01Nos(B) OUTGOING(i) Digital Multifuction meter withselector switch and three current transformers of suitable ratio and capacity -01 Set(ii) LED type Phase indicator lamps for three phases set of three - 01 set(iii) Bus bar chamber having insulatedaluminium, each suitable for 800 Amps for three phases and neutral -01 set(iv) MCCB, 4 Pole,415V, 50HZ 400 Amps with rupturing capacity 36 KA-02 Nos(v) MCCB, 4 Pole,415V, 50HZ 63 Amps with rupturing capacity 10 KA-01Nos(vi) 3 phase street light timer of capacity5 KW at 415V = 01 20 M&L for supply, installation, connecting and commissioning ofCPRI approved main LT distribution panel, outdoor type, both side openable including locking arrangement with sliding door bolt, cubical type, 3 phase, 4 wire, 415V, factory made free standing, floor mounting, dust and vermin proof, cubical type, fabricated from 3.15 mm thick MS sheet with anti-corrosive coating and finally epoxy polyster powder coating of flint grey shade fully compartmentalised design with 4 Nos insulated bus bar each made of high conductivity aluminium of size not less than 1.25 times of main incomer, prewired with suitable size of copper cable/insulated copper strip including PCC work and iron work for fixing arragement at site suitable earth strips conforming to IS, cable glands, lugs etc suitable for and comprising of the following.(A) INCOMING(i) MCCB, 4 Pole, 415V, 50HZ 300 Amps with rupturing capacity 36 KA-01Nos (B) OUTGOING(i) Digital Multifuction meter withselector switch and three current transformers of suitable ratio and capacity -01 Set(ii) LED type Phase indicator lamps for three phases set of three - 01 set(iii) Bus bar chamber having insulatedAluminium for three phases and neutral -01 set(iv) MCCB, 4 Pole,415V, 50HZ 100 Amps with rupturing capacity 16 KA-02 Nos(v) MCCB, 4 Pole,415V, 50HZ 63 Amps with rupturing capacity 10 KA-04Nos 21 M&L for supply, installation, connecting and commissioning ofCPRI approved main LT distribution panel, outdoor type, both side openable including locking arrangement with sliding door bolt, cubical type, 3 phase, 4 wire, 415V, factory made free standing, floor mounting, dust and vermin proof, cubical type, fabricated from 3.15mm thick MS sheet with anti-corrosive coating and finally epoxy polyster powder coating of flint grey shade fully compartmentalised design with 4 Nos insulated bus bar each made of high conductivity aluminium of size not less than 1.25 times of main incomer, prewired with suitable size of copper cable/insulated copper strip including PCC work and iron work for fixing arragement at site suitable earth strips conforming to IS, cable glands, lugs etc suitable for and comprising of the following.(A) INCOMING(i) MCCB, 4 Pole, 415V, 50HZ 400 Amps with rupturing capacity 36 KA-01Nos (B) OUTGOING(i) Digital Multifuction meter withselector switch and three current transformers of suitable ratio and capacity -01 Set(ii) LED type Phase indicator lamps for three phases set of three - 01 set(iii) Busbar chamber having insulatedAluminium busbar, each suitable for 400 Amps for three phases and neutral -01 set(iv) MCCB, 4 Pole,415V, 50HZ 160 Amps with rupturing capacity 25 KA-01 Nos(v) MCCB, 4 Pole,415V, 50HZ 40 Amps with rupturing capacity 10 KA-04Nos(vi) MCB SPN 240V, 50HZ 40 Amps,10KA -08Nos(vii) MCB SPN 240V, 50HZ 63 Amps 10KA -01Nos 22 M&L for supply, installation, connecting and commissioning ofCPRI approved main LT distribution panel, outdoor type, both side openable including locking arrangement with sliding door bolt , cubical type, 3 phase, 4 wire, 415V, factory made free standing, floor mounting, dust and vermin proof, cubical type, fabricated from 3.15mm thick MS sheet with anti-corrosive coating and finally epoxy polyster powder coating of flint grey shade fully compartmentalised design with 4 Nos insulated bus bar each made of high conductivity aluminium of size not less than 1.25 times of main incomer, prewired with suitable size of copper cable/insulated copper strip including PCC work and iron work for fixing arragement at site suitable earth strips conforming to IS, cable glands, lugs etc suitable for and comprising of the following. (A) INCOMING(i) MCCB, 4 Pole, 415V, 50HZ 100 Amps with rupturing capacity 25 KA-01Nos (B) OUTGOING(i) Digital Multifuction meter withselector switch and three current transformers of suitable ratio and capacity -01 Set(ii) LED type Phase indicator lamps for three phases set of three - 01 set(iii) Busbar chamber having insulated aluminium busbar, each suitable for 100 Amps for three phases and neutral -01 set(iv) MCCB, 4 Pole,415V, 50HZ 63 Amps with rupturing capacity 36 KA-01 Nos(v) MCCB, 4 Pole,415V, 50HZ 40 Amps with rupturing capacity 10 KA- 03Nos(vi) MCB SPN 240V, 50HZ 32 Amps, 10KA-01Nos(vii) MCB SPN 240V, 50HZ 40 Amps,10KA-01Nos 23 Supply & fix junction box single pole and neutral enclosure compression gland 2 with connector and clamp for pole mounting with two nos of nut bolt and washers and socket complete of size not less than 12 x 10 x4 complete all as specified and directed.Make : Sintex/ Hensel 24 S&F tubes galvanised 40mm bore light grade ISI Marked bent to shape of bracket 1.2 mtr in length for mounting of street light fitting and fixed to pole with clamps and nut bolt and washer with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 25 Taking down old existing transformer and shifting into MES substation yard complete all as specified and directed. 26 SEWAGE DISPOSAL NOTE:- For items of Sewage Disposal notes given at the beginning of Sch ‘A’ Part-V ( Sewage Disposal) shall also be applicable. 27 S&F HDPE double wall corrugated sewagepipe 150mm internal bore SN-8 ISI Mark as per IS: 6908 Part II 2013 laid in trenches joined and tested as per manufacturers instructions complete all as specified and directed. 28 Construction of RCC septic tank designed to carry sewage and sludge water including excavation and earth work in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab, baffle walls and roof slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 150 users (CONVENTIONAL pattern) complete all as specified and directed. 29 Construction RCC septic tank designed to carry sewage and sludge water including excavation and earth work in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab, baffle walls and roof slab including beams etc with vent shaft, manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users (CONVENTIONAL pattern) complete all as specified and directed. 30 Construction RCC septic tank designed to carry sewage and sludge water including excavation and earth work in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab, baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth of 1.5 meter and overall depth of 3 meter for 50 users (CONVENTIONAL pattern) complete all as specified and directed. 31 Construction of soakage wells including excavation and earth work in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M-25 Design Mix concrete including intercepting chamber and screen chamber made ofbrick masonry in CM, RCC cover slab in M25/SFRC cover, inter-connecting pipes of RCC/DWC complete filled with brick bats2.40m x 3.00m effective depth complete all as specified and shown on drawing No TD NoCEBZ/TD/78/2011. 32 COMPOUND WALL, FENCING AND GATE WORKS NOTE:- For items of COMPOUND WALL, FENCING AND GATE WORKS notes given at the beginning of Sch ‘A’ Part-VIII ( COMPOUND WALL, FENCING AND GATE WORKS) shall also be applicable. 33 Provision of steel gate 5.50m wide in double leaf, including RCC (M-25) pillars, excavation and earth work, formwork, reinforcement bars, painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer, three coats of white wash over plastered surfaces of pillars complete all specified and shown on Drg No CEBZ/STD/104 of 2011. 34 Provision of steel gate 8.00m wide in double leaf, including RCC (M-25) pillars, excavation and earth work, formwork, reinforcement bars, painting to steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer, three coats of white wash over plastered surfaces of pillars complete all specified and shown on Drg No CEBZ/STD/104 of 2011. 35 (CONDUIT FOR TV & TELEPHONE WIRING WORKS)NOTE:- For items of CONDUIT FOR TV & TELEPHONE WIRING WORKS notes given at the beginning of Sch ‘A’ Part-X ( CONDUIT FOR TV & TELEPHONE WIRING WORKS) shall also be applicable. 36 S&F RJ 11 telephone socket with shutter, 1 module including modular cover plate, metal flush box (16 gauge) concealed in wall/roof complete all as specified anddirected. 37 S&F RJ 45 computer jack with cat no 6 socket, 1 module including modular cover plate, metal flush box (16 gauge) concealled in wall/roof complete all as specified and directed. 38 SOLAR ROOF TOP SYSTEM)WORKS NOTE:- For items of SOLAR ROOF TOP SYSTEM)WORKS notes given at the beginning of Sch ‘A’ Part-XI ( SOLAR ROOF TOP SYSTEM)WORKS) shall also be applicable. 39 Design, supply, installation, testing and commissioning of ON Grid connected roof top solar generation system of capacity not less than 55 KWp AC capacity all as specified in PS and directed as per PS clause and specification as follows (for (For Adm Bldg):-(A) Supply, Installation, testing and commissioning of not less than 55 KWp SPV system comprising of latest specification DCR solar photo voltic modules/array of high efficiency made of mono crystalline silicon solar PV cells with supply and fix of terminal box on the module havingprovision for opening & replacing the cable etc.as per IEC. The general features of PV modules shall be as given below :- a) The module shell be made up mono crystalline silicon cells.b) The interconnected cells shall be laminatedin vacuum to withstand adverse environmental conditions. c) The module frame is made of corrosion resistant materials, preferably having aluminium anodized finish. d) The minimum clearance between the lower edge of the modules & the developed ground level shall be 300 mm.e) Surge arresting devices to be provided at junction box and module shall be provided with bypass diode.f) The SPV module must be IEC 61215, IEC 61730 part I & part II, IEC 61701 certified from any of the accredited certifying agencies.g) Each solar PV module must be warranted by manufacturer at least 90% rated power at the end of 10 years & 80% at the end of 25 years. Note: Qty of PV module shall be decided as per OEM recommendation, design and layout drawing submitted to department duly approved by GE. 40 Note :-(i) Makes of panel provided shall be as per MNRE specification/ standard and registered in ALMM. (ii) 5% spare qty of modules shall be provided by the contractor for repair / replacement purpose. (iii) Addln module shall be provided / installed by the contractor to meet specified power output incase if the same not achived during testing and commissioning without any extra cost.(iv) Each PV module used in any solar power project must use a RF identification tag. The following information must be mentioned in the RFID used on each module:-(v) Name of the manufacturer of PV Module(vi) Name of the Manufacturer of Solar cells(vii) Month and year of the manufacture for solar cells and the module(viii) Country of origin (Make in INDIA only)(ix) I-Vcurve for the module(x) Wattage, Im, Vm and FF for the module(xi) Unique Serial No and Model No of the module(xii) Date and year of obtaining IEC PV module qualification certificate(xiii) Name of the test lab issuing EC certificate(xiv) Other relevant information on traceability of solar cells & module. 41 (B) Module Mounting Structure (MMS) :-Supply & fixing of the anti-corrosive factory made Gl structure on the RCC Roof for fixing of PV modules by fixing of suitable size fastner, spring washer, nuts & bolt. The minimum thickness of galvanization & mounting steel structure shall be as per IS 47592 & IS 2061-1992 respectively withstand the wind load of 180 Km/hr. as per IS 875. The array structure shall be fixed properly using maintenance free earthing kit. Note:-(i)The total load for roof top SPV should be less than 60 Kg/m2.(ii) The design of module mounting structure complying load withstand as per relevant IS alongwith fixing arrangement on roof shall be submittedby the contractor duly vetted from IIT/NIT/Govt Engg college for approval by GE.(iii) The material shall be corrosion resistant and electrolyticaly compatible with material used in module frame. (iv)The fasteners should be of stainless steel and should allow easy replacement of any module.(v) The minimum clearance of the structure from the roof level should be 300 mm. 42 (C) Solar DC Cables:- (i) Supply & laying of 1.1kv single core multi strandedPVC FRLSH insulated & unsheathed copper wire/ copper cable for 3 ph supply in ISI marked PVC rigid conduit pipe by saddling as per IEC. (For Solar Array DC supply connection). Note : (i) The size of cable shall be as per design given by OEM & approved by GE.(ii)Cable should be passes through PVC rigid pipe and pipe should be fixed properly inside cable tray for easily maintenance, is included in quoted rate(D) DC Combine boxA DC combine box shall be used to combine the DC cables of the solar module array with DC fuse protection for the outgoing DC cables to the DC distribution box. 43 (E) Array junction boxes_-The number of junction boxes as per design given by OEM are to be provided in the PV array for termination of connecting cables. All wire/cables must be terminated through cable lugs. Copper busbar/terminated blocks housed in the junction box conforming to IP 65 degree of protection with EPDM rubber gasket to prevent water entry. Junction boxes shall be mounted on the MMS such that they are easily accessible and protected from direct sunlight & harsh weather. (F) On Grid Power Conditioning unit ( Inverter):-Supply & installation of 415V 3-ph, 50 Hz microprocessor DSP type grid connected Inverters which converts DC energy produce by the solar array to AC energy such that it synchronizes with the existing AC power source on site. Provisioning of power manager to get all parameter details. The Inverter shall have inbuilt MPPT (Maximum Power Point Tracker) feature so as to extract maximum power from PV modules & the MPPT units environmental testing should qualify IEC 60068-2 (1,2,14,30)/ Equivalent BIS standard. (The voltage variation of +/- 10% & frequency variation +/-3 Hz)Note :-(i) No of inverters shall be provisioned as per design given by OEM. (ii) Inverter should have internal protection arrangements against any sustainable fault in feeder line and against the lightning on feeder.(iii) Should have isolating transformer(iv) Inverter efficiency >93% with inbuilt galvanic isolation) (v) No load losses shall be less than 1% of rated power.(vi) The above quoted rate is inclusive of MS structure stand duly fixed and placing inverter. 44 (G) Solar meter & Net meter:-As per DISCOM requirement, to be provided at main MRS. Cost of Solar meter & Net meter, installation, connected accessories, necessory liasioning with DISCOM are included in quoted Rates. If DISCOM desires installation of above meters through deposit work including NOC if required, then cost of deposit shall be made by contractor and amount shall be included in quoted rates.(H) AC Distribution Board:-(i) Supply & installation of 415V 3-ph 50Hz AC distribution board control AC power from Inverter & provided by nacessary surge arrestors system and suitable capacity MCCBs.; Qty-01 No Note: ACDB shall be provided as per OEM design as approved by GE.(J) AC Cables:-(ii) Distribution wiring in 1.1kv single core multi stranded PVC FRLSH insulated & unsheathed copper wire fixed on wall on PVC batten or saddle(For AC power supply from Inverter to AC distribution board Panel).Note :- (i) The size of cable shall be as per design given by OEM & approved by GE. 45 (K) Protection:-The system shall be provided with all necessary protection like earthing, lightening & surge protection as per relevant standard.(L) Performance testing:-Ratio between the theoretical energy outputs of the SPV plant is termed as performance ratio and is measured in accordance with IEC 61724. Based on prevailing climatic and temperature conditions in India, a performance ratio of 75% is expected for crystalline modules. (M) Other Misc items:-As per requirement given by OEM and approved by GE to be provided.(N) Earthing:_As per MNRE specifications to be provided.(O) Lightening protection:-As per MNRE specifications to be provided.(P) Installation, Testing & Commissioning:-As per safety norms of SERC/CEA to be provided.(Q) O&M and Warranty:-5 years from the date of commissioning to be provided. 46 Note: The quoted rate is deemed to be inclusive also of the following:-(i) Transportation charges with Transportation Insurance for the all material of on grid solar roof top system including loading & unloading at site from workshop.(ii) Insurance for the complete system for the 5 years.(iii) AMC-Suraksha which include 24 Hour site maintenance visits, response time 2 hrs and turn around time 48 hrs, Monthly plant performance report. (iv) As per performance obligation, the contractor shall maintain minimum capacity utilization factor (CUF) of 13%. The report shall be submitted by the contractor to GE as per guidelines promulgated by SECI. (v) Satisfactorily testing and commissioning of the system is to be done by the contractor in presence of the rep of accepting officer and the report of the complete system is submitted to department.(vi) Guarantee and warranty of solar panel and connected devices is to be submitted to department. (vii) The report of generated unit of solar power on monthly basis is to be submitted to office. 47 (viii) The cost of appropriate civil structure (Hot Dip Galvanised Iron structure) shall be included in quoted rate. The Civil structure incorporating Solar PV modules (arrays) should withstand the gusts of wind /cyclonic wind upto 150 km/hr from backside of panel.(ix) PV modules will be guaranteed against any manufacturing defect for 10 Years.(x) The contractor shall submitt design vetted from National Institute of Solar Energy or by Govt Institute authorised by MNRE or NISE or any reputed institute/ agency authorised.(xi) The quoted rate shall be inclusive of all the components as specifed here-in-above as well as Particular Specification, unless otherwise specified.(xii). Suitable fastening arrangement such as grouting and calming should be provided to secure the installation against the specific wind speed. The Empanelled Agency shall be fully responsible for any damages to SPV System caused due to high wind velocity within guarantee period as per technical specification. 48 All as per the description of Serial Item No 39 here-in-before but of 35 kwp AC capacity (ONE for Single Living Accn & One for Cook House Cum Dining Hall ). 49 Supply and fixing heavy duty self priming monoblock pump for cleaning of Solar Panel through pressure and fitted on mild steel base plate, having discharge of 638 gallon/hour at a pressure head of 15-42m complete with standard accessories including 1-HP, single phse, 220V rating electric motor complete with DOL starter of suitable rating complete all as specified and directed. 50 Supply and fix flexible, anti-twist, weather resistant, UV resistant thick water hose PVC pipe of size 15mm nominal dia for optimal water flow with leak proof tap adapter compatible with delivery pipe of mono-block pump (as specified in above item) with suitable reducer/enlarger with clamp for cleaning and washing of solar panels complete all as specified and directed. Note :- Make or quality as approved by GE. 51 Supply and fix adjustable type water spray gun compatible with PVC hose size of 15mm nominal dia, built of high quality brass material, durable and rust-proof, solid brass structure to ensure quick connection and with durable accessories, can withstand uptoPSI water pressure, and without any leakage of water complete all as specified and directed.Note :- Make or quality as approved by GE. 52 EXT WATER SUPPLYWORKS NOTE:- For items of EXT WATER SUPPLYWORKS notes given at the beginning of Sch ‘A’ Part-XII (EXT WATER SUPPLYWORKS) shall also be applicable. 53 Supply, laying, connecting, jointing and testing Centrifugally cast (spun ) 150mm dia ductile iron pressure pipe ISI Marked conforming to IS-8329-2000 ( Reaffirmed -2005 Edition 4.1 ) of following size with socket spigot ends, suitable for Push on Joints ( Tyton Joint ) each standard working lengths supplied with rubber gaskets duly ISI marked for water supply, ClassK-9 with socket with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside the pipe with out polythylene sleeves but including Push on Joint supplied with ISI Marked EPDM rubber gasket conforming to IS-5382-1985 ( reaffirmed-2003 ) laid in trenchescomplete all as specified and directed 54 Supply, laying, connecting, jointing and testing centrifugally cast ( Spun ) 80mm dia Ductile iron Pressure pipe ISI Marked confirming to IS-8329-2000 ( Reaffirmed -2005 Edition 4.1 ) of following size with socket spigot ends, suitable for Push on Joints (Tyton Joint ) each standard working lengths supplied with rubber gaskets duly ISI marked for water supply, ClassK-9 with socket with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside the pipe with out polythylene sleeves but including Push on Joint supplied with ISI Marked EPDM rubber gasket conforming to IS-5382-1985 ( reaffirmed-2003 ) laid in trenches complete all as specified and directed. 55 M&L for bends (any type, radius and angle) tapers and y type, (straight, bends increasing, decreasingor double socket etc.( Tee pieces single branch, Y junction, double branch, cross (all socketed or socket and spigot) collars caps and plugs complete all as specified and directed. 56 S&F 300mm dia sluice valve CI body ISI marked class PN 1.6 heavy duty flanged ends cast iron wheel with brass spindle (ISI marked) conforming to IS:14786-2000, short body all as specified including nuts, bolt, washers and gasket complete all as specified and directed 57 M&L for construction of brick masonry valve pit chamber of size 1200 x 1200 x1000mm including necessory earth work, PCC, copping plastering on internal surfaces of valve pit. Framed work for the valve pit chamber cover made of MS sheet 3mm thick conforming to Fe410-o and Fe 310-o, angle of size 40 x 40 x 5mmincluding welding, cutting, hinges locking arrangement complete and applying two coats synthetic enamel paint over a coat of red oxide primer on the valve pit cover complete all specified and directed. 58 M&L for construction of brick masonry valve pit chamber of size 900 x 900 x 600mm including necessory earth work, PCC, copping, plastering on internal surface of valve pit. Framed work for the valve pit chamber cover made of MS sheet 3mm thick confirming to Fe410-o and Fe 310-o, angle of size 40 x 40 x 5mm including welding, cutting, hinges locking arrangement complete and applying two coats synthetic enamel paint over a coat of red oxide primer on the valve pit cover complete all specified and directed 59 SCHEDULE ‘A’ PART – XV ( DEMOLITION / DISMANTLINGWORKS) 60 Taking down main switch, DB box including MCBs of capacity complete all as specified and directed. 61 Taking down services connection including disconnecting from pole DG/main switch complete all as specified and directed. 62 SCHEDULE A PART - XIII (ARBORICULTURE WORKS) 63 Supply and planting of following species of well grown (4 to 5 feet height)trees sampling with good roots including excavating a pit of size 2 feet x 2 feet x 2 feet in any type of soil & fill with the pit with Jaivik manure & suitable earth, including watering & spraying pestisides, fungisides etc. tying with aproximate 6 feet bamboo for supporting the plant wherever necessary & also replacing the dead plant/ sampling & its regular watering & maintanance till completion of two years maintanance period including spraying fungicides as and when required complete all as specified and directed. 64 Bottle Palm 65 Fish Tail Palm 66 Fox Tail Palm 67 Gulmohar 68 Bougainvillea 69 Ashoka Tree 70 Golden Shower 71 Jacaranda 72 Rain Tree 73 Heges ( 0.50 feet height) 74 Musanda 75 Agave 76 Crape mytale 77 Supply and planting of lawn carpet for landscaping including watering of carpet andwherever necessary & also replacing the dead plant/sampling & its regular watering & maintanance till completion of two years maintanance period including spraying fungicides as and when required complete all as specified and directed 78 Supply and installation for watering the following accessories:- 79 Pump & Pump Accessories 80 Filter 81 Valve 82 Pressure gauge 83 Air Valve 84 Fartigation Unit 85 Sprinkler 86 Unioun 87 Sadal 88 Pipe 2 inche including fittings 89 Pipe 1.5 inche & fittigs 90 Drip laternal tube 91 Micro connector 92 Wire and other control system 93 Pipe attachment and fittings 94 Cost of trannsportation & installation of Trees 95 Cost of installation and maintanace (2 years after completion) of drip irrigationand connected to main water supply etc complete all as specified and directed. 96 Preparation & levelling ofground for lawn carpert grass and plants complete all as specified and directed. 97 Maintanance of all plants, shrubs, lawn grass, etc for a period of 02years after certified comletion of subject work by employing skilled gardners any number as required on site per day to ensure healing up, keep of watering plants, pour manure, carying out periodic tilling and use pestisides, cutting grass and removing unwanted grass & plants at work site complete all as specified and directed.
Contract Date: Jun 30, 2026 Contract Value : ₹ 35.68 Crore
Statutory Bodies & Commissions/Committees No of Bidders 9
Madhya Pradesh View Result →
7.
Defence #9545191 AOC
Tender For Provision Of Solar Power Plant At Sevoke Mil Station Under Ge Sevoke Road.; 2 Design, procurement, erection, installation, testing and commisioning including connecting to local utility grid; Grid connected solar photovoltaic plant 0.8 MW output peak capacity with net billing arrangement including Solar Photovoltaic Modules,DC Cabling, Module Mounting Structures (suitable for ground mountingwith and including Soil Investigation as per OEM recommendation, RCC foundation framed structure and other connected civil work duly vetted by IIT / NIT), Array Combining Boxes, ACDB, DCDB, Lightining Protection of SPV modules and other accessories, String Inverter as Power Conditioning Unit, Weather Station and Data Monitoring system (SCADA) all as per detailed specifications given in tender documents, latest MNRE/SECI/NISE/IREDA guidelines and directions, meeting the Make in India (DCR), consisting of all requisite accessories (BOS-Balance of system) and including the following main components (NOTE : The work shall be executed directly by OEM only through contractor.) Item Continued as 1.01 to 1.45 3 (A) Photo Voltaic Module: Mono-crystalline Silicon Bifacial Solar Photovoltaic Modules of minimum 550 Wp(module power and number of modules to be selected according to available area), having cell efficiency more than 20% under standard conditions, form fill factor more than 0.76, plant performance ratio > 75%, made of high transmitivity glass front surface and it shall give high encapsulation gain (transmittance above 90% and bending less than 0.3%). The modules shall have the following features :(a) The electrical parameters of SPV modules under standard test condition of irradiance 1000W/sqm, AM 1.5 Spectrum and temp 25 degree Celsius shall be as under : (i) Max Peak Power Pmax : 550 Wp or more (ii) Voltage at Max Power : > 40 V (iii) Current at Pmax :> 10A 4 (iv) Short Circuit Current :> 12A (v) Open Circuit Voltage :> 47 V (vi) Module Efficiency : > 20%(b) Rated output of the modules shall have positive tolerance of 3-5% and no negative tolerance is allowed.(c) It shall perform satisfactorily in RH 85% with temperature up to +85 degree C and should withstand wind of 200 kmph on the surface of panel.(d) PV modules shall be warranted for their output peak watt capacity, and it shall not fall of its initialvalue below 90% in first 10 year end and 80% after the end of 25 years.(e) Each module shall have RFID tag encapsulated with solar cell bearing following details (i) Name of Manufacturer of SPV Module (ii) Name of Manufacturer of Solar Cell 5 (iii) Month and year of Manufacturing (separately for cell and module) (iv) Country of Origin (both cell and module) (v) Peak wattage, Im, Vm and fill factor of the module (vi) Date of year of obtaining IEC PV module qualification certificate including the test lab issuing IEC certificate. (vii) Unique serial no of model no of module (viii) IV curve of module(ix) Other relevant information on traceability of solar cells & modules(f) The temperature coefficient of power for the module shall not be more than 0.50% per degree Celsius.(g) The module must have bypass diode of suitable capacity.(h) PV module must confirm to latest edition of IEC 61215/ IS 14286. In addition the modules must confirm to IEC 61730 Part I and II for construction and testing & safety qualifications and confirming to IEC 62804 PID.(j) It shall also be in conformity to latest minimum technical specification issued by MNRE/IREDA/SECI/NISE/ALMM from time to time. Modules should be of MNRE/IREDA/SECI/NISE/ALMM approved companies and as per latest IEC/IS standards. 6 (k) RFID reader is to be provided by contractor(l) Both PV cells and SPV modules shall be made in India (DCR).(m) Each structure should have angle of inclination as per the site conditions to generate maximum power. However, to accommodate more capacity the angle inclination may be reduced to 10 - 13 Degree until the plant meets the specified performance ratio requirements.(n) Fire Points with Fire extinguisher liquefied CO2 gas of capacity 10 kg and adequate qty confirming to relevant IS or ISI mark complete as recommended by manufacturer deemed to be included in the unit rate quoted.(o) Danger Board and Rubber mat as recommended by manufacturer deemed to be included in the unit rate quoted.(p) S&F Pressure Booster pump electrically operated with minimum 3 HP 02 Nos (Running+ standby) three Phase AC Supply motor and having head not less than 20 mtr, including PCC foundation civil wokrs and necessary cable required for connection in drawn in PVC conduit heavy duty/ DWC/Electrode pipe from existing nearest point to the motor starter panel including motor starter suitable capacity,PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm/50 mm/32 mm/25 mm inner dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brass threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches with necessary exavation, removing and returning filling work and including all accessories from the new PVC tank cap 10000 Ltrs install at proposed site for cleaning of entire solar power plant system.(q) SPV Panel is to be fixed in such a way that lower portion of the Panel remains atleast above 1.5 mtr of finished reflecting surface and cost deemed to be included in the quoted rates. 7 (B) Junction Boxes: Junction boxes of suitable Nos (as per design)/OEM recommendations inputs and suitably rated out put having separate DCfuses for both (+)&(-) on input and isolator on output terminal for each string.Each junction box must have as pare input terminal.The junction boxes shall be dust and vermin proof and water proof made of FRP/ Thermo Plast with IP 65 protection in compliance with IEC 62208 and shall be UV resistant, fire retardant. It shall have surge protection and maintenance free earthing as per relevant standard. The junction box shall have suitable arrangement of the following: (a) The strings are required to be connected to the copper bus bar through individual fuses. (b) Provide arrangement for disconnection (DC dis-connection switch) for each SJB/ SCB. (c) To provide a test point for each sub group for quick fault location and to provide group array isolation. (d) Each array box shall be of relevant IEC standard. (e) Each array junction box shall have suitable bypass & reverse blocking diodes for minimum DC blocking voltage of 1000V with suitable arrangement of its connection. Reverse blocking and bypass diodes shall work for extreme temperatures and shall have efficiency of 99.98% confirmed by appropriate IEC standard. 8 (C) DC Cables: Suitable size of XLPE insulated tinned Copper cable (min 10 sqmm) of solar grade, 1100 Volts and UV resistant for outdoor installations confirming to IEC : 60227/15694 & 60502/ IS : 1554 (Pt I&II)) and shall be as under : (a) All cables and connectors must be as per IS/IEC standards and shall be able to withstand harsh environmental conditions including high temperature, UV radiations, rain, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/IS. (b) All the cables / wires shall be provided with UV resistant printed ferrules for DC wires. (c) The size of the cable shall be such that average voltage drop at full power from PV module to inverter shall be less than 1.5%. (d) Cable batch No., Drum No, IS code and size and make shall be mentioned on every one meter or as per OEM practice. (e) The wiring of the module interconnection shall be in UPVC/HDPE pipe of suitable size. (f) The cost of interconnecting DC Copper cable, MS cable trays, MS cable trays suitable to accommodate Solar grade cables from SPV module to inverter are included in the item. 9 (g) Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain ant type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore will be repaired and make good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes, exavation, removing, return filing, channel, any type of metal work is not measured and paid separately under relevant items.(D) Module Mounting Structure (MMS) (Suitable for ground mounting on any type of soil condition) :Design, procure, fixing, support structure made of hot dipped galvanised steel with min 85 micron thickness including necessary PCC / RCC foundation and associated work (cutting, grounding, PCC filling, disposing waste material,etc., complete) and fixing mounting arrangement suitable for SPV modules so as it can with stand wind speed of 170 km per hour & minimum yield strength off 250 MPa. The mounting structure is to be installed on ground. Mounting structures to be so designed that maximum load is directly on ground. It shall also observe minimum space without sacrificing the out put of SPV panels & adequate spacing between the arrays shall be available for easy cleaning and maintenance. Nuts, bolts, protected from the atmosphere and weather mounting structure shall have to be adequately of Stainless Steel of grade SS316. 10 NOTES :- (a) Two numbers of anti theft fasteners of Stainless Steel on two diagonally opposite corners of each module shall be provided. (b) Module mounting structure shall be fitted to provide maximum generation. (c) MMS design shall be supported with Staddpro Report vetted by Third Party (Gov Institute) and submitted for the approval of the Accepting Officer. (d) The height of approved design MMS for solar power plant shall be as per latest MNRE/IREDA/SECI/ NISE guidelines. (e)Minimum grade of RCC M-25, design mix (using 20mm graded crushed stone aggregate includingTMT bar as per design, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete and other connected works as per design and OEM recommendation. Civil work shall be designed through approved consultant of MES as per latest MNRE/IREDA/SECI/ NISE guidelines and vetted by IIT / NIT.(E) Lightning Protection forentire Solar Power Plant (i.e PV Array, Inverter etc) : Design, procure and fix lighting arrestor system confirming toIS/ IEC-62305(Part1-4)on the ground. The air terminal shall be fixed at the top of MS pole with base so as to beat least two meter above the pole to be protected. Its height above 9 mtr level shall be depend upon the level of protection and protection radii required. 11 NOTES :-(i) The cost of all equipments, MS Pole, Copper strip upto earth test point,LA, etc., shall be deemed to be included in this item. (ii) The cost of sufficient earthing for lightning protection is also included in this item to be provided by Engr-in-charge. and no extra payment will be made to the contractor on this account (iii) The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account. In case of any dispute, decision of Engr in charge will be final, conclusive and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474). Earth resistance shall not be more than 3 Ohms. (iv)Separate LA arrangement & the design document of the same shall also be submitted. (v) The protection against induced high voltage shall be provided by the use of metal oxide varistors and suitable earthing such that induced transient find and alternate route to earth. (vI) SPV Power Plant shall be provided with lightening and over voltage protection. (vii) Internal surge protection shall consist of three MOV type surge-arrestors connected from +ve abd +ve terminals to earth (via Y arrangement) 12 (F)Power Conditioning Unit: Procure, fixing, testing and commissioning of minimum 4 (Four) unitswith overall not less than 800 KW output on 11 KV AC supply, Solar-power inverter suitable for without DC power of Solar PV module/ array with AC output further feeding to grid confirming to IEC:61683 for efficiency, IEC:62109-1 or equivalent for safety and IEC:62093 for reliability. The input DC & output AC technical specification of Inverter are as under :Input (DC) (a) Max Absolute DC input Voltage : 1000 V (b) Start-up DC input voltage : 200 - 500 V (Default 420V) (c) Operating input DC voltage range : 200 - 1000 V (d) No of independent MPPT : One (e) MPPT input DC voltage range at Pacr : 180 - 1000 V DC (f) Max input DC Current : As per design. (g) AC grid connection type : 3Phase (4W + PE) (h) AC output power : As per design. (j) Max AC output Apperant power : As per design. (k) Max AC output Current : As per design. (l) Max AC fault current : As per design. 13 (m) Nominal Output Voltage : 800 Volts AC 3phase or as per the design of Solar Stepup Transformer (n) Output voltage range :± 10% (o) Output Frequency : 50 Hz ± 3Hz (p) Power factor : > 0.99 (q) Harmonic Distortion Current : < 3% (r) Efficiency : > 98% (s) Standby operation consumption : < 1.5 W(t) Operating temperature upto 85 degree centigrade (u) The Copper based inverter shall have minimum IP-67 protection, ground fault monitoring, reverse polarity protection, anti-islanding, DC reverse polarity, AC and DC short circuit current and over current, AC and DC over voltage and over temperature. 14 (v) The inverter shall adjust voltage and frequency levels to suit the grid. (w) The inverter shall be self commulated with Pulse Width Modulation (PWM) technology and shall be capable of synchronise maximum with in one min. (x) Maximum Power Point Tracker (MPPT) confirming to IEC 62093 shall be integrated in the inverter to maximise the energy drawn from the PV array (y) Monolithic design of inverter is not permitted. (z) Shall have anti-Islanding features. (aa) The inverter shall have suitble nos of protected inputs (asper design) and outgoing shall be protected by ACB/MCCB. (ab) The inverter should have MODBUS, PROFIBUS, ETHERNET common ports. (ac)The inverte rshall include appropriate self protection and self diagnostic features to protect itself and the PV array fromthedamageintheeventof invertercomponent failureor fromparametersbeyondtheinverterssafeoperatingduetointernaland/orexternalcauses. Invertershallhaveprotectionarrangementagainst ground leakage faults, over voltage, (SPD) & over current. Inverter shall have arrangement for adjustment for adjusting DC input current and shall trip against sustainable fault down stream and shall not restart till fault is rectified. (ad) The inverter should have provisions of Galvanic isolation, anti-islanding protection (IEEE 1547/UL 1741) equivalent IS and lightening. (ae) PCU must have the feature to work in tandem with other similar PCUs and be able to be successively switched ON and OFF automatically based on solar radiation variations during the day. (af) Minimum Warranty of Inverter- 12(Twelve) Years and defect liability period deemed to amended accordingly for the said item. 15 (G)ACDB : Outdoor type powder coated weather proof,vermin proof made out of CRCA sheet front open able door, lockingarrangement, including suitable working space in DCDB busbar chamber, cable box chamber including Copper busbar of designed capacity /bus raisers suitable capacities with PVC sleeves/tape RYB colour for phases identification, including all bus raiser shall be extend upto cable box chamber fixed on fibre insulation for RYB & neutral to all out going cable, confirming to IP-65 and fixed on wall / floor with control wiring with comprising cable gland brass, copper lugs etc. and comprising the following as per design :- (i) MCCB 4Pmicroprocessor based for outgoing (ii) MCCB 4Pmicroprocessor based for incoming (iii) AC type 2 Surge Protection Device (iv) Spreader Terminals as per requirement (v) Multifunction meter (vi) CT of suitable ratio(vii) Copper busbar chamber (ix) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 16 (H) DCDB:- Outdoor type powder coated, weather proof, dust proof,vermin proof made out in CRCA sheet front open able door, looking arrangement, including suitable working space in DCDB busbar chamber,cable box chamber including copper bus raisers with PVC sleeves/ tape RYB coloursfor phase identification, including all bus raiser shall be extend upto cable box chamber, confirming to IP-65 and fixed on wall /floor with contral wiring with comprising cable gland brass, copper lugs etc. (i) MCCB as per requirement (ii) Fuse as per requirement (iii) Copper busbar chamber. (I) Weather Monitoring System Pyranometer : The pyranometer (ISO 9060 classification ) alongwith necessary assessories for measuring incidental solar radiation at horizontal and inclined plane of array. Specifications of the pyranometer shall be as follows :- (i) Spectral response : 031 to 2.8 micron,(ii) Time response (95%). Max 15 second 17 (iii)Nonlinearity + 0.5% (iv) Temperature response : - 2%(v) Tilt error <+/- 0.5% (vi)Zero offset themal radiation +7W/Sqm (vii) Zero offset temperature change + 2 W/Sqm(viii) Operating temperature range - O °C to 80°C(ix) Non stabillity Maximum - 0.8%,(x) Resolution minimum +/-1 W/Sqm (xi)Output Analog 4.50mA (xii) Digital RS 485(xiii) The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 18 (J)Balance of System(BOS) Items/ Components:TheBOSitems/componentsof theSPVpowerplants/systems deployed under this project shall conform to the latest edition with certificate of IEC or equivalent BIS Standards/MNRE specifications/ as specified in Para 1.01 of Minimal Technical Requirements/ Standards for SPV System/Plants to be deployed during this financial year under the programmes of MNRE available on MNRE website as on last date of quoting of tender. Notes:(i) The contractor must visit the site before quoting the rates for this item to assess the site condition so as to decide up on location and layout of SPV, placement of inverter, length of DC cables, lightning arresters, etc., complete. (ii) The contractor shall submit complete scheme including electrical diagram of the work, schematic diagram, SPV module layout, placement of LAs, Civil work, etc., complete as per IREDA/ SECI/NISE/MNRE/ALMM latest guidelines as applicable, Relevant IEC/IS norms to the GE for approval with in one month of date of commencement of the work. (iii) The rate quoted is deemed to be inclusive of the all protection system including surge, lightning arresters and necessary earthing all as specified and directed. 19 (K) Remote monitoring system (SCADA) for solar power plant complete with all electronic andelectricial partswith andincluding all necessary software and hardware etc to make fully functional connected to LED monitor (55 inches) with complete plant parameters as required and operate the system from remote and Other Accessories includingandThe system will be controlled from the main control room where all the data from different parts of the plant shallbe received, analyzed and action taken either manually or on auto as per the system design by OEM . The SCADA shallhave remote monitoring capability comprising with the following Items and with and including all connectedaccessories as per OEM recommendation complete:(a) Main SCADA control wall mounting panel complete with fixing arragnment like nut bolt, washers suitable size and connected items. (b) LED Moniter (55. inches) with mouse, key board, CPU (Minimum 1 TB storage alongwith 12 GB RAM, i7 processor), key pad and single phaseUPS 10 KVA with 12 Volt battery, 14400 Ah battery bank with rack and required battery backup should not be less than 4 Hrs inside control room.(c)“SCADA System shall be audited for Cyber Security by CERT certified firms at the time of commissioning. Subsequent cyber security audit shall be carried out after every 03 years and cost of audit and rectification shall be born by the contractor” 20 The Contractor shall provide following defined user access levels, unless otherwise instructed by the Engineer-in-Charge: -• Normal viewing only (default level) The default level shallpermit users to view al displays except those specifically assigned to a higher level of access.• Dally Access The daily access level shall allow viewing (ie default an printing at trend displays.• Operator Level (Remote Control) The operator level shall permit authorised users to access lower levels a and to carry out the following actions:- Perform control actions Acknowledge alarmsEnter or modify manually-entered data for inclusion in thereports.• Monthly and Yearly Data Archiving The level shall permit authorised users to access lower levels and shall provide the facility to download specific data to long ten data storage for archive purposes(d)The SCADA software shall be of a proven design and reliable, and conforming to industrial standards and shall: -• Support multiple makes of RTU/ Microprocessor controller/ transmitters and models and provide required software features needed to easily adapt a device whichshall not be supported as standard to the SCADA system. 21 • RTU/ PLC/ Microprocessor base controllers and transmitters shall have an expandable architecture and scalability to provide future capacity increases in SCADA system as well as meet present needs of the administration, provide multi-level security and password mechanisms to prevent use of the system by unauthorised persons. The access privilege of authorised users shall be defined separately and permission shall be provided to the users only to access areas concerning them, provide an on-line operatingenvironment.• Adding a new RTUI Microprocessor based Controller to the SCADA system or changing configuration of the existing RTUs/ Microprocessor based controller shall not result in stopping or hinder working order of SCADA system.• The Contractor shall specify maximum number of data which shall be achieved by the system without any performance loss. The Contractor shall conduct necessary tests to prove maximum number of data points achieved. The Contractor shall also be responsible to create additional data points necessary for conducting such tests. Any AutoCAD graphics shall be able to be converted to process diagrams and shall be re-loaded and operated after completion of all works and during tests.(e)The Contractor shall hand over to MES the SCADA and application software (as CDs or DVDs) necessary for re-loading software to the system in case of failures The CDs or DVDs shall be provided after making the necessary tests. The operating system ofrouters and work stations shall be of an architecture that provides a multi-tasking operating environment, and SCADA software shall also be multi-tasking. Therefore multiple tasks such as receiving measurement results from devices, displaying these results on computer screen. storing on a computer disk, sensing alarm conditions that may occur based on measurement results, and displaying them to users, generating reports from collected data, and printing them cut, transferring issued commands to Microprocessor controllers/ RTUs/ PLC, that SCADA software is supposed to execute shall be handled simultaneously without one task waiting for another. 22 To configureSCADA software or to change the system configuration, definitions shall be either defined directly by using a keyboard or another interactive tool or mechanisms that allow importing of configuration definitions from a text file created with a text editor. The database configuration shall be provided by means of an interactive program that contains menus or similar approaches and shall be easy to use The database configuration definition program, when required, shall be capable of extracting definitions related to the configuration from information created in text format to use as definitions for configuration The following shall be possible online without interruption or hindering of usual operations: -•Adding an RTU to the SCADA system.•Deleting an RTU from the SCADA system•Changing configuration information related to an existing RTU definition.•Modifying definitions in database containing information about measurement and control points.•Creating screen pictures which offer operators to monitor and control the SCADA system.•Similar configuration changes. 23 (f)SCADA software shall be upgradeable to new versions with an automatic mechanism to be provided by the Contractor. The old version of software shall be overwritten by new version without resulting in a change in any of the definitions created in previous version, nor disturbing the operational logic defined in previous version. Al! text being available on the screen shall be in English language The database shall be configured on-line when the SCADA system shall be in operation. The changes on existing definitions or new definitions related to database shall be made when the data collection n and control functions are being performed. The SCADA Software shall be operated using the database that shall be resident in the memory(g)Data Exchange The control system shall provide a method of real-time data exchange with different application programs like Geo Information System (GIS). relational database, third party spreadsheet packages, report generation and graphical simulation packages.(h) Historical Data Management An historical data management (HDM) system shall be provided for archive, storage and retrieval of operational data comprising field input data, manually-entered data and calculated points Archived historical data shall minimally include averages, minima and maxima for each analogue value compiled over hourly. daily and monthly time periods, with a minimum capacity of 1o00 points. The HDM system shall be capable of selectively increasing the rate of data capture based on events, such as process variable status, discrete inputs, or operator command. Minimum and-maximum data shall include the time and date of occurrence. Gaps in collected data caused by faulty instruments or control system equipment shall not be included in average). minimum and maximum compilations. 24 (j) Report GenerationThe system shall be provided with a report generator utility which shall enable authorised users to create, delete or modify report definitions The report definitions shall allow for retrieval of data from on-line database and farm historical data files and for formatting data for output to printer. The format of each report shall be definable by user to include the definition of static or background data, placement of data base values, number of significant digits of a value, date and time of report and calculated values(k)Graphic Display GenerationThe system shall be provided with an interactive on-screen graphic generation utility which shall allow an authorised user to create new graphic displays and modify or delete existing displays at any work station including those associated with the LCP/ outstations. The generation utility shall include an interactive linkage process allowing user to link symbolic, numeric and bar graph representations and data entry locations to dynamic data base variables. The graphic display system shall be capable of making full use of the VDU resolution in the composition and display of graphic information. Graphic symbols shall be definable by the user for display of static and dynamic data. The user shall be able to as5emble a library of symbols which shall be retrievable into any graphic display. Text and symbols shall be able to be enlarged, shrunk, moved, mirrored or related with reference to a given display. The system shall be able to represent dynamic analogue data on a graphic display as a variable-length, sizeable bar graph, as well as numeric text. 25 (l)DisplaysGeneral all displays, excepting those containing data derived from historical files, shall be completely displayed within two seconds of the operators request. Dynamic data shall be continuously updated while being displayed. All screen displays shall provide following displays which shall be fixed in their locations to normal operations:• Alarm banner window at bottom of the screen display showing last three highestpriority unaccepted alarms. Where the system allows contents of banner to be limited (eg by user name or group) then the selection criteria applied shall be displayed with the banner.• Main display area for user selected displays e.g. mimics, alarm lists, etc.• System dialogue banner window at bottom of the screen shall display relevant system information such as error message and user prompts 26 •A day, date and time indicator shall be able to show local time an alarm bannerarea shall be included on all displays which provide information regarding most resentalarm events. The system shall allow operator to obtain details of most recent alarm event from any operational screen display through direct operation using a maximum oftwo keystrokes or selections. The system shall allow the operator to obtain a print of any display, including graphics through use of a standard system command. Screen displays shall appear identical incorporated form Dynamic data contained on a display shall not change during screen print Such that a snapshot of conditions is portrayed. Each display shall include time of day in hoursminutes and seconds and date in day, month and year format.•A facility shall be provided which allows paging to related displays through the use of ‘page forward or backward keys, or through the use of pick points(m) Suitable size of HT & LT XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 11000 Volts and 1100 Volts grade with stranded aluminium / copper conductor of size as per OEM recommendation and approved design ISI markedincluding cable glands, lugs, jointing kit etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories and necessary earthwork, civil work deemed to be included in quoted rates of the above items.(n)Generic Displays.The system shall produce various generic displays automatically 27 Metering arrangements: (A)Suitable bi-directional metering arrangements with recording facility shall be provided as per the norms of WBSEDCL. The metering arrangements must have feature to measure and record, (i)Parameters of KW, KWh, KVAR, voltage, current, PF and any other metering required to determine efficiency and efficacy of the system. (B) LT 3 Phase 4 Wire Electronic Tri vector Meter with CT ratioshould be as per capacity of SPV plant. (i) Standard: IS 13779:1999 / CBIP 88 (ii) Accuracy: Class 0.5 (ii) The metering arrangement shall have inbuilt Solar PV Plant synchronisation features. (iii) Reference Voltage - 3x240 V (iv) Basic Current (Ib)- 5 A (v) Maximum continuous current (Imax) - 10 A (vi) Rated Frequency (variation) - 50Hz (±5%) 28 (vii) Power consumption:- Voltage circuit: Less than 1.5 W and 10 VA per Phase at reference voltage, reference temperature and reference frequency Current circuit: Less than 1 VA per phase at basic current, reference frequency and reference temperature (viii) Display type: 8 digit 7 segment backlit LCD display, not less than10 mm character height (ix) Display in the event of Power Failure: Internal battery back-up for LCD display (x)Communication port: Galvanically isolated Optical Communication port for data transfer through either CMRI or remote device or both is providedwith RS 485 for DLMS protocol (C) CT/PT operatedenergy meter with following features (i) True four quadrant metering (iii) Time and day metering with maximum demand registration and automatic billing (iv) LCD display with announciators for various critical events (v) Scroll lock feature for continuous display of a desired parameter on display (vi) High resolution energy display mode for dial test (vii) DLMS protocol for meter reading, with option to remote reading port. 29 (viii) Advanced event detection features for voltage, current and magnetic influence (ix) Meter reading in absence of mains, using internal battery. (x)Power Manager Device Nano type with 4 inverter support with energy monitoring, zero export control, Load Management having RS-485 communication port, ethernet including RS 485 cable core size 0.5-1.5 Sqmm to establish communication between inverters, SCADA and sensor as per OEM recommendation with and including all connectedaccessoriesdeemed to be included quoted rates.(xi) Digital WIND SPEED SENSOR withminimum 3 cup Anemometer range 0 to 70 Mtr/ Sec distance constant 2.5 Mtrs output TTL Pulses output proportional to wind speed and diameter of cup 50mm with brass housing and stainless stell shaft(xii) WIND DIRECTIONSENSOR with wind vane and sensing vain coupledto linear endlsess potentio meter IP 67, range 0-357degrees, operating temperature -40 to +60 degrees celsiuswith brass housing and stainless stell shaft and aluminium vane complete 30 (xiii) AIR TEMPERATURE SENSOR withRTD sensing element PT100 mounted inside a weather shield duly coated with weather proof reflective white paint , range -40 degree to +60 degree celsius with nylon body housingwith weather shield and brass stem to mount the sensor, includingpower requirment 5 Volt DC complete. (xiv) MODULE TEMPERATURE SENSOR Model PT 1000 measuring range -40 Degreeto + 80 Degree Celcius with suitable ouput as required and directed on site and mounting on RTD encapsulated in suitable housing including connecting cables as required complete.(xv)Tipping Bucket Rain Gauge with Magnet and Red Switch type Sensing, rim diameter 203 mm and collecting are 335 MM SQ, Rain gauge shell made up of FRP bucket and mounting made up of stainless steel SS316 and unlimted capacity,including connecting cables as required complete.(xvi)SOLAR Radition Sensor ARN 8101 with 72 element thermo pile sensor and spectral range 0.3 to 3 Micro Mtrs and sensitivity 20 Micro Volt/ W/M², range 0 to 1500W/SQM & output 0 to 25 milli Volt and operating temp -10 to 70 Degree Celsiusincluding connecting cables as required complete with all fixing arrangment and necessary civil work complete with including all connectedaccessories as per OEM recommendation/Designcomplete: 31 (L)Step up solar transformer (800 volt/11 KV)” - Design,procure,erection, installation, testing and commisioning including connecting to local utility grid :Oil filled Type 3 phase, 50 Hz, ONAN cooling type, vector group of appropriatetype, number of load voltage Ratio: number of Phases / Freq.: 3 Phase / 50 Hz., Sealed type Copper wound Transformer with Off Load Tap Changing Arrangement on HV side in steps of 2.5% , +5% to -10% having cable end boxes on HV side suitable for 3 Crore X 300 Sq. mm. XLPE cable of 11 kV grade on HT side and LV side complete with all accessories like buchholz relay, Oil temperature indication, winding temperature indication and alarm etc preferbly DMCR Protection Relay i/c first filling of filtered dehydrated K Class natural Ester Oil bioTransol (as per IS 16659) and confirming to IS 1180 and losses shall be as energyefficiency Level 3 only & 100% load phase, with an impedence of 6.25% i/c as per specification below complete in all respects as required at site. Design ambient to be considered as 50 Deg C.All the balance parameter like temp rise, Basic insulation level, flux density etc shall be strictly in accordance with IS 1180 Part - 1 only including necessary earth work, PCC plinth foundation etc.Heat Run Test is the mandotary test for each Transformer.Standard: The equipment shall conform to the latest edition of applicable standards as follows. In case of conflict between applicable standards and this specification, this specification shall govern.• IS 2026 Standard for Oil filled Transformer• IS:3639 for Fittings and Accessories• IS:2099 for Bushings > 1000 V• IS:7421 for Bushings < 1000 V• IS:1271 for Electrical Insulation classified by Thermal stability• IEC 62770 Natural Ester Oil• CBIP Guidelines 32 (xvii) CORE : Transformer shall be double wound, core type with low loss, non-ageing, high permeability PRIMEGRADE, CRGO with M4 Grade or Better, perfectly insulated and clamped to minimize noise and vibrations. Followings should be Mandatory for any manufacturer: -(a) Transformer shall be of BOLTLESS core design.(b) Core shall be purchased Directly from Manufacturer or from their accreditedMarketingorganization of Repute & not through any agent. Bidder has to submit manufacturer’s name during bidding having sufficient credential & Core has to be purchased from the approved manufacturer.(c) Stage inspection of the core shall be done at manufacturer’s premises & inspection call shall be given with following Documents: (i) Invoice of the supplier (ii) Mill’s test certificate (iii) Packing list (iv) Bill of landing & Bill of Entry certificate by customs(d) Transformer manufacturer should have in-house core cutting facilities for proper control & monitoring of quality & to avoid mixing of Prime core with Second grade /defective core materials. Transformer Manufacturer should have in-house slitting Machine so that core is cut to width & stacked with minimum air gap thus ensuring Burr level less than 10Microns.(e) Core shall be procured from one of these reputed Manufacturers : Posco / Nippon/ Novex/ Ak Steels.(f) The insulation structure for the core to bolts and core to clamp plates shall be such as to withstand a voltage of 2000V for one minute. 33 (xviii)Tank:Tank should be of corrugated wall construction type. The exterior of tank and other steel surfaces exposed to the weather shall be thoroughly cleaned and have a priming coat of zinc chromate applied. The second coat shall be of an oil and weather-resistant nature, preferably of distinct colour from the prime and finish coats. The final coat shall be of a flossy, oil and weather resisting non-fading paint of specified shade. The interior of the tank shall be cleaned by shot blasting and painting with two coats of heat resistant and oil insoluble paint.Winding:(a) Winding shall be made with 99.9% pure electrolytic grade copper, insulated with thermally upgraded paper (Insulation Class A / Conductor Turn Insulation-Class E).The HV & LV winding should be able withstand thermal and mechanical stress in the event of short circuit.(b)Winding shall be carried in dust free area(c) The completed core and coil assembly shall be dried in vacuum and shall be immediately impregnated with oil after the drying process to ensure elimination of air and moisture within the insulation.Oil type: TransformerTransformer oil shall be as per IS-335:1993. It shall be natural/synthetic ester oil. The material safety Data Sheets (MSDS) for the Transformer oil shall be submitted by the bidder along with the offer Temperature Indicator:One set of winding temperature indicators with necessary current transformer, heating coil and a detector element and one set of oil temperature indicator with maximum reading pointer shall be mounted locally so as to be readable at a standing height from ground level. Each of the above indicators shall be provided with necessary contacts for alarm and trip: (a) Oil Insulation class : K class. It should also exhibit safety against fire hazards 34 (b) Cooling : ONAN(c) Vector Group: to be decided during design.(d) Percentage Impedance (Z%) 6.25 %.(e) Transformer Losses:as per IS 1180 - Level 1(2021)(f) Taps on HV for HV variation : +5 to -10 % in steps of 2.5% each (g) Termination (HV): Cable End box for11 KV cableof suitable size(h) Termination (LV): Cable connection(j) The transformer shall be supplied with following fittings:(k) Lifting lugs and Jack lifting pad support(l) Earthing terminals - to be decided during design. 35 (M)Earthing :The complete system shall include chemical earthing of required quantity for step-up Transformer (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes and for LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines.No separate cost of the same is included in the schedule and amount will be paid to the contractor on this account in case of any dispute decision of Engr in charge will be final and binding to contractor. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474).Earth resistance shall not be more than 3 Ohms. 36 IMPORTANT NOTE FOR SOLAR POWER PLANT CONTRACT (COST DEEMED TO BE INCLUDED IN QUOTED RATES :-(1) The item specification and details given are for guidance purposes only and are likely to vary with modified / higher specification than that specified in the BoQ based on detailed site survey, solar potential assessment, design approval etc keeping the quantity of Solar inverter (PCU) and Solar Transformer same as in the BoQ. The items as per the finalized and approved design and specification, including make, shall be provided by the contractor without any extra cost to the department. All makes should be as per the latest MNRE approved list of makes and models.2.Cost of preparation of DPR design vetting from NISE/MNRE approved Institute and net billing arrangement (as per WBSEDCL) is deemed to be included in the quoted rate.3.The contractor shall submit complete design of Solar power plant, Schemetic/line drawings, detailed mounting structure array layout drawings alongwith SBC report based on the soil investigation as per OEM recommendation, Single line diagram with and including project reportand connected document shall be submitted by OEM through contractor prior to commencement of the work for approval of Accepting officer and subject to the drawing and designduly vetted by IIT/NIT (for mounting structure only) and vetted by NISE/ SECIfor entire scheme of Solar Power GenerationProject including evacuation and Net Metering arrangement complete before recommendation by GE for approval of the accepting Officer. 37 (i) The scope of works involves engineering, procurement & construction (EPC) of entire Solar Power Plant of capacity 0.8 MWp.4. The entire work shall be executed directly by OEMonly through contractor and contractor has to submit the MoU with OEM (agreement period for 25 years of entire Solar Power Plant Project) prior to commencement of work and same shall be approved byGE. 5. Boring of holes under road, pavement, hard standing by trenchless technology (HDD) GI protection pipe up to 100 mm bore (dia), maximum 2.5 metre below of apron areain any type of soilcomplete.Note : (i) All the precaution to be taken by the contractor before drilling the bore. The contractor has to take plan of existing cables any type and pipe line in existing area before drilling the bore. (ii) Any damage to existing cables any type and pipe line in the way of drilling the bore have to berepaired and made good by the contractor within 24 hours. No extra cost will be paid in this account. (iii) Contractor has to get the survey of route, length and depth for boring before quoting the rate. (iv) Connected items like HDPE/PPR/DWCPE pipes for entire Solar Power Plant Project, exavation, removing, return filing, channel, any type of metal work is deemed to be included in the quoted rate. 38 6.Cost of comprehensive maintenance as per OEM recommendation alongwith cost of spare parts required during 5 years of defect liabilty period after completion of Ph-I is deemed to be included in the quoted rate.7. Bidders attention is drawn to pre-bid conferance with department and also visit the site prior to bidding and other factor required as per OEM recommendation deemed to be included in quoted rates.8. The contractor has to carryout Pre-commissioning test of solar power plant including stepup transformer by CEI/SEI. The necessary tools and plants required for inspection of the plant shall be arranged by the contractor.and costsare inclusive in quoted rates.9. Contractor needs to know the irradiance of the location at the project before quoting. The contractor will design DCR (Make in India) for entire Solar Power Plant according to irradiance of the project location and efficiency of the components to produce the desired peak value as mentioned in the schedule i.e. 800 KW output on 11 KV AC supply and inject to the proposed RMU 11 KV. 10. During the execution of work any type of damage by elephant or monkey manance, contractor is fully responsible for protection of all solar power plant equipments including connected items i.e. PV Module, Inverter etc. No claim will be sought from the department. 39 11. All SCADA related activities viz. cables till SMBS and inverter and the requisite software and hardwarefor control room shall be included in the quoted rate.12. Vegetation Growth should be controlled by use of Deweeding Chemicals deemed to be included in Quoted Rates.13. Adequate Water Storage Facility of capacity 10000 Ltrs PVC Tank 5 Layer (with guarantee of 10 years after physical completion of work) on PCC Platform including suitable foundation for cleaning of PV Modules and suitable water drainage facilitiesfor both (Rain Water and Cleaning Water) from proposed site to existing drainage chamber is deemed to be included in the quoted rate.14. Solar Transformer fed from the Inverter should not be having odd harmonics (certificate needs to be required before physical completion of work).15.The Shutdown duration of Inverter should be monitored and recorded and analyzed. 40 16. The SPV Power Plant will be capable of generating 800 kW AC Output atleast once in a year and the AC Output of the plant will be not less than 90% of initial output by the end of 10 yearsand not less than 80% of the initial output by the end of 25 years.17. The Contractor shall operate and maintain Fire Protection System and safety equipments for the entire Solar Power Plant for 10 Years and cost of the spare is deemed to be included in the quoted rates.18.The firefighting system for the proposed power plant for fire protection shall be consisting of:a) Portable fire extinguishers in the control room for fire caused by electrical short circuitsb) Sand buckets in the control roomc) The installation of Fire Extinguishers should conform to TAC regulations and BIS standards. The fire extinguishers shall be provided for control room housing, PV array installation.19.Solar Components shall not be connected to LAN, WAN, or any Internal Data/OPS nw. 41 20.Sys with Bluetooth, GSM, Wi-Fi, or any Telemetry features should be avoided, unless explicitly cleared monitored.21. Finalization Of Feasibility Report, Design, Engineering, Transportation, Storage, Insurance, Civil Works, Erection, Testing & Commissioning etc., ensuring net-billing as per state net billing policy, quality control of grid connected.22.The Comprehensive Maintenance of SPV Plant would include wear, tear, overhauling, machine breakdown, insurance and replacement of defective modules, Inverters/PCU, spares, consumables & other partsas pe OEM reocmmendation and specification for 5 (Five) years under DLP of Phase-I..23.The Contractor shall arrange technical vetting of the plant during execution by the Cyber/INT officer and training by Unit Technical Pers till defect liability stage of Phase-I. 42 24.a) An energy meter (for net-billing) shall be installed between the solar Grid-tied inverter and the building distribution board to measure gross solar AC energy production (the Solar Generation Meter). The Solar Generation Meter shall be of the same accuracy class as the DISCOM service connection meter or as specified by local regulatory requirements. Separate for two different buildings.b) The bidder must take approval/NOC from the Concerned DISCOM for the connectivity, technical feasibility, and synchronization of SPV plant (if required).c) Contractor shall be provided system software (Cloud) for data hosting of Solar Power Plant with the Government approved agency and also audited by CERT-In (Computer Emergency respose team-India) is deemed to be included in the quoted rates. 25.a) Two sets of Engineering, electrical drawings, and Installation and O&M manuals are to be supplied. Bidders shall provide complete technical datasheets for each equipment giving details of the specifications along with make/makes in their bid along with the basic design of the power plant and power evacuation, synchronization, along with protection equipment is deemed to be included in the quoted rates. 43 b) All test and calibration certificates, wherever applicable.26. The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.27. (a) The bidder shall take entire responsibility for the electrical safety of the installation(s) and personnel, including connectivity with the grid and follow all the safety rules & regulations applicable as per local guidelines and regulations, etc. Insurance of the installers (of the vendor) working abroad is mandatory.(b) The contractor will carry out fortnightly, monthly, quarterly and annual maintenance as per Proforma of Appendix here-in-after respectively. In case the contractor fails to carry out the above maintenance following penalty per Solar will be imposed. 44 (i) Not carrying out maintenance fortnightly- Rs 2500.00(ii) Not carrying out maintenance Monthly- Rs 5000.00(iii) Not carrying out maintenance quarterly- Rs 7000.00(iv) Not carrying out maintenance annually - Rs 10000.00(c) The Contractor shall be responsible for ensuring production of 800 kW AC output of electricity at the injection point of RMU atleast once in a year from the SPV plant. In case the output is less than 800 kW AC unit, it will be deemed as under-designed plant. The contractor will be responsible for making good the shortfall by repair / replacement of the SPV Plant free of cost. Delay in this regard will attract monetary penalty to be amounted for the period wef very next day of the completion of Phase-I to the date of completion of rectification / replacement by multiplying the maximum value of units less generated than 800 kW AC for every day with the prevailing rate of electricity tariff of WBSEDCL Rate of electricity in West Bengal is Rs 6.52 per unit as in Sep 2025.(d) Maintenance and supervision shall be done by trained men for the safe operation of Solar’s contractor shall carry out fortnightly servicing including adjustment lubrication, repair of replacement fo parts if necessary. In addition to fortnightly servicing contractor’s senior mechanic of foreman shall carryout the inspection as per maintenance schedule and make necessary entries in the proforma attached here-in-after duly signed by Contractor & Engg-in-Charge as applicable kept in the switch room for this purpose. It will be the responsibility of the contractor to see that the maintenance schedule book is maintained properly by their senior mechanic or foreman. They shall promptly attend and call back & shall not be kept pending for more than 4 hours unless it has the prior approval of the Garrison Engineer. 45 (e) For any repairs/ replacement of Solar the contractor shall always be aware of time factor following are the fixed time (including Sunday/Holiday) for repair/replacement of parts/components/ accessories which shall be adhered to :- (i) Minor repair/ replacement- 4 hours (ii) Major repair/ replacement - 1day(f) The decision of the GE regarding Minor/Major repair shall be final conclusive and binding. In case of failure on the part of the contractor to keep the solar’s in running condition within the stipulated period mentioned in above the contractor is to pay penalty charges as mentioned below subject maximum of 10% of the total contract value and after that measurement will not be considered for the same defective Solar till it is in satisfactory working condition :-(i)Upto 12 hours @ 2000/-(ii) Above 12 Hours and up to 24 hours @ 5000/-.28. RFID Tag scanner of reputed make shall be provided by the contractor is deemed to be included in the quoted rates.29. Existing Room at 33 KV Switch Yard shall be used for SCADA/ Solar equipment/Control Room. 46 30. Surface preparation and laying of light yellow/white coloured interlocking tiles of appropriate thickness under the whole area of PV module array to make a reflecting surface for bifacial Solar PV module alongwith periodical water sprinkling arrangement for cooling of interlocking tiles is deemed to be included in the quoted rates. 31.The complete system shall include chemical earthing (as per OEM recommendations) and earth strip/cable etc for earth of SPV module, array, inverter,DC & AC boxes /LA etc as per latest IS/MNRE/IREDA/NISE/SECI/ALMM specifications and guidelines is deemed to be included in the quoted rates. Earth resistance shall not be more than 3 Ohms .32. The mounting steel structure shall be as per IS 2061-1992 and galvanizing as per IS 4759 and should withstand WIND Load as per relevant IS Code/NBC.33.Soil Stabliztion testing certificate needs to be required before completion of physical completion of work (Phase-I) so that the performance of the PV Plant is not affected in Highly Soiled areas for minimum 25 years. 47 34. M&O (Phase-II) should be finalize at the planning stage itself. The important point are as under:- (a) The thermal imaging of pv panel should be taken once a year for checking its health including hot spots.(b) The cleaning cycle of panel should be fixed as per the ratio of short circuit current falling below 0.9. The cleaning provision shoul be made available before evacuating the power.(c) The shutdown duration of inverter should be monitored and recorded and analyzed 48 Supplying, Installation, Testing & Commissioning including design, manufacture and testing at works of indoor type , IP 4X ,floor mounted metal clad, 11 KV VCB panel board totally enclosed & fully interlocked, Horizontal drawout, Horizontal isolation type breaker as per IEC-62271-100/200, as amended up to date and additional specifications, having capacities as mentioned below, single break, trip free mechanism, motor charged and manually/electrically closing breaker suitable for use on 11 KV,3 Phase, 50Hz A.C. supply with STC 25 KA for 3 Sec.Internal Arc for AFLR 25kA at rated voltage for 0.1s at individual compartments i.e. Busbar, VCB and cable compartment.complete with self contained, fully interlocked, rack in and rack out mechanism, air insulated and encapsulated copper bus bars of 800 Amps capacity, breaker featured with mechanical ON/OFF indicator with hand trip device, spring release coil, shunt trip coil and auxiliary switch of 8 NO + 8 NC andequipped with following switch gears and accessories.The panel shall be complete with following switchgear and accessories. The structure of the switchgear must be fabricated using steel sheets coatedwith Alu-Zinc (Aluminium Zinc alloy)/PRINTED CRCA All major sub-components (switchgear, relays, meter & vacuum interrupters) shall be of same make. VCB and vacuum interrupters shall be designed for 100 short circuit operations at full short circuit of 25KA. Breaker shall be roll on floor type/ CASSET TYPE. Separate earthing truck shall be required for each bus earthing & cable earthing. Earthing truck shall be so designed that it is impossible to earth a live. It shall be provided with capacitive voltage divider and complete with audio visual annunciation, one for each panel. Item Continued as 2.01 to 2.04 49 INCOMINGS & Outgoing VCBs :Type : Air insulated VCB, autoreclosing, system voltage :- 11kV + 5%, 50 Hz+ 5%, 3 phase, rated voltage : 12kV, rated current : 800A in 40 ° C ambient, Short time rating for 3 sec : 26.3 kA, Short Circuit Making Current : 65 kA, insulation level (PF rms/ impulse peak) : 35 kA/75kA, System Ground : Solidly Earthed,Duty Cycle : 0 - 0.3 sec - CO - 3 min - CO, Break/ Make time :- Not more than 5 Cycle, Range for Auxiliary voltage for Closing / Tripping / Spring Charging : 85-110%/ 70-110%/85-110%. of rated voltage. The VCB must withstand 10000 mechanical, & 100 at rated short circuit current. The breakers should have auxiliary contact 6 No+ 6 NC, in minimum. The used Breakers will comply with IEC 62271/ IS 13118. Qty. - 3 Nos (1 no Incomer & 1 outgoings)Busbar: Rated Current : 800A @ 40°C ambient, Material : Silver Plated /Tined , High conductivity elecrolytic Copper Bus Bar sleeve :Heat Shrinkable PVC Sleeve with joints having full voltage soft PVC shroude Short time rating for 1sec :26.3kA -1 setCurrent Transformer:Voltage class: As specified in Circuit breaker ; Type: cast resin type, Dual core, Dual Ratio , Barden :10VA; Class insulation : Class E or better . Protection core: 5P10, Metering : 1.0 , Short time rating for 1 sec :26.3kA Ratio :300-150/1-1, 7 setsBus Potential Transformer: Rated Voltage : Primary - 11000 / ✓3 , Sec -110✓3; Type : Cast resin , draw out type, 3- phase , 3-limb complete with HV fuses . Barden : 100VA per phase ; Class of insulation : Class F or Better , Accuracy Class: 1.0;Rated Voltage factor : 1.2 continuous, 1.5 for 30 Secs. PT shouldbe drawnout type and serivce continuously shall be indepandent of Breaker trolly position...1set 50 Relay for Control & Protection: Numerical Type IDMT Relay (50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Additionally, condition monitoring CB wear, condition monitoring CT supervision, disturbance recorder, undervoltage & over voltage protection, trip circuit supervisioncan be measured through the relay. The device shall support webserver/web HMI through which we can monitor and control the relays over a ethernet Lan network. Licenses for theprogramming software shall be provided free of cost.The numerical relay shall have large mimic-based LCD screen display . .The relay shall have 8 Digital inputs and 8 Digital Outputs and one additional watchdog ouput.The device has to aloe controlling of min. six objects (circuit breakers, disconnectors and grounding switches). Controlling has to be done by “select-execute” or “direct control” principle. Controlling has to be possible by: through local HMI, remote communication, via digital input or via function key. Events has to be readable to SCADA systems, front panel or by setting software.The sample rate of the recording has to settable to 32samples/cycle.The devices shall provide storage up to events 2000 based on the resolution.The device shall support following communication protocols: Native IEC 61850 ed1 & ed2, Modbus TCP. The IEC 61850 communication has to support peer to peer communication (GOOSE) if requiredThe IEC 61850 interface must be able to configure through setting software. Also the same setting software has to be able to generate ICD filesThe device shall have KEMA IEC61850 edition 2 certificates - 3 sets. High Speed Master Trip relay VAX31- 3 Set, Ttrip circuit supervision relay-VAJH13-3 set6 Window Annunciation Facia . with ACCEPT, RESET & TEST Push Button - 3 set . Auxillary relay for Transmission faults (VAA33)- - 3 Set 51 Metering: Meters: 1-NosUL&CE Multifunction Digital meter displaying Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.Temperature Monitoring Sensor for the Three Phases of Incomer VCB Panel :Supply, installation, testing & commissioning ofthermal monitoring system to be provided to detect abnormal temperatures due to faulty connections and to prevent equipment B19damage. The switchgear shall have wireless temperature measurement sensors at all critical points:(a) 3 nos. foreach phase at incoming side cable joints The wireless temperature sensors installed on conductors shall be :(i) Installed with direct contact to hot point, to achieve accuracy of +/- 2°C(ii) Self-power (no auxiliary supply, no battery)(a) communicate wirelessly(c) Operate from -25°C to 125 °CThe system shall allow 2 configurable thresholds (pre-alarm and alarm). This system shall have integrated algorithms enabling to anticipate as early as possible an abnormal temperature, before damage occur (strong predictive capacity) and generate alarm through SCADA/monitoring software. Thermal sensor shall beself powered by the network current. Temperature data is sent via Zigbee wireless communication to provide high performance and accurate thermal monitoring. The sensor is secured to the connection point and is in direct contact with the measured point. Smartphones or tablets (with a Zigbee communication dongle) can be used with our Thermal Connect mobile application to scan data locally and can replace the need of periodic infrared scanning. Thermal sensors should comply to following standards:1 EN/IEC 61010,2010 2. UL 61010-12, 20123. ETSI EN 300238, 2012 V1.0.1 4. IEEE 802.15.4, 2013 52 Power Pack shall be with 220Volt AC Input & 24 volt DC continuous output suitable for closing /tripping indication of HT panel boards with 2nos 12Volt 100AH maintenance free batteries, chatging unit for trip system complete with suitable capacity dogital MFM connections with 2.5sq mm FRLS inaulated copper conductor cable etc as required.-4 set.The 11 KV HT Switchboard of 1 panel,shall bewith all accessories, interconnections,internal wiring, labels, space heaters etc. complete as required.3 panels shall be mechanically interlocked in such a way that only one operates at a time and multifunctional digital meters shall be interconnected and programmed in such a way that total consumption will come in one meter summating both of them.Note: 1. Quotated rates shall be inclusive of construction of foundation for the installation of VCB as per OEM drawing.2. The equipment shall be tested by SEI post sucessful installtion and report shall be submitted to this office. 53 Design, Manufacturing, Supply, Installation, Testing and Commissioning of 3 way 12 kV rated Ring Main Unit ofwith Fault Level 21KA 3 sec internal ARC 1 sec for tank and cable box , consisiting of 630A12 kV rated , 2 nos motorized type VCB as incomers & 1 load break switch as outgoings with metering modules along with necessary Earth Switches,battery and battery charger for shunt trip arrangement andMotor and other auxiliary circuit operation, HT CopperBus bar with current density not more than 1.6A/sq. mm as per detailed description as follows: RMU Construction: The switchgear and busbar shall all be contained in a stainless steel enclosure filled with SF6 at 0.3 bar (300 hPa) relative pressure to ensure the insulation and breaking functions. Sealed for life, the enclosure shall meet the sealed pressure system criterion in accordance with the IEC 62271-1 standard (§ 3.6.5.4): a volume for which no further gas processing is required during its entire expected life”. In addition, manufacturer shall confirm that maximum leakage rate is lower than 0,1 % / year. It shall provide full insulation, making the switchgear insensitive to the environment (temporary flooding, high humidity...), IP67 degrees of protection in accordance with recommendation IEC 60529 § 14.2.7. No SF6 gas handling required at site. Thus assembled, the active parts of the switchgear shall be maintenance-free and the switchboard shall be low-maintenance. The switchgear operating mechanism shall have an IP2X protection and cable chamber shall be IP55, Over all IP protection shall be IP55 . The tank shall be made of at least 2mm unpainted stainless steel. Item Continued as 3.01 to 3.05 54 VCB is the preferred dielectric medium for MV RMUs. Oil filled switchgear will not be considered. RMU shall be in accordance with IEC 60376.Any accidental overpressure inside the sealed chamber will be limited by the opening of a pressure limiting device in the lower part of the enclosure. Gas will be released to the rear or the bottom of the switchboard away from the operator and internal arc tested for both cable and tank for 21KA 1sec AFLR with test conducted with minimum 3 functions TankNumber of mechanical operations of Circuit breaker 2000 O/C , Number of electrical operations at full loop current for LBS: 100 O/C , Number of electrical operations at full loop current for CB: 2000 O/C,. Manufacturer shall provide type test report to prove compliance with IEC 62271-200 Annex A, Internal arc classification class AFL with 21kA 1s for the enclosure. Make of the RMU, vaccum intrtupter , relay & meter shall be of same OEM. All the test certificate shall be in the name of the OEM only . If there is any name change / acquisition by other OEM happened for the RMU then test cerificates shall contain the new OEM name only.HT System : 3 phase -3 wire , HT Fault level21 kA, Power System earthing - solindly earthed at up stream source, HT Copper Bus with Short Time Curent rating 21 kA for 1 Sec ( 3Sec), Continuous current rating at least 630 A. tank and cable chamberof RMU must be IAC rated for 21 kA for 1 Sec AFLR. Design ambient to be considered as 40 Deg C.HT Circuit Breaker :(i) There shall be 1nos.load break switches as incomings and 2 nos 12 kV rated VCBas outgoing ( total 3 nos.) . The circuit breakers shall be fixed type. All of the switchgear shall be capable of withstanding this current without any damage being caused, in accordance with the recommendations IEC 62271-1 and IEC 62271-200.Loss of service continuity class: LSC2(ii) The Circuit Breaker must be rated for 12 kV ( nominal Voltage), 28 kV/75 kVp ,3 Phase, 50 Hz, Short Circuit Fault Level of 21 kA for 3 sec. 55 (iii) No. Of Close Coils - 01 no. operable at 24 V DC (85% - 110%)/ Spring Assited Closing, No. of Trip Coils - 01 nos. ,operabale at 24 V DC ( 70% - 110%) for shunt trip.(iv) Provision for supervision of the shunt Trip Circuits for the Trip Coils to be provided. (v)Switchgear classification: PM class(vi) Loss of service continuity class: LSC2(vii) Duty Cycle : O – 3min – CO – 3min – CO, Vacuum Circuit breaker shall be of M1, E2, C1 duty and capable for minimum 50 short circuit breaking operation at full short circuit level.(viii) STC rating 21 kA for 3 Sec (for Vacuum Interrupter).(ix)Vacuum Interruptor must be hermetically sealed and must comply IEC 60056 ( along with latest amendments). Vaccum interrupter shall be of same make as RMU(x)Circuit Breaker to be equipped with Suitable tripping arrangement with push button, Mechanical counter to assess the total number of operations of the breaker, Mechanical ON / OFF indicator, Auxiliary switches, Auxiliary Contacts( at least 2 NO + 2 NC of Class 2 category), Emergency trip push button.(xi) The Operating mechanism shall be spring charged motor operated/ spring assisted as per OEM type tested design type with Spring Charge Universal motor operable on 24 V DC / 230 V AC.(xii)Suitable monitoring of Bircuit Breaker status ( ON, OFF, Trip, CB Spring charged if applicable), Trip Circuit Healthy / Unhealthy, DC healthy/unhealthyto be provided using (xiii) Voltage Presence Indicator shall be provided against each HT circuit ( against each VCB) on line side for knowing the presence of line enerzisation status.(xiv)Number of Mechanical operations at full rated current for breaker: 2000 O/C 56 HT CT /PT : Load Break Switch - 11 KV, 630A, 21KA for 3sec Motorized Load break switch; with built in line side manual earth switch. Earthing should be completed within 2 operations only(i.e 1. Main switch - OFF, 2. Earth switch - ON). LBS shall have 3 positions, open or disconnected, closed and earthed, and will be constructed in such a way that interlocking prevents unauthorized operations. For earth switch, manual opening and closing will be driven by a fast-acting /snap action mechanism, independent of operator action. LBS and earth switch shall have a min of 1000 (M1) mechanical operations ,and 5 nos closing operations at rated SC current. LBS should have 100 electrical operations at rated current. LBS & Earth Switch should have separate apertures for operation.i) One set of 03 nos. ( for 3 phases) dual core Cast Resin CTs for Eachincomer VCBcomplying with IEC:60185 & IS 2705 ( along with latest amendments) , Core -1 - 400-200/1 A , 2.5 VA, Cl 0.5 for metering ; Core-2 - 400-200/1 A, 2.5 VA , 5P10 for Protection.ii) 01 no. of 03 phase Dual Core PT forHT bus ( 11 kV)with protection HRC fuseCore 1- 11kV /√3 / 110V/√3, Cl 0.5s, 50VACore 2- 11kV /√3 / 110V/3, Cl 3P, 50VA(iii) Multifunction Meter:2 Nos. 3 phaseDigital Multifunction Meter6400NGwith Voltage, Amps, kWh, kW, P.F., Active, reactive, apparent energy , disturbance direction detection, Individual harmonic up to the 63rd harmonic. at least 256 samples/cyclewith ethernet Port with inbuilt webserver and complying to IEC 61557-12, IEC 62053-22 certified by third party laboratory.for each VCB panel ( 96 mm x 96 mm) , Flush mounted, Class 1 conforming to IEC 62053-22 ( along with latest amendments). 57 Protection Relay: (i) 2 Nos. of Numerical Type Self-powered IDMT Relay(50/51, 50N/5IN) with two elements for overcurrent and earth fault having settings 50% to 200% for overcurrent and 20% to 80% for earth fault in equal steps with time and current settings and high set instantaneous unit. Relay should communicate on Modbus RS-485.(ii) Each VCB must have separate Anti Pumping Relay / Antipumping feature through motorization circuit.Fault Passageindicator: The FPI shall facilitate quick detection of faulty section of line. The fault indication may be on the basis of monitoring fault current flow through the device. The FPI should be self-powered and should have internal lithium battery for external indication and setting of FPI in the absence of current.The FPIs shall include: Fault detection - Phase to phase and Phase to earth faults.One potential- free output contacts for hardwiring to RTUs. On this basis, the SCADA/DMS will be able to monitor phase / earth fault condition.Local fault indications - LCD display on FPI front panel along with LED indication on front panel of RMU enclosure.Multiple reset option : End of time delay (Adjustable from 2 to 16 Hrs)Remote reset (Via potential free input contact of FPI)Manual reset (Reset button on front panel of FPI)Automatic reset on current restoration.The characteristics of the FPIs shall include: Phase fault thresholds configurable from at least 100 to 800 A,Earth fault thresholds configurable from at least 20 to 200 AMultiple number of steps for adjusting phase and earth fault thresholds. Fault current duration range configurable from at least 40 ms to 100 ms in 20 ms steps and further 100 ms to 300 ms in 50 ms steps. Variations with respect to these characteristics may be acceptable as long as they prove applicable and provide the same or better flexibility. 58 EARTHING : The cables shall be earthed by an earthing switch with short-circuit making capacity, in compliance with IEC 62271-102 standard. The earthing switch can only be operated when the switch is open. The switch and earthing switch operating mechanism shall have a mechanical endurance of at least 1000 operations. Integrated line side Earth switches shall be provided in each HT Circuit. ( against each VCB)RMU Bushing & Cable Termination: It is preferable to have all bushings accessible from the front of the RMU. Bushings along the sides or the rear of the RMU are not acceptable.For each cable compartment, the bushing shall be at the same height in order to facilitate a possible reversal of the cables. The bushing should be conveniently located for working with cables specified and allow for the termination of these cables: - 630 A M16 bolted connectors for switch-disconnectors and vacuum circuit breakers functions.The profiles of the cable connection bushings shall be in compliance with IEC-60137 standard. Cable clamps:A cable clamp arrangement must be provided for all network cables terminated on the RMU.Provision for Cable Entry: There shall be suitable provsion for Cable entry from bottom through 3 mm thick CRCA steel thick detachable gland plate along with provision for termination of 2 runs of 3 c X 300 Sq mm 11 kV (E ) , XLPE insulated Aluminium Cables (for HT side) and at LT side runs of cables matching with outgoing MCCB current rating.Note: (i) Quotated rates shall be inclusive of foundation for the installation of VCB as per OEM drawing.(ii) The equipment shall be tested by SEIaftersuccessful installtion and report shall be submitted to this office and cost deemed to inclusive in qoated rates 59 M&L for water proof, 3 core PVC insulated and PVC sheathed, copper conductor cable of size 1.5 sqmm, 1100 Volts grade including PVC conduits properly fixed on steel poles using GI wire for electrical connection of street light fittings, complete all as specified and directed. 60 Supply and fixing junction box having protection dust proof, acid resistant, shock proof, fire retardent self extinguisher for outside installation with knockout entry for cable of size 10 - 25 sqmm andminimum size 295x195x95 mm with terminals, with and includingbrackets for street light pole mounting andone 6A MCB SP complete all as specified and directed. 61 M&L for Advanceencapsulated compound based Chemical earthing CPRI tesed maintenance free , pipein -pipe technology upgraded(Zinc & Alloy coated). , Zinc & Alloy coated (80 -100) microns with pure zinc (99.9%) & Alloy coating (200-250) microns. Earthing system conforming IS 3034. The outer and inner pipe should be 76.2 mm and 41.9 mm dia respectively of3 mtrs long zinc coated with additional special alloy coating 300 mm on top side for additional protection of the terminal . The annular space between the pipes to be filled up with Compactfill (CF) (Crystalline Conductive) mixture which should bemachine pressed in the pipes not disintegrate or collapse when outer pipe corrodes . The inner pipe should be extended with terminals for connectivity.The job includes digging the pitsin any type of hard densesoilof min size 1000 X 1000 X 3050 mm depth taking out excavated soil, lowering/ placing thethe pipe in pipe earth electrode in pit in center ,filling of pure conductolite back filling compound (BFC Conductolite) having excellent moisture retaining capacity in 300 mm around the electrode(minimum 4 bags of 25 KG per pit per unit) or more qty of backfillcompoundas required to fill around the the elctrode in 300 mmin circumfrance of electrode . Contractor has to fill the remaining portion of pit withlow resistivity soil (agriculture soil) free from stones etcs, to be bring from out side defence landas the soil resistivity ofStn is very high and mixed with min 3 Bags of 50 Kg each of Bantonide clay. The BFC should be eco friendly it should not contain envernmently hazardous material/metal having ROHS certification from NABL accredited lab.The earth pit should be provided with a FRP earth pit cover for protection and safe guard of terminals. The material of earth electrodeshould have good electrical conductivity & anti corrosion property in wide range of soil conditions. The job also include M & L for in PCC(1:3:6) typeC-1 around the FRP cover for support and foundation and colouring the PCC work withdesired colour.completeall as specified and directed. Item Continued as 6.01 62 Note : (i) Design of earth electrode should be of pipein-pipetechnology .(ii) Contractor have to submit literature of earth electrode and get the make approved of GE before procurement.(iii) The earth electrode shall be CPRI tested to withstand short current test for 60kA rms for 1.0 second and 150kA for peak current.(iv) Contarctor has to fill pure back fill compound conductolite all around the earth electrodein 300 mm bore up to full depth of bore.(v) Contractor shall refill the pit with low resistivity soil (agriculature soil ) free fron stone etc and mixed with 06 bags of Bentonite of 25 Kg each to achive the low resistance values. (vi) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection. This Earthing System used for VCB and RMU only. For Solar Power Plant Earthing System is already deemed to be included in quoted rates.(vii) Necessary cost of repair to plinth protection and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 6 x Bags of bentonidedeemed to be included in the item rate.(viii) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work. 63 SAFETY EQUIPMENTSSupply and fixing Rubber hand gloves suitable for 11 KVas per OEM recommendationcomplete all as specified and directed. 64 S&F for glass framed Shock treatment chart both in Hindi & Englishand connected accessoriescomplete all as specified and directed. 65 S&F for dry powder chemical type 4.5 kg fire extinguiser with clamps and connectedaccessories ISI Marked complete all as specified and directed. 66 S&F for single line diagram, schematic diagrams etc. of A1 size on suitable Aluminium sheet including lamination etc. as required as per OEM recommendationcomplete all as specified and directed. 67 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. 68 Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation, manholes, laying of UG cables/pipes etc. not exceeding 10 Sq.m on plan and getting out in soft/loose or any type of soil complete all as specified and directed. 69 Removing excavated material (soils) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. 70 Returning filling in, soft/looseor any type of soil including spreading leveling watering and ramming complete all as specified and directed. 71 Excavation in post holes (or similar holes) in soft/loose soil each n.exc 0.50 cum, getting out,returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface all as specified & as directed. 72 M&L for RCC M-20, design mix (using 20mm graded crushed stone aggregate), including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. 73 M&L for steel tubular swaged poles complete with cast iron base plate, finial taper plugs, bolts, nuts & screws as specified type 410 SP-31, 9.0 meter longinclusive of two coats of aluminium paint over one primer coat of red oxide zinc chrome primer including preparation of surfaces complete all as specified and directed.NOTE : (a) The poles shall confirm to IS - 2713 & each component pipe shall be ISI Marked & confirm to IS - 1161. (b) Necessary earthwork, PCC etc. shall be measured & paid separately under relevant items of work. 74 S & F LED Street lights nominal power 90 Watt, LED of Make Osram; Bridgelux ; Philips; Nicha; Cree; Samsung, LED wattage of minimum 3 watt each and Maximum 5 watt each, operational voltage of 170 volts to 270 volts, frequency of 50 Hz, lumen efficacy of minimum 120 lumens per watt, built-in integrated electronic LED driver, output open /short circuit protection, phase to phase protection, over voltage protection, surge voltage protection upto 4 KVs, protection grade IP 66, CRI greater than 80%, CW available CCT of 5700K, power factor of minimum 0.95, pressure die-cast aluminium alloy housing with polyester powder coated metallic silver finish after phosphochromate treatment, life span of minimum 50000 working hourswith IK10 and L70 on including fixing at any height and including wiring using three core PVC insulated, PVC sheathed, flexible stranded copper conductor FR-LSH cables suitable for outdoor use, 1.5 sqmm as per IS 694: 2010 complete all as specified and as directed.(i) If connection.cable from pole Juction box to street light and street light bracket up to 2 mtrs be included and measured in unit rate item, Beyond 2 mtrs of length to be paid seperately under respective items.(ii)At location where street lights/flood light are connected through overhead conductor, connection cable from light fitting to overhead conductor is deemed to be incl in the item rate. (iii) All LED street light/flood lights shall be properly connected with earth dolly provided with fittings and steel poles earth bolt.(iv)All LED lights have replacement warranty of 5 years from the date of completion of the contract accordingly condition 46 of GCC (IAFW-2249) shall be amended to extent mention above. Contractor has to submittwarranty certificate from manufacturer . Payment of light fitting will be released after receipt of 3 year replacement warranty certificate from manufacturer.(v) The LED lights will replaced bythe contractor free of cost in the case of manufacturing defects and Failure due to electrical impact if not connected properly with earth. Hence it is contractor responsibility to connect the light fitting earth wire and shall be grounded properly.(vi) The contractor shall submit the surge protection certificate and Type test certificate LM 79, LM 80 for luminaries from LED manufactutre. 75 M&L for Cement concrete (1:4:8) type D2, (Using 40mm graded crushed stone aggregate) as in foundations of poles and stay, filling and mass concrete complete all as specified and directed. 76 M&L for plain cement concrete (1:3:6), type-C2 (40mm graded crushed stone aggregate) as in foundation, filling and mass-concrete, coping etc for pole foundationwith and including necessary formwork complete all as specified and directed. 77 M&L PCC (1:2:4) type B2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete and copingwith and including necessary formwork complete all as specified and directed. 78 Material & labour for earthing complete with copper earth plate electrode 600 mm x 600 mm x 3.15 mm thick burried directly in ground (Earth pit not less than 4 mtr deep below ground level) with top edge of the plate not less than 3.25 mtrbelow ground level connected to copper strip 20 x 3.15 mm as earth lead by brass nut bolts washer including brazing the copper strip with copper plate as shown in electrical plate No 3 connected to earth test point including necessary excavation for earth pitin hard dense soil, rocky / disintergate rock, filling charcoal and salt around the plate in layers , filling the pit with low resistivity agriculture soil free from stones, to be bring from out side defence land and mixed with Bentonite , (4 bags of 25 Kg each ), construction ofinspection pit ( earth pit chamber) of brick work of size 600 x 600 x 600 mmwith PCC copping of 1 :1.5: 3, 12.5 mm aggregate A1 with MS sheet 2.8 mm plate cover on frame ofangle iron of size 40 x 40 x 5 mm with , wire mess, funnel, test point, 40 mm dia GI protection pipelightgrade and20 mm GI peforated pipefor wateringetc complete and testing on completion. The electrode and lead shall be of copper all as specified and directed by Engr-in-charge (Copper strip upto 7.5 RM will be included in the item rate and copper strip beyond 7.5 RM will be measured seperately Item Continued as 22.01 79 NOTE :-(i) Contractor shall uselow reisistivity fresh agriculture soil , mixed with 4 x Bags of bentoniteclay of 25 Kg each for refillingthe pit to achive the desired resistance.(ii) copper strip will be laid below 60 cm from ground level and connected to test point through plinth protection(iii) Necessary cost of repair to plinth protection as per existing specification and connected plate and earth continuity conductor by providing 2 x brass nuts bolts and brazing of joints,bringing argiculture soil from out side defence land and cost of 3 x Bags of bentonitedeemed to be included in the item rate.(iv) Contractor has to clear the side and disposed off the excavated soil from pit on completion of work.(v) Contractor has to submit test report of earthing after completing the earthing.(vi) Bentonite clay should be Conf to IS 6186: 1986.(vii) The cost ofCopper strip of size 20X3.15 mm from top of earth plate upto 7.5 meter above ground level is deemed to be included in the unit rate of above item.and copper strip beyond 7.5 RM will be measured seperately.(viii). All the joints in copper strip and connection with Earth Plate to be welded through brazing and in addition by proving brass nut bolt and washer are deemed to be included in the unit rate. (ix) Cost of brazing / welding and nut bolts are deemed to be included in the unit rate. (x) Cost includes removal of excavated soil upto a distance of 100 mtrs. 80 Supply and fixing copper strip of size 20 x 3.15mm as earth continuity conductor or main earthing lead fixed on V typeporcelain insulator, 4 BM, heavy duty ( ceramic bus bar supportinsulator off whitecolour ofsuitable for mounting strip of 20 mm wide x 3.15 min thick) saddle to wall, buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 20 x 3.15 mm copper strip brazingto each joints and connected with by providingbrassnut boltsand washer including test point all as specified and directed by Engr in Charge. Note : Insulators shall be provided on every 50 cm. (Minimum 2 x insulators to be provided in every 1 x metre of strip and rate of the same deemed to included in quoated rates) 81 M&L sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 230mm spreding thickness and consolidated (punned) upto 180mm thickness, complete all as specified and directed. 82 Supplying and laying un-reinforced precast concrete cable cover, class HV, type 1 with peak, size 300mm x 180mm x 40mm complete all as specified and as directed. 83 M&L for GI pipe 100 mm bore, light grade with all fittings and fixtures (ISI Marked), laid in trenches, under road or fixing on wall/ pole /crossing drain /nallah etc. of bore complete all as specified and directed. 84 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 85 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 86 Supply, laying, jointing & testing XLPE insulated screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 4 core ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc.with all fixing & connecting accessories complete all as specified and directed. 87 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 63 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 88 Supply, laying & testing PP-R IS-15801 (Polypropylene random co-polymer) pipe 3-layer 32 mm dia (outer green coloured UV stablilized, middle black coloured UV stabilized and innermost layer white coloured with anti-microbial property) fusion welded grade PN-10 SDR-11 ( Pressure nominal 10KGS/cm2 ) having thermal stability for hot & cold water supply including all types of plain and brss threaded PPR fittings of any size such as elbow, tees, FTA and MTA etc laid in trenches complete all as specified and as directed.Note:The contractor shall submit 15 Years warranty certificate against leakageand defect liabilty period deemed to amended acordingly. 89 S&F for 63mm (OD) PP-R Gate valves (brass insert)and connected acessories complete all as specified and as directed. 90 S&F for 32mm (OD) PP-R Gate valves (brass insert) nd connected acessories complete all as specified and as directed. 91 M&L for hard core of gauge not exceeding 63mm with broken stone or boulders, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and directed. 92 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658-2006 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. 93 S&F for RCC pipes of 600 mm dia, NP-2 laid and jointed complete with collars complete all as specified and directed. 94 S&F for 250mm bore Flue pipes of mild steel sheet, black, in suitable lengths as approved by GE and fixed to walls complete all as specified and directed. 95 M&L for Brickwork with fly ash bricks (modular bricks ), straight or curved on plan exc 6m mean radius, built in cement mortar(1:6) complete all as specified and directed. 96 Material and labour for plastering 15 mm thick (in two coats of 10 mm and 5 mm thick) on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound will be deemed to included in qoated rates. 97 M&L for applying three coats of white wash on newly plastered wall surfaces including preparation of surface complete all as specified and directed. 98 S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. Wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed. 99 S & F hot rolled medium and high tensile structural steel of grade E165 as per IS 15911: 2010 as in framed work such as grills, grating, etc., with ends of bars of shouldered and/or riveted, or forged into spikes, framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework water tanks and similar work complete all as specified and directed by Engineer-in-charge. 100 S&F flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. 101 S&F MS screw bolt (machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc. 5 cm and n. exc 10 cm long, diameter of neck 5 to 10 mm complete all as specified and directed. 102 Supply and fixinggalvanized steel chain link fence fabric of mesh size as approved , made out of 4 mm nominal dia of mesh wireconforming to IS 2712-2003 and having zinc coating of type heavy as laid down in IS-4826 including line wires/ binding complete all as specified and as directed(A Board of Officers under the orders of GE shall be convened to ascertain the weight per square metre of galvanized steel wire chain link fencing brought at site by the contractor against each lot of materials). 103 S&F 10mm round bars Fe-410-W (Gde-250) quality-A or Fe-290-(Gde-E-165) as in stiffner to hold the chain link fencing fixed with angle iron post inclucinding necessary welding and fixing arrangement at ends complete all as specified and directed . 104 S&F Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steelpins, etc. complete all as specified and directed . 105 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 106 Material and Labour for applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on new steel and iron surface not exceeding 10 cm in width or girth including preparation of surfaces complete all as specified and directed. 107 Materials and Labour for reinforced cement concrete M-20design mixin columns; pillars; piers; posts; struts etc,complete all as specified and directed. 108 S&F for Mild steel TMT bars 10mm dia and over, conforming to Fe 500 D, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. 109 S & F for mild steel TMT bars 6 to 8 mm dia, conforming to Fe 500 D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, stirup,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. 110 M&L for construction of valve chamber with MS sheet cover 3mm thick with angle iron) frame of size 50 x 50 x 6mm and locking arrangements including painting one coat of primer followed by two coats of black sysnthetic paint including excvation and earth work in any type of soil,PCC (1:4:8) type D2 in foundation ,PCC benching 1:2;4 type B-1 ,PCC (1:5:8) block masonry 20 cm thick in cement mortor (1:6),10 mm thick plastering in CM 1:4 ,PCC bed in (1:3:6) and coping 50mm hick in cement concrete 1:2:4 type B1 using 20mm stone aggregate including necessary formwork,paintin one coat of red oxide and two coats of bituminious black paint on all steel surfaces as specified and as directed of sizes 800mm x 800mm x800mm (internnal dimensions) complete all as specified and as directed. 111 Sch A Part-II (Phase-II) 112 Providing Services for Manning and Operation of Solar Power Plant 0.8 MWp near 33 KV receiving stationat Sevoke Mil Station for FIRST YEAR after completion of Ph-I of the subject work with oneskilledcategory Electricianhaving certificate of Surya Mitra from NISE) for twoshifts of 8 hour, one helper (semi-skilled category) in two shift of 8 hrs eachcontinuous operation (including Sunday/Holiday) to maintain sub station in/out side Panels, Invertor, DC junction box, VCB as specified, including daily and weekly check up including cleaning of PV modules complete with suitable cleaning cloths etc , upkeeping the installation operational and in health condition, having own conveyance and communication system like mobile etc. complete, for Solar Power Plant with all minor consumable and expendable items and labour and tools for smooth and efficient operation complete all as specified and directed by Engineer-in-Charge. Make of spare parts / equipments of the Solar Power Plant :- Same as installed in the preceding phase of the work.Repair or replacement ofdefective components or spare parts will be carried out free of cost under DLP and comprehensive Maintenance as per OEM recommendation up to DLP period included in BOQ item No. 1.00. The Contractor may submit his claim for every months on pro-rata basis subject to condition 64 of IAFW-2249 (General Conditions of Contracts)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 17,92,949.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. Item Continued as 56.02 to 56.06 113 NOTES :- In addition to and Manning, Operation and Maintenance of Solar Power Plant, the following works will also be carried out by deputing addl manpower where required, to the entire satisfaction of Engr-in-Charge.(a) Minor repairs and preventive maintenance required to ensure serviceability and efficiency of complete MRS complex including supply of HT 11 KV fuse wire of proper sizeand minor spares such as nut, bolts, spring, lock nut of VCB/OCB as per sample, broom, duster, grass cutting tools, phawara, pick axes for cleaning/grass cutting of complete at Sub Stn Complex. 114 (b) Record of activities such as voltage / current / PF / Energy consumed / temp of transformers, break downs, day to day maintenance of Solar PV Plant etc.(c) The contractor shall ensure that all safety precautions are strictly exercised by the staff employed by him.Adherance to IE rules and statutory rules in vogue must be ensured.The contractor shall be fully responsible for any mishap that occurs due to any fault of the employee or due to non adherance of safety norms.(d) Record of activities such as attendance register, duty roster, pay distribution register of the whole staff employed by the contractor.(e) The electrician staff employed by the contractor shall be ITI holder with four years experience. 115 (g) Security lights within the complex will be operate by the tenderer. (h) The under mentioned tool kitwill be provided at site with person on duty :-(i) Electrician tool kit such as screw driver set, tester, test lamp, cutting plier, insulation tape, fuse wire of required size. (ii) Tongue tester(iii) HT megger(iv) First aid box (v) Shock treatment chart duly framed(vi) 33 and 11 KV Hand gloves(vii) 33 KV discharge rod withcopper chain(viii)) Helmet -02 nos(ix) Suitable Footwear - 02 nos(x) Cotton protective clothing with long sleeves duly embossed with GE Sevoke as directed. The tenderersquoted rates shall be deemed to be include the cost of all above provisions and nothing extra will be paid on any account. 116 (xi) The Bidders shall abide by the latest Labour rules and minimum wages Act. Wagespaid by the bidders to the persons employed shall not be less than the minimum wages fixed by the state/central government from time to time whichever is higher. (xii) The Bidders is responsible for insurance, EPF, ESI, Bonus, Labour welfare cess et., as applicable and shall be paid to the workmen as per existing Labour rules/ Acts/ regulations and rate quoted shall be deemed to be included for the same.(xiii) Dress Code : The bidders shall provide the workmen with Dark Blue Colour uniform {formal pant & T-shirt} with labels showing/ printed i.e. Name of the firm and designation on front and on the back of the T-shirt along with protective clothing, Industrial safety shoes, protective gears like helmet, safety belt etc..(xiv) Supervision and attending of all incoming & outgoing Solar Power Plant equipment metering equipments & monitoring to loads & other parameters of incomming & outgoing feeders & maintaining log sheet and attendance sheet. 117 INSURANCE: The Bidders shall also insure the workmen employed on the job.The Bidders shall be responsible for all Accidents/Injuries happening to the workmen. Any accident causing minor/fatal injury, partial disability due to any untoward incident or non-adherence to safety and IE regulations or fault in maintaining of internal electric supply system or on account of any mishandling/ wrong operation/ lack of knowledge of safety precautions or on account of any circumstances beyond his/ their control, the bidders shall be solely responsible for settling all claims of compensation to the deceased, falling which department will have a right to recover any sum indicated/ claimed by Labour commissioner/court authorities. No claim whatsoever will be entertained in this regard. No compensation is payable by the department on this account. Bidders shall provide first aid boxes to meet any emergency situations. 118 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for SECOND YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 18,75,076.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 119 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for THIRD YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 19,61,175.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 120 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FOURTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 20,51,671.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 121 All as perBOQ serial item No 56.01 to 56.06 as mentioned here-in-before but for FIFTHYEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 21,46,848.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 122 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for SIXTH YEAR after completion of Ph-I of the subject work .NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 22,46,564.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 123 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Seventh YEAR after completion of Ph-I.NOTE :- (a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 23,51,386.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 124 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but forEight YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 24,61,315.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 125 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for Ninth YEAR after completion of Ph-I.NOTE :-(a)The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 25,76,917.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 126 All as per BOQ serial item No 56.01 to 56.06 as mentioned here in before but for TENTH YEAR after completion of Ph-I.NOTE :-(a) The bidders shall ensure that the quoted amount for O&M is not less than minimum fair wages i.e. quoted amount is not less than the prepriced amount i.e. Rs 27,03,441.00. If quoted amount is less than the prepriced amount, same will be amended to pre-priced amount.Amount so adjusted will be deducted from quoted amount against Sch A Part-I i.e. Item No. 1.00 of BOQ. Quoted Amount of tender as a whole will remain unchanged due to this adjustment. 127 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIRST YEAR after expiry of DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum andcost of item priced upto ₹500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost. Repairs of minor components any other major components are also in the scope and cost of labour for minor / major components is deemed to be included in the quoted rate for this item.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 128 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor SECOND YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted costrepairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 129 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor THIRD YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 130 Comprehenisve maintenance ofSolar Power Plant 0.8 MWpfor FORTH YEAR after DLP of Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d)Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 131 Comprehenisve maintenance of Solar Power Plant 0.8 MWpfor FIFTH YEAR after DLPof Ph-I of the subject work with including periodical Check up andmaintenance as per OEM recommendation& connected accessories through Authorised Original Equipment Manufacturers Service Centre Engineersor through OEM Certified Agencies as approved by GE, complete all as specified and as directed. NOTE :-(a) Service engineer will carry scheduled preventative maintenance checks on SPV as per the standard check list of the OEM. (b) Service engineer shall carry out checks on Solar Plant, as per the manufacturer’s check list and as directed by Engr-in Charge and would correct / recommend / suggest improvement in operation and performance. (c) Service Engineer during the visit will report on the performance or any other abnormality and inform parts requirement, shall also submit the report on work done and recommendations as well as spare parts offers to the concerned authority for arrangement.(d) Cost of equipment and spare parts which is not covered in warranty and DLP shall be measured in PC Sum and cost up to Rs. 500.00 shall be deemed to be included in the comprehenisve maintenance quoted cost repairs of minor components any other major components are also in the scope of Annual Maintenance Contract.(e) Cost of gaskets, metal/rubber washer, CI washer special cement and small nuts/bolts and screws required for repair shall be deemed to be included in the unit rated quoted by the contractor. 132 Prime Cost Sum. The prime cost to be used as directed by the Accepting Officer vide Condition 1 (v) and 5 of IAFW-2249 (General Condition of Contracts) forming part of the tender documents.(a) Provide a prime cost of Rs.3,00,000.00 forsupply only of spare parts required for comprehensive maintenance after expiry of DLP of Phase-I, through a BOO convened by the CWE. The spares shall procured directly from the OEMs or their aurhorised distributor/dealer as approved by GE.(b) Bidders/Contractors quoted amount shall be inclusive of his overhead and profit and including all taxes and insert amount to cover all. The Bidders/Contractors is to quote lump sum amount under Column 6 covering all the aspects mentioned here in before, representing (%) percentage under Column 9, Above/Below (+ or - denomination) the Prime Cost Sum inserted by MES under Column 5. However, the quoted amount under Column 6 shall not exceed 15% (Fifteen Percentage) of Prime Cost Sum inserted by MES under Column 5. In case, the Bidders/Contractors quoted amount is in excess of 15% of the estimated amount, the same shall be restricted to 15% (Fifteen Percentage) and the amount quoted shall be corrected accordingly to work out the contract sum. Item Continued as 70.01 133 NOTE:-Prime Cost Sum shall be governed in terms of condition 1 (v) and 5 of IAFW-2249 (General Condition of Contract) and to be regularized through Deviation Order. The following procedure shall be adopted to execute the Prime Cost Sum :-(a) Step –I Service Engineer of OEM along with site executive shall visit every month for Preventive and corrective maintenance on all the Solar Power Plant as specified in BOQ herein before, and undertake routine comprehensive maintenance and identify the list of damage / defective spare parts in Solar Power Plant. Service Engineer have to submit report to concerned Engr-in Charge and BOO before undertaking replacement/ repairs, except in case of emergency.(b) Step –II Subsequently BOO will verify the same and submit the finding to the CWE after assembly of board in terms of CA Provision for concurrence.(c) Step –III After concurrence of BOO, the Engr-in-Charge will direct the contractor and the service provider to replace the unserviceable spare parts.(d) Step –IV Serviceability certificate of Solar Power Plant duly signed by the Service Engineer, BOO findings, GST enabled purchase voucher for the replaced spare parts alongwith draft DO details shall be submitted to the GE for placing of DO’s. The advance on account shall be accompanied alongwith the said DO’s for payment.
Contract Date: Mar 17, 2026 Contract Value : ₹ 6.86 Crore
Statutory Bodies & Commissions/Committees No of Bidders 6
West Bengal View Result →
8.
Drinking Water Supply and Sanitation #9199019 Technical Bid
Tender For The Work Of Construction Of Sources Rising Main Pl Cwrs Pump Houses Esrs Glsrs Internal Village Distribution Pipeline And Fhtc Including One Year Dlp Of Svs Under Jjm In The Dn Bagidora Under Distt Bans Pkg15 - Tender for the work of construction of Sources, Rising main pipelines, CWRs, Pump houses, ESRs, GLSRs, internal village distribution pipeline and FHTC including one year Defect Liability Period of SVS under JJM in the DN. Bagidora Under District-Banswara (Package-15) Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately 2 80 mm dia 3 100 mm dia 4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.HDPE PE-100 PN-6 (Dia in mm) 5 75 mm dia 6 90 mm dia 7 110 mm dia 8 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE100 PN-6 (Dia in mm) 9 125 mm dia 10 160 mm dia 11 180 mm dia 12 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc. 13 In all types of Soils 14 upto 1.5 m 15 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: 16 In Soft Rock 17 upto 1.5 m 18 In Hard Rock (Blasting Required) 19 upto 1.5 m 20 In Hard Rock (Blasting Prohibited) 21 upto 1.5 m 22 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 23 Bituminous courses 24 Granular courses 25 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasksas per technical specification and scope of work. 26 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 27 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size). 28 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 29 80 mm dia 30 100 mm dia 31 150 mm dia 32 200 mm dia 33 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 34 Manually Operated CI Sluice valve of Class PN-1.0 35 100 mm dia 36 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 37 80 mm dia 38 100 mm dia 39 150 mm dia 40 200 mm dia 41 Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. 42 100 mm dia 43 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 44 Class PN 1.0 45 100 mm dia 46 Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge 47 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 48 1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia valve 49 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 50 Class PN 1.6 51 50 mm 52 Class PN 1.0 53 40 mm 54 50 mm 55 Supply, installation, testing and commissioning of DC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and B9maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps.Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope. Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit,accidental short circuit and reverse polarity should be provided. A good reliable on/off switch suitable for DC use is to be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be as per technical specification and direction of Engineer in charge. 56 2.2 KW (3.0 HP) 57 Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On the Polyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item. The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701,ISI marked, indicating the BIS license No.) of approved make with cover.Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled. Note: There shall be 5 year service warranty for structure, tank, fittings etc. and suitable provision shall be included in tender document. 58 5000 Liter X 2 Nos. PE water tank, staging 12 meter. 59 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. 60 Design, Fabrication and installation of MS galvanised structure for installation of Solar Penals at a height of 4m above ground level 61 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. 62 Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank and installation of PV module on above structure as per approved design and drawings. Mounting structure shall be suitably design to withstand wind velocity up to 150km/hr. The work shall be as per detailed technical specifications, approved drawing and direction of Engineer in Charge.This item does not include cost of OHSR/ MS fabricated structure with tank but includes cost of items required for installation of solar panels on top of the tank.Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document. 63 Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height 64 Design, Fabrication and installation of MS galvanised structure for installation of Solar Penals at a height of 4m above ground level 65 120CM high fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 cm in ground embedded in cement concrete, 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonal of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete 66 Providing and fixing 1.2 metres high GI 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 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type A as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. 67 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 68 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 69 2.2 KW 70 5.5 KW 71 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 72 Up to 5.00 HP 73 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 74 Above5 HPand upto 10 HP 75 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 76 5.5 KW (7.5 HP) & head up to 120 mtr. 77 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 78 3 core 4.0 Sq.mm 79 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 80 10.0 Sq. mm 4 core 81 Providing & Lowering in tube well ISI marked GI Pipe “B class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 82 50 mm dia 83 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6 84 100 mm dia 85 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 86 100 mm dia 87 150 mm dia 88 200 mm dia 89 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 90 80 mm dia 91 Providing , lowringlaying , aligninng, fixing in position at all level/ depthC.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end and socket end. 92 Upto 300mm 93 Providing, lowering, laying, aligning, fixing in positionand jointing at alllevel/depthsDIstandardspecialswithrubberring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material, labour, taxes, testingand commissioningalong with pipe line as per technicalspecificationsanddirectionofEngineer-in-charge (excluding earth work). 94 AII End Flanged 95 Upto 300mm 96 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 97 GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading of flow meter to LCC/MCC Centre 98 Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - 99 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. 100 j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 101 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M 102 50 KL, staging Height 15 m 103 75 KL, staging Height 15 m 104 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 105 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 106 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 107 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging 108 100 KL, staging Height 18 m 109 150 KL, staging Height 18 m 110 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging 111 100 KL, staging Height 20 m 112 250 KL, staging Height 22 m (1-Nos.) 113 Providing Household Tap Connectionas per technical specification and approveddrawingasperrelevantIScode(amendeduptodate)from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , notexceedingtheflowof7LPMat2barandacompressionelbow, mouldedinsinglepiece(Completejob)includingdiggingoutsuitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specificationforpotablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered) pipe PN16 SDR7.4 (IS:15801:2008)(ISI mark)and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premisesforfixinga tap/ meterbox (excluding),including accessories withflushing,cleaning,disinfectingandtestingofpipelinecomplete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note:Roadcutandrestorationisnotpartofthisitemandpaid separately. 114 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 115 Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification, approved make and direction of Engineer in charge. 116 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 117 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 118 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. 119 150 mm dia nominal bore. 120 Nominal bore 200 mm dia. - for 1 No. of Tube Wells for 1st 100 m 121 Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. For 20 m more additional depth (total depth 120m) 122 Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. For 20 m more additional depth (total depth 120m) 123 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 124 200mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 125 200 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) 126 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 127 150 mm dia 128 200 mm dia 129 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil. 130 Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All workto plinth level using crusher broken aggregate 131 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 132 M20 Grade nominal mix (with graded stone aggregate 20mmnominal size) 133 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. 134 M20 grade Nominal Mix / Design Mix 135 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 136 Columns, pillars, posts and struts etc. (Pillar above GL) 137 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 138 100 mm dia 139 150 mm dia 140 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 141 Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. 142 From0 m to 1.5 m BGL 143 Ordinary rock 144 From1.5 m to 6 m BGL 145 Hard rock (requiring blasting) usefulmaterial 30 % 146 From6 m to 7 m BGL 147 From6 m to 20 m BGL 148 Add extra over item No 1 for every additional; lift of 1.5 m or part thereof. 149 All Kind Of soilFrom1.5 m to 4.5 m BGL 150 In Ordinary RockFrom4.5 m to 6 m BGL 151 In hard rock 152 From6 m to 7.5 m BGL 153 From7.5 m to 9 m BGL 154 From9 m to 10.5 m BGL 155 From10.5 m to 12 m BGL 156 From12 m to 13.5 m BGL 157 From13.5 m to 15 m BGL 158 From15 m to 16.5 m BGL 159 From16.5 m to 18 m BGL 160 From18 m to 19.5 m BGL 161 From19.5 m to 20 m BGL 162 Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.(Respective applicable rates)From6 m to 18 m BGL 163 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to 4.7.2 164 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 165 Thermo-mechanically Treated bars (Conforming of relevent IS code) 166 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. 167 M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) 168 Structural steel work in single section fixed with connecting plate includingcutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height 169 Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming & watering including lead upto 50m. 170 Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. 171 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. Disposed earth to be leveled and neatly dressed:All kinds of soi 172 Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in 173 In cement mortar 1:4 (1 cement : 4 coarse sand) 174 Brick masonry in partition in super structure up to third storey 7 cm thick (brick on edge) using bricks of class designation 75 in 175 Cement mortar 1:3 (1 cement : 3 coarse sand) 176 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : 177 1:4 (1 cement : 4 fine/ coarse sand) 178 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishingand reinforcement: 179 M20 (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 180 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. 181 Wall (any thickness) including attached pilasters, buttresses, plinth and string course 182 Suspended floors, roofs, landings, balconies and access platform. 183 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete 184 Thermo-Mechanically Treated bars 185 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1 186 Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate ) rounding of adeges etc.. but excluding the cost of nosing of steps etc. complete 187 75mm thick with 20mm thick nominal size aggregate 188 P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required(without lamp) 189 Street Light Suitable for HPSV Lamps1 X 150 Watt 190 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked( IS:9537 P - II ) rigid steel conduit & its accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board& false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 191 Short point (up to 3 mtr.) 192 Medium point (up to 6 mtr.) 193 Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as perAnnexure A :- 194 25 mm thick. 195 Sheesham wood grade – I 196 Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved makein surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board ,6 Aswitch, 6 A socket, 3.0 mm thick ISI marked phenoliclaminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 197 Short point (up to 3 mtr.) 198 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 199 4.0 sq.mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
9.
Drinking Water Supply and Sanitation #9100901 Technical Bid
Tender For Rural Water Supply Scheme For Village Amjara, Panchayat Amjara Of Block-Dungarpur Dist Dungarpur Through Fhtc Under Jal Jeevan Mission., 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately 2 80 mm dia 3 100 mm dia 4 150 mm dia 5 200 mm dia 6 250 mm dia 7 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendeduptodate),with internalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 8 100 mm dia 9 150 mm dia 10 200 mm dia 11 250 mm dia 12 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.HDPE PE-100 PN-6 (Dia in mm) 13 75 mm dia 14 90 mm dia 15 110 mm dia 16 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE100 PN-6 (Dia in mm) 17 125 mm dia 18 140 mm dia 19 160 mm dia 20 180 mm dia 21 200 mm dia 22 225 mm dia 23 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safetyprovisions etc. 24 In all types of Soils 25 upto 1.5 m 26 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: 27 In Soft Rock 28 upto 1.5 m 29 In Hard Rock (Blasting Required) 30 upto 1.5 m 31 In Hard Rock (Blasting Prohibited) 32 upto 1.5 m 33 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 34 Bituminous courses 35 Granular courses 36 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasksas per technical specification and scope of work. 37 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification andscope of work. 38 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 39 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS- EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 40 80 mm dia 41 100 mm dia 42 125 mm dia 43 150 mm dia 44 200 mm dia 45 250 mm dia 46 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizes includingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 47 80 mm dia 48 100 mm dia 49 125 mm dia 50 150 mm dia 51 200 mm dia 52 250 mm dia 53 Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge. 54 100mm diameter 55 Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge 56 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 57 1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia valve 58 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 59 Class PN 1.6 60 50 mm 61 80 mm 62 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailedtechnical specifications, approved drawing and direction of Engineer in Charge.Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document. 63 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty.All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge.Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document. 64 Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank 65 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. 66 In flates, tees, angles & Channals 67 Providing and fixing 1.2 metres high GI 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 9 horizontal lines and 2 diagonals interwovenwith horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type A as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 69 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 70 2.2 KW 71 3.7 KW 72 5.5 KW 73 7.5 KW 74 9.3 KW 75 11.0 KW 76 15.0 KW 77 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 78 Up to 5.00 HP 79 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gaugeM.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 80 Above5 HPand upto 10 HP 81 Above 10 HP and up to 15 HP 82 Above 15 HP and up to 20 HP 83 Above 20 HP and up to 30 HP 84 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including makingconnection etc. 85 3 core 4.0 Sq.mm 86 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. asrequired of size. 87 10.0 Sq. mm 4 core 88 Providing & Lowering in tube well ISI marked GI Pipe “B class as per IS:1239 or amendedup to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete inall respect. 89 32 mm dia 90 50 mm dia 91 65 mm dia 92 80 mm dia 93 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside .Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling jointsand earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 94 Class PN 1.0 95 100 mm dia 96 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalentgrade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF- 8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside.Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.6 97 80 mm dia 98 100 mm dia 99 125 mm dia 100 150 mm dia 101 200 mm dia 102 250 mm dia 103 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 104 80 mm dia 105 100 mm dia 106 125 mm dia 107 150 mm dia 108 200 mm dia 109 Providing , lowringlaying , aligninng, fixing in position at all level/ depthC.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end and socket end. 110 Upto 300mm 111 GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading offlow meter to LCC/MCC Centre 112 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holdingthe riser pipe assembly of submersible pump set. 113 Construction and commissioning of RCC INTZE type Over Head Service Reservoir offollowing capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 114 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 115 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 116 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging 117 100 KL, staging Height 20 m 118 150 KL, staging Height 20 m 119 200 KL, staging Height 20 m 120 100 KL, staging Height 20 m 121 300 KL, staging Height 20 m 122 400 KL, staging Height 20 m 123 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging 124 100 KL, staging Height 18 m 125 150 KL, staging Height 18 m 126 200 KL, staging Height 18 m 127 250 KL, staging Height 18 m 128 300 KL, staging Height 18 m 129 400 KL, staging Height 18 m 130 Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - 131 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. 132 j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 133 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M 134 50 KL, staging Height 15 m 135 75 KL, staging Height 15 m 136 Providing Household Tap Connectionas per technical specification and approveddrawing asperrelevantIScode(amendeduptodate)from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceedingtheflowof7LPMat2barandacompressionelbow, mouldedinsingle piece(Completejob)includingdiggingoutsuitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specificationfor potablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered) pipe PN16 SDR7.4 (IS:15801:2008)(ISI mark)and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premisesforfixinga tap/ meterbox (excluding),including accessories withflushing,cleaning, disinfectingandtestingofpipelinecomplete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note:Roadcutandrestorationisnotpartofthis itemandpaid separately. 137 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 138 Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification,approved make and direction of Engineer in charge. 139 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 140 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 141 M20 grade Nominal Mix 142 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 143 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil asdirected with in lead of 50 mtr. All kinds of soil. 144 Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All workto plinth level usingcrusher broken aggregate 145 M10 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) 146 M15 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) 147 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases ofcolumns etc. 148 P & F on wall face A.C. pipes (IS : 1626 part-I mark) of approved make with wooden plugs and M.S. clamps, jointing with spun yarn soaked in bitumen and C.M. 1:2 complete includingmaking good the wall.: 100mm dia. 149 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 150 100 mm dia 151 150 mm dia 152 200 mm dia 153 250 mm dia 154 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 155 Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. 156 From0 m to 1.5 m BGL 157 Ordinary rock 158 From1.5 m to 6 m BGL 159 Hard rock (requiring blasting) usefulmaterial 30 % 160 From6 m to 7 m BGL 161 From7 m to 20 m BGL 162 Add extra over item No 1 for every additional; lift of 1.5 m or part thereof. 163 All Kind Of soil 164 In Ordinary Rock 165 In hard rock 166 From4.5 m to 6.0 m BGL 167 From6.0 m to 7.5 m BGL 168 From7.5 m to 9.0 m BGL 169 From9.0 m to 10.50 m BGL 170 From10.50 m to 12.0 m BGL 171 From12.0 m to 13.50 m BGL 172 From13.50 m to 15.0 m BGL 173 From15.0 m to 16.50 m BGL 174 From16.50 m to 18.0 m BGL 175 From18.0 m to 20 m BGL 176 Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.(Respective applicable rates)From6 m to 18 m BGL 177 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to4.7.2 178 Addextra for shuttering in circular work in plan upto dia 10m on item no. 4.7.1 179 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floorthree level. 180 Thermo-mechanically Treated bars (Conforming of relevent IS code) 181 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost ofcentering, shuttering and reinforcement. 182 Walls (any thickness) including attached pilasters buttresses, plinth and string courses filletscolumns pillars pears abutments posts struts etc. 183 M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) 184 Structural steel work in single section fixed with connecting plate includingcutting hoistingfixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height 185 Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming &watering including lead upto 50m. 186 Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewateringarrangement. 187 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.300 mm Dia 8 mm thick casing pipe with protective coating. 188 AIR PILLAR 189 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 190 upto 1.5 mtrs 191 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 192 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix / Design MixProviding M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix. 193 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 194 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases ofcolumns etc. 195 Footing PCC 196 Base Slab 197 Pillar below GL 198 Total 199 Columns, pillars, posts and struts etc. (Pillar above GL) 200 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 201 River/Canal Crossing Estimate 202 Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50m and with all liftdisposed earth to be levelled and neatly dressed: 203 Pumping out water caused by springs, tidal or river seepage, broken water mains or drainsand the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete. 204 5 - 9 HP 205 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 206 M10 grade Nominal Mix (with graded stone aggregate 20mm nominal size). 207 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost ofcentering, shuttering and reinforcement. M25 208 Footing 209 Column upto GL 210 Column above GL 211 Subtotal 212 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 213 Centering and Shuttering with plywood or steel sheets including strutting, propping bracingboth ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level. 214 Footing 215 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for : 216 Column 217 Columns, pillars, posts and struts etc. 218 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 219 Thermo-mechanically Treated bars (Conforming of relevent IS code) 220 Provision for construction of switch room of size (4m x 3 m) 221 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 222 Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30cm thick wall in 223 In cement mortar 1:6 (1 cement : 6 coarse sand) 224 Honey comb brick work 23 cm thick with bricks of class designation 75 up to third storey in : 225 Cement mortar 1:4 (1 cement : 4 coarse sand) 226 Deduction of Door 227 Deduction of Window 228 Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc.complete fine finish : (12mm thick) 229 1:4 (1 cement :4 fine/ coarse sand) 230 Deduction of Door 231 Deduction of Window 232 Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate ) 233 75mm thick with 20mm thick nominal size aggregate 234 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishingand reinforcement: 235 M20 grade Design mix (with weight batching plant only) 236 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strapbeams, bases of columns , etc. up to plinth level. 237 Wall (any thickness) including attached pilasters, buttresses, plinth and string course 238 Suspended floors, roofs, landings, balconies and access platform. 239 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing inposition and binding all complete 240 Thermo-Mechanically Treated bars 241 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment,M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1 242 P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc.as required(without lamp) 243 Street Light Suitable for HPSV Lamps1 X 150 Watt 244 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked( IS:9537 P - II ) rigid steel conduit & its accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board& false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 245 Short point (up to 3 mtr.) 246 Medium point (up to 6 mtr.) 247 Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as perAnnexure A :- 248 25 mm thick. 249 Sheesham wood grade – I 250 Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.) , round tiles,18 SWGG.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 251 Short point (up to 3 mtr.) 252 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 253 2 x 1.5 sq.mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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10.
Defence #8584575 AOC
Tender For Provision Of Roof Top Solar System At Nsry, Naval Base Karwar; 1 Design, Supply, installation, testing and commissioning of grid connected roof top solar generation system of capacity 500 KWp AC capacity with connected accessories all as specified and directed as per PS clause incuding specification as follows:- 2 (A) Supply, Installation, testing and commissioning of 500 KWp SPV system comprising of 540/545/535 Wp solar photo voltic modules/array of high efficiency made of mono crystalline silicon solar PV cells with supply and fix of terminal box on the module havingprovision for opening & replacing the cable etc.The general features of PV modules shall be as given below :- a) The module shall be made up mono crystalline silicon cells. b) The interconnected cells shall be laminatedin vacuum to withstand adverse environmental conditions. 3 c) The module frame is made of corrosion resistant materials, preferably having aluminium anodized finish. d) The minimum clearance between the lower edge of the modules & the developed ground level shall be 300 mm. e) Surge arresting devices to be provided at junction box and module shall be provided with bypass diode. f) The SPV module must be IEC 61215, IEC 61730 part I & part II, IEC 61701 certified from any of the accredited certifying agencies. g) Each solar PV module must be atleast five years warranted by manufacturer. Note :- (i) Makes of panel provided shall be as per MNRE specification/ standard and registered in ALMM. (ii) 0.25% spare qty of modules of total installed modules shall be provided by the contractor for repair / replacement purpose. (iii) Addln module shall be provided / installed by the contractor to meet specified power output incase if the same not achived during testing and commissioning without any extra cost. 4 (iv) Each PV module used in any solar power project must use a RF identification tag. The following information must be mentioned in the RFID used on each module:-(a) Name of the manufacturer of PV Module(b) Name of the Manufacturer of Solar cells(c) Month and year of the manufacture for solar cells and the module(d) Country of origin (make in INDIA only)(e) I-Vcurve for the module(f) Wattage, Im, Vm and FF for the module(g) Unique Serial No and Model No of the module(h) Date and year of obtaining IEC PV module qualification certificate(j) Name of the test lab issuing EC certificate(k) Other relevant information on traceability of solar cells & module. 5 (B) Module Mounting Structure (MMS) 6 Supply & fixing of the anti-corrosive factory made Aluminium Rail fixed over HDGI (Hot dip galvanised Iron) structure on the RCC Roof for fixing of PV modules by fixing of suitable size fastner, spring washer, stainless steel nuts & bolt. The minimum thickness of Aluminium & mounting stainless steel structure shall be as per IS 4759 & IS 2061-1992 respectively withstand the minimum wind load of 180 Km/hr. as per IS 875. The array structure shall be fixed properly using maintenance free earthing kit. 7 Note:- (i) The design of module mounting structure complying load withstand as per relevant IS alongwith fixing arrangement on roof shall be submittedby the contractor. (ii) The material shall be corrosion resistant and electrolyticaly compatible with material used in module frame. (iii)The fasteners should be of HDGI and should allow easy replacement of any module.(iv) The minimum clearance of the structure from the roof level should be 300 mm.(v) The tenderer shall not make any damages to roof/water proofing treatment while fixing solar module or mounting structure, if any damege occured shall be rectified to the satisfaction of GE without any extra cost to the Govt. 8 (C) Solar DC Cables:- 9 (i) Supply & laying of cable from solar module to inverter, 1 C X 4 Sq. mm Solar cable XLPO- Flexible tinned copper stranded class -5 conductors as per IEC-60228, Insulation– Cross linked Polyolefin, Outer sheath – Halogen free Polyolefin Black Colour as per site requirment as ISI marked in through PVC rigid conduit pipe by saddling as per direction of IEC. (For Solar Array DC supply connection). 10 (D) DC Combine box 11 A DC combine box inbuilt in the inverter shall be used to combine the DC cables of the solar module array with DC fuse protection for the outgoing DC cables to the DC distribution box. 12 (E) Array junction boxes 13 The number of junction boxes as per design given by OEM are to be provided in the PV array for termination of connecting cables. All wire/cables must be terminated through cable lugs. Copper busbar/terminated blocks housed in the junction box conforming to IP 65 degree of protection with EPDM rubber gasket to prevent water entry. Junction boxes shall be mounted on the MMS such that they are easily accessible and protected from direct sunlight & harsh weather. 14 (F) On Grid Power Conditioning unit ( Inverter) 15 Supply & installation of 415V 3-ph, 50 Hz, microprocessor DSP type grid connected Inverters which converts DC energy produce by the solar array to AC energy such that it synchronizes with the existing AC power source on site. Provisioning of power manager to get all parameter details. The Inverter shall have inbuilt MPPT (Maximum Power Point Tracker) feature so as to extract maximum power from PV modules & the MPPT units environmental testing should qualify IEC 60068-2 (1,2,14,30)/ Equivalent BIS standard. (The voltage variation of +/- 10% & frequency vatiation +/-3 Hz) Note :-(i) No of inverters shall be provisioned as per design given by OEM. (ii) Inverter should have internal protection arrangements against any sustainable fault in feeder line and against the lightning on feeder.(iii) Should have isolating transformer(iv) Inverter efficiency >97% (without inbuilt galvanic isolation) and >93% (with inbuilt galvanic isolation). (v) No load losses shall be less than 1% of rated power.(vi) The above quoted rate is inclusive of MS structure stand duly fixed on roof for placing inverter. 16 (G) Solar meter & Net meter 17 (i) Solar Generation Meter -01No (ii) 3 Phase Bi-Direction Meter-01 No at the main HT 110/11 KV takeover pointas per DISCOM requirement to be provided. (iii) The SPV plant to be connected with Grid supply where Captive both DG set also been placed. Therefore a provision of the reverse power relay shall be provided in the DG set incomer panel to both DG Set circuit. 18 (H) AC Distribution Board 19 (i) Supply & installation of 415V 3-ph 50Hz AC distribution board control AC power from PCU/ Inverter & provided by necessary surge arrestors system and solar energy meter (KWH) with IP65 protection and suitable capacity of MCCBs (One number incoming and One number outgoing). Note: ACDB shall be covered as per OEM design in such a way that structure must sustain 180 km/hr wind speed. The cost of provn for same is inclusive in quoted rate. 20 (J) AC Cables 21 (i)CABLE FROM INVERTER TO ACDB -4 C x 60 Sq. mm, Al Conductor, XLPE Insulated, Unarmouredas per site requirment fixed on wall with saddle (For AC power supply from Inverter to AC distribution board Panel). 22 (K) Protection 23 (i) The system shall be provided with all necessary protection like earthing, lightening & surge protection as per relevant standard. (ii) Protection relay for reverse supplyto 2.5 MW DG Set to be provided - 02 Nos 24 (L) Performance testing 25 Ratio between the theoretical energy outputs of the SPV plant is termed as performance ratio and is measured in accordance with IEC 61724. Based on prevailing climatic and temperature conditions in India, a performance ratio of 75% is expected for crystalline modules. 26 (M) Other Misc items 27 (i) Web Monitoring portal software -01 No. (ii) The report of genereted unit of solar power on monthly basis is to be submitted to the department. 28 (N) Earthing System 29 (i) Earthing system for Structure, DCDB, INVERTER, ACDB- 1C X 16sqmm, Copper Cable and1C X 35sqmm, Copper Cable as per site requirment and as per MNRE specifications to be provided. (ii) Earthing Pit- Earthing Chemical Kit - 2Mtr GI Rod + 20 Kg bag - 02 Nos. 30 (O) Lightening protection 31 Conventional Type lightning arrester- 25 Mtrs - 02 Nos, including 1C X 70 sqmm, Copper Conductor Unarmoured and 25X5 mm GI earth strip - LA earthing as per site requirment and as per MNRE specifications to be provided. 32 (P) Installation, Testing & Commissioning 33 As per safety norms of SERC/CEA to be provided. Satisfactorily testing and commissioning of the system is to be done by the contractor in presence of the rep of accepting officer and the report of the complete system is submitted to department. 34 (Q) O&M and Warranty 35 5 years from the date of commissioning to be provided. Warranty for 05 years means the entire system of roof top solar plant should work in healthy condition during this period. All the parts, which warrant repair/replacement in the opinion of the GE or as per site requirement shall be repaired or replaced accordingly. The: parts which will be replaced curing currency of warranty period shall be of the make/specifications provided originally by OEM. It is specifically brought out that the quoted rates deemed to be included repair/replacemer of each and every part of the Plant installed uncer the Schedule A during warranty period. 36 (R) Walkway/Water Piping/Hand Rail as per the site. 37 Note: The quoted rate deemed inclusive of the following:- 38 (i) Transportation charges with Transportation Insurance for the all material of on grid solar roof top system including loading & unloading at site from workshop. 39 (ii) Insurance for the complete system for the 5 Years. 40 (iii) Necessary Approval/NOC to be obtained from KPTCL. 41 (iv) Installation of Net metering and liasionwith KPTCL for pre commissioning testing to be done. 42 (v) As per performance obligation, the contractor shall maintain minimum capacity utilization factor (CUF) of 19%. The report shall be submitted by the contractor to accepting officer as per guidelines promulgated by SECI. (vi) Arrangement for installation of solar roof top system on roof of all blags (MEWR P-03, FAB P-04, DSS-06, SIMA AC Plant shall be made by contractor without any extra cost. 43 (a)The contractor shall be fully responsible for the upkeep, maintenance, and performance of the entire solar installation for a period of 05 (five) years from the certified date of completion of work. A sum equal to 1% (one percent) of the contract amount shall be retained from the Running Account (RAR)/Final Bill towards performance guarantee of the solar system. This amount shall be released only after the satisfactory completion of the five-year warrantee period. In lieu of the above retention, the Garrison Engineer (GE) may accept a Bank Guarantee Bond (BGB) from any Scheduled Bank or a Fixed Deposit Receipt (FDR) pledged in favour of the GE from any Nationalised Bank, valid for 05 years, covering the equivalent amount. In such a case, no deduction will be made from the RAR/Final Bill on this account. 44 (b) The contractor shall also submit a warrantee from the OEM/manufacturer or authorized system integrator on a non-judicial stamp paper, covering the solar panels, inverters, mounting structures, and associated components for a period of 05 (five) years from the certified date of completion. The warantee shall state that the system will remain free from defects, performance failure, corrosion, or degradation during this period. Submission of this OEM/system integrator warantee shall be mandatory prior to release of final payment. This shall, however, not relieve the contractor of his contractual responsibilities. The contractor shall remain liable to repair, replace, or rectify any failure or defect noticed during the five-year period at no additional cost to the Government 45 M&L for Cleaning of Grid connected type solar power plant of capacity 500 KWp and Panels made with mono crystalline PV Module and mounted on AL Structure complete installed against item no -01 herein before on roof top of Bldgs (MEWR BLDG P-03, FAB Bldg P-04, DSS 06, SIMA AC Plant) (comprising of all devices and accessories through out 12 months (twice in a month) for a period of 05 years after completion of work complete all as specified and directed. 46 M&L for Electrical Non comphrehensive maintenance of Grid connected type solar power plant of capacity of 500 KWp and Panels made with mono crystalline PV Modules and mounted on Aluminium Structure complete installed against item no -1 herein before on rooftop of Bldgs NRY ((MEWR BLDG P-03, FAB Bldg P-04, DSS 06, SIMA AC Plant)) comprising of all devices and accessories through out 12 months (Once in a month) for a period of 05 years after completion of work complete all as specified and directed.Note:- Any defective spare parts shall be replaced by the contractor without any additional cost during the waranty period of 5 years. 47 Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 300 sq mm 3.5 core. 48 Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for laying/taking out cable and getting outin soft/loose soil all as specified and as directed. 49 Returning,filling in including spreading,levelling, watering and well rammingin layer not exceeding 25 cm in soft/loose soil all as specified and as directed. 50 Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point all as specified and as directed. 51 Supply and laying of flexible DWC pipe of nominal diameter 100 mm under the ground and drawing the XLPE cable through the DWC pipe complete all as specified and as directed. 52 Supply, installation, testing and commissioning ofLT panel Outdoor type made out of 3.15mm thick CRCA sheet and mounted on PCC foundation weather/dust proof, factory made, IP-54 with Doble door openable shutters on both sides front and rear having locking arrangements, totally enclosed weather proof, powder coated over a coat of primer suitable for 440V, 3 Phase, 4 wire 50 C/s, aluminium bus bar of suitable size and capacity, AC supply, electrically connected as per norms and fitted including connecting up all out going MCCB/MCBs with suitable size of Aluminium bus bar or with stranded copper cable and fixing on suitable U shaped PCC platform comprising of the following accessories complete allas specified and directed by Engr in charge :Note: (a)The LT panel should be procured through CPRI approved manufacturer(b) The proper gland pacing for the cable entries to be provided.(c) The design of the LT panel to be taken prior approval from GE before procurement 53 (i) Aluminium bus bar with proper colour code -04 Nos. 1000 Amp Cap duly fixed on suitable size insulator, nuts bolts etc complete as per OEM recommendations.(ii) Indicator Lamp-01 Set (Set of three)(iii) Incomer MCCB, 415 Volt, 4 pole, 800 Amps, 50 KA rupturing capacity, Ics=100% Icu, thermal Magnetic release, with adjustable setting 80% to 100%- 02 No 54 Outgoing :- (i )MCCB, 415 Volt, 4 pole, 800 Amps, 50 KA rupturing capacity, Ics=100% Icu, thermal Magnetic release, with adjustable setting 80% to 100%- 01 No.(ii) Digital Voltmeter 0-500 Voltand Digital Ampmeter0-800 Amp with selector switches (iii) Complete wiring with suitable size copper cable, thimble etc. (iv) All outgoing MCCB Shall be connected through spreader and copper busbar not less than 10 mm thick strip. (iv) Platform for the feeder pillar board with PCC 1:2:4 15 Cm thick in foundation, Brick (Sub Class B)work inCM 1:6 ,rendering 1:6 on exposed surfaces and 100 mm thick PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in padding on top and grouting legs of panel . The platform shall be of 450 mm height above ground level . 55 M&L for Earthing complete with Copper earth plate electrode 60cmx60cmx3.15mm thick buried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) with top edge of plate not less than 1.5 meters below normal ground level, connecting to the Copper Strip of size 20x3mm size, by means of bolts, nuts, check buts and washers as earth lead protected by provision of GI medium grade pipe 40mm bore including provision 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 40mmx40mmx6mm with6mm dia MS bar handle made to shape, GI light grade 20mm bore pipe for watering of suitable lengthplaced on top edge of earth plate, common salt and charcoal filling, 15 CM alternate layer of charcoal and salt around all sides of earth platewith fixing arrangements, funnel, wire mesh and earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 metre complete all as per plate No 03 of SSR-2009 Part-I and connecting to earth test point all as specified or indicated including testing on completion. 56 Testing & Commissioing of Bi- Directional meter on 110/11 KV Main HTtaken points at Arga 110/11 KV Substation of Naval Base Karwar including taking permission from KPTCL/HESCOM for feasibility of 500 kwp roof to solar system complete all as specified and as directed.
Contract Date: Jan 12, 2026 Contract Value : ₹ 3.94 Crore
Statutory Bodies & Commissions/Committees No of Bidders 10
Karnataka View Result →
11.
Defence #8268559 AOC
Tender For Provision Of Roof Top Solar Plants 125 Kw At Certain Buildings At Mil Station Gaya; 1 Design, procure, erection, installation, testing and commissioning including connecting to local utility grid; Roof top On-grid Solar Photovoltaic Plant of 50kWp capacity including Solar Photovoltaic Modules, DC Cabling, Module Mounting Structures, Array Combining Boxes, Lightning Protection of SPV modules and other accessories, Central Inverter as Power Conditioning Unit, Weather Station and Data Monitoring System all as per detailed specifications given in Particular Specification, latest MNRE/IREDA guidelines and directions, meeting the Domestic Content Requirement (DCR), consisting of all requisite accessories (BOS-Balance of System) and incuding the following main componenets:-Make In India: Solar Panel & Solar Cell: Monocrystalline PV Modules & PV Cells : TATA / BHEL / HMV / Waaree Energies Ltd / Vikram / Adani / Emmvee / Premier Energies Solar Invertor/ Power Conditioning Unit (PCU) : DELTA / SUNGROW / GROWATT / POLYCAB / HAVELLS / FIMER.Note: 50 KWp (i.e. 50 KW AC out put) (02 Nos) solar roof top plant will be installed at Demo Coy and DSC Bldg including annualmaintenance cost 2 years till completion of defect liability period. The completion of work (Phase-I ) after installation ,testing and and commissioning of plant.During defect liability period, contractor will carry out following activity:-The scope include:(i). Cleaning once in a month. (ii). CompetentpersonsthroughAuthorizedServicecentrewillalwaysbe deputed to respond the calls who are aware of safety and statutory norms.(iii). For monthlycleaningand preventivemaintenanceactivity - team of one expert Engineer &two semi-skilled technicians will be deputed and they will submit monthly report. (iv).sensors & Data Logger once in 2 month:- (a) Sensor healthiness.(b). Optical Fibre Communication loop healthiness(c). Data logging accuracy(d). Frequency- Monthly (v). Reliability Centred Maintenance once in a month:- (a).Preventivemaintenance ofthecompleteplant-Stringhealthiness, presenceof burnmarksorlocalhotspots,Inverterchecking, checkingof healthiness of power distribution panels etc. (b). Integrity improvement (proper identification of strings and all cables)(c). Frequency-Monthlyvi. Breakdown Calls:- (a).Toberespondedwithintwohrsandresolutionwithin24to48hrsfor minor issues like string problem etc. on a working day.(b). Call log notification time will start from the time a mail has been triggered by the Solar Log system or Customer reports any abnormality(c). Visits of any OEM Engineer will be organized vendor/contractor wherever specialized input is required for addressing the breakdowns at site without any extra cost after completion of 2 years of Defect Liability Period,contractor will provide additional maintenance of the Solar Plant for further 3 years as per scope of maintenance referred above (i.e. total maintenance period 2+3 years).Note:- (Inverter capacity 25/ 50KW as applicable with 05 years warranty) 2 Sl Item 1 Contd….(A) Mono Crystaline Silicon Solar Photovolaic Modules of500 Wp or more (module power and number of modules to be selected according to available roof top area & adequate walkway), having cell efficiency more than18% under standard conditions, form fill factor more than 0.76, plant performance ratio > 75%, made of high transmitivity glass front surface and it shall give high encapsulation gain (transmittance above 90% and bending less than 0.3%). The modules shall have the folling features :-(a)The electrical parameters of SPV modules under standard test condition of irradiance 1000 W/sqm, AM 1.5 Spectrum and temp 25 degree Celsius shall be as under:-(i) Max Peak Power Pmax : 500 Wp or more(ii)Voltage at Max Power : > 39 V(iii) Current at Pmax : > 9 A(iv) Short Circuit Current : > 10 A(v)Open Circuit Voltage : > 47 V(vi) Module Efficiency : > 19 %(b) Rated output of the modules shall have positive tolerance of 3-5% and no negative tolerance is allowed.(c) It shall perform satisfactorily in RH 85% with temperature up to +85 degree C and should withstand wind of 200 kmph on the surface of panel.(d) PV modules shall be warrented for their output peak watt capacity, and it shall not fall of its initial value below 90% in first 10 year end and 80% after the end of 25 years. 3 Sl Item 1 Contd….(e) Each module shall have RFID tag encapsulated with solar cell bearing following details :- (i)Name of Manufacturer of SPV Module(ii) Name of Manufacturer of Solar Cell(iii)Month and year of Manufacturing (seperately for cell and module)(iv) Country of Origin (both cell and module)(v)Peak wattage, Im, Vm and fill factor of the module(vi) Date of year of obtaining IEC PV module qualification certificate including the test lab issuing IEC certificate.(vii)Unique serial no and model no of module(viii)IV curve of module(f)The temperature coefficient of power for the module shall not be more than 0.50% per degree Celcius.(g) Every module must have bypass diode of suitable capacity.(h) PV module must confirm to latest edition of IEC 61215/ IS 14286. In addition the modules must confirm to IEC 61730 Part I and II for construction and testing & safety qualifications and confirming to IEC 62804 PID.(j) It shall also be in confirmity to latest minimum technical specification issued by MNRE & IREDA from time to time. Modulesshould be of MNRE & IREDA approved companies and as per latest IEC/IS standards.(k)Provision of earthingand earth strip / cable etc for earth of solar PV module/ array etc as per latest IS/MNRE & IREDA norms to be provided and cost of the same is deemed to be included in the item and no extra amount will be paid to the contractor on this account. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474). 4 Sl Item 1 Contd….(l)RFID reader is to be provided by contractor(m)Both PV cells and SPV modules shall be make in India. 5 (B)Junction Boxes : Supply and fix junction boxes of suitable Nos (as per design)/ OEM recommendations inputs and suitably rated output having separate DC fuses for both (+) & (-) on input and isolator on output terminal for each string. Each junction box must have a spare input terminal. The junction boxes shall be dust and vermin proof and water proof made of FRP/ Thermo Plast with IP 65 protection in compliance with IEC 62208 and shall be UV resistant, fire retardant. It shall have surge protection and maintenance free earthing as per relecant standard. The junction box shall have suitable arrangement of the following :-(a)The strings are required to be connected to the copper bus bar through individual fuses.(b) Provide arrangement for disconnection (DC dis-connection switch) for each SJB/ SCB.(c)Provide a test point for each sub group for quick fault location and to provide group array isolation.(d)Each array box shall be of relevant IEC standard.(e) Each array junction box shall have suitable bypass & reverse blocking diodes for maximum DC blocking voltage of 1000V with suitable arrangement of its connection. Reverse blocking and bypass diodes shall work for extreme temperaturesand shall have efficiency of 99.98% confirmed by appropriate IEC standard.Make : As per OEM 6 Sl Item 1 Contd…(C)DC Cables : Suitable size of XLPE insulated tinned Copper cable (min 6 sqmm of size) of Solar grade, 1100 Volts and UV resistant for outdoor installations confirming to IEC : 60227/15694 & 60502/ IS : 1554 (Pt I&II) and shall be as under :-(a) All cables and connectors for use of installation shall be of Solar grade which can withstand harsh enviromnetal conditions including high temperature, UV radiations, rain, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/ IS.(b) All the cables / wires shall be provided with UV resistant printed ferrules for DC side.(c) The size of the cable shall be such that avearage voltage drop at full power from PV module to inverter shall be less than 1.5%.(d)Cable batch No, drum No, IS code and size and make shall be metioned on every one meter or as per OEM practice.(e) The wiring of the module interconnection shall be in UPVC/HDPE pipe of suitable size. (f) The cost of interconnecting DC Copper cable, MS cable trays, and earth work for trenches/ MS cable trays suitable to accommodate Solar grade cables from SPV module upto inverters are included in the item. 7 Sl Item 1 Contd….(D)Module Mounting Structure (MMS) : Design, procure, fixing, support structure made of hot dipped galvanised with min 85 micron thickness including necessary PCC foundation and associated work (cutting, grouting, PCC filling, dispoing waste material, etc., complete) and fixing mounting arrangement suitable for SPV modules so as it can withstand wind speed of 200 km per hour. The mounting structure is to be installed at RCC Roofs and the array structure has to be so designed that maximum load is directly on roof beams and columns. It shall also occupy minimum space without sacrificing the output of SPV panels & adequate space between the arrays shall be available for easy cleaning and maintenance. Nuts, bolts, mounting structure including module mounting structure shall have to be adequately protected from the atmosphere and weather prevailing in the area. All the fastners shall be of Stainless Steel of grade SS316. Notes : (a) Two numbers of anti theft fastners of Stainless Steel on two diagonally opposite corners of each module shall be provided. (b) The modue mounting structure shall be of fixed to provide maximum generation. (c) MMS design shall be supported with Stadpro Report vetted by Third Party (Gov Institute) and submitted for the approval of the Acepting Officer. (d) The height of Roof top MMS shall be as per latest MNRE & IREDA guidelines. 8 Sl Item 1 Contd….(E) Lightning Protection for PV Array : Design, procure and fix lighting arrestor system cofirming to IS/ IEC-62305 (Part 1 - 4) on the roofs. The air terminalshall be fixed at the top of GI elevation pole with base so as to be at least two meter above the structure to be protected. Its height above roof level shall be depend upon the level of protection and protection radii required. Notes : (a) The cost of all equipments, Copper strip upto earth test point, etc., shall be deemed to be included in this item. (b)The cost ofearthing for lightning protection (F) Power Conditioning Unit : Procure, fixing, testing and commissioning of 50 KW AC (nominal power), Solar power inverter suitable to convert DC power of Solar PV module/ array to AC for further feeding to grid confirming to IEC : 61683 for efficiency, IEC : 62109-1 or equivalent for safety and IEC : 62093 for reliability. The input DC & output AC technical specification of Inverter are as under :-.Input (DC)(a)Max Absolute DC input Voltage : 1000 Vb)Start-up DC input voltage : 360 - 500 V (Default 420V)c)Operating input DC voltage range : 300 - 950 V(d)No of independent MPPT : One(e)MPPT input DC voltage range at Pacr :480 - 800 V DC(f) Max input DC Current : 110 A(g)Maximum input short circuit current : 160 A(h)No of Protected DC inputs : 8-20 9 Sl Item 1 Contd….(G)Output AC(a)AC grid connection type :3Phase (4W + PE)(b)Nominal Power at unity PF : 50 kW(c)Max AC output power : 50 KW(d)Max AC output Apperant power : 50 KVA(e)Max AC output Current : 70 A(f) Max AC fault current : 1.25 to 2.5 times of rated current(g)Nominal Output Voltage : 415 V(h)Output voltage range : 415 V ± 20%(j) Output Frequency : 50 Hz± 3Hz(k)Power factor : > 0.995(l) Harmonic Distortion Current : < 3%(m) Efficiency : > 98%(n)Standby operation consumption : < 1.5 W 10 (p)Operating temperature upto 85 degree centigrade(q)The inverter shall have minimum IP-67 protection, ground fault monitoring, grid monitoring, protection for anti-islanding, DC reverse polarity, AC and DC short circuit current and over current, AC and DC over voltage and over temperature. (r) The inverter shall adjust voltage and frequency levels to suit the grid.(s)The inverter shall be self commulated with Pulse Width Modulation (PWM) technology and shall be capable of synchronise maximum with in one min.(t) Maximum Power Point Tracker (MPPT) confirming to IEC 62093 shall be integrated in the inverter to maximise the energy drawn from the PV array(u)Monolithic design of inverter is not permitted.(v)The inverter shall have suitble nos of protected inputs (asper design) and outgoing shall be protected by ACB/MCCB. 11 Sl Item 1 Contd….(x)The inverter should have MODBUS, PROFIBUS, ETHERNET common ports.(y) The inverter shall include appropriate self protection and self diagnostic feature to protect itself and the PV array from the damage in the event of inverter componant failure or from parameters beyond the inverters safe operating due to internal and/ or external causes. Inverter shall have protection arrangement against ground leakage faults, over voltage, (SPD) & over current. Inverter shall have arrangement for adjustment for adjusting DC input current and shall trip against sustainable fault down stream and shall not restart till fault is rectified.(z)The inverter should have provisions of Galvanic isolation, anti-islanding protection (IEEE 1547/UL 1741) equivant IS and lightening.(aa) PCU must have the feature to work in tandem with other similar PCUs and be able to be successively switched ON and OFF automatically based on solar radiation variations during the day. 12 Sl Item 1 Contd…. (H) Balance of System (BOS) Items/ Components :- The BOS items/components of the SPV power plants/ systems deployed under this project shall conform to the latest edition with certificate of IEC or equivalent BIS Standards/ MNRE specifications/ as specified in Para 1.01 of Minimal Technical Requirements/ Standards for SPV System/ Plants to be deployed during this financial year under the programmes of MNRE available on MNRE website as on last date of quoting of tender.Notes : (a)The contractor must visit the site before quoting the rates for this item to asses the site condition so as to decide up on location and layout of SPV, placement of inverter, length of DC cables, lightning arresters, etc., complete.(b) The contractor shall submit complete scheme including electrical diagram of the work, schematic diagram, SPV module layout, placement of LAs, Civil work,etc., complete as per IREDA latest guidelines as applicable, Relevant IEC/IS norms to the GE for approval with in one month of date of commencement of the work. 13 Sl Item 1 Contd…. (c) The rate quoted is deemed to be inclusive of the all protection system including surge, lightning arresters and necessary earthing all as specified and directedd) Quoted rates inclusive of necessary faciility for monitoring of solar power generation through app along with necessary sim card and recharge for 2 years(e)Training : On successful commissioning of the plant, training shall be provided on plant operation and maintenance to a team (Engineers and technicians/ operators) as nominated by department for minimum one month. 14 (J) Operation and Maintenance for preventive maintenanceof 50 kwp x 2 plants (Demo ii coy & 5 DSC pln) Roof top solar plant for a period Year of 3 years after 2 year Defect liability periodfrom project completion date:The scope include:i. Cleaning once in a month. (ii). CompetentpersonsthroughAuthorizedServicecentrewillalwaysbe deputed to respond the calls who are aware of safety and statutory norms.(iii). For monthlycleaningand preventivemaintenanceactivity (one expert engineer and two semi-skilled technicians will be deputed and they will submit monthly report.(iv). sensors & Data Logger once in 2 month a.Sensor healthinessb. Optical Fibre Communication loop healthinessc. Data logging accuracyd. Frequency- Monthlyv. Reliability Centred Maintenance once in a montha.Preventivemaintenance ofthecompleteplant-Stringhealthiness, presenceof burnmarksorlocalhotspots,Inverterchecking, checkingof healthiness of power distribution panels etc.b. Integrity improvement (proper identification of strings and all cables)c. Frequency-Monthlyvi. Breakdown Callsa.Toberespondedwithintwohrsandresolutionwithin24to48hrsfor minor issues like string problem etc. on a working day.b. Call log notification time will start from the time a mail has been triggered by the Solar Log system or Customer reports any abnormality c. Visits of any OEM Engineer will be organized vendor/contractor wherever specialized input is required for addressing the breakdowns at site (without any extra cost).vii. Rate to be included for( 02+03) years Operation andMaintenance.viii.Retain 5% of amount quoted against this item till Total 02+03=05 yearsafter completion of date .However this amount could be released after submission of FDR/BGB in favour of concerned GE.Note:- For items : Solar cell and Solar Panel shall be Make In India.- The output specified will be AC output of Solar Power Plant.-The system/ RMU/ Busbar will be compatible with infrastructure of State Electricity Board.-MNRE/NSRE approved vendor will vet the design, supervise execution and will commission Solar Plant Work and will also certify the design output (agreement between authorised vendor and contractor to be submitted).-Necessary compatibility certificate of healthiness of Solar Power Plant infrastructure with State Electricity Board infrastracture shall be submitted by representative of State Electricity Board through the contractors.- During defect liability period one expert engineer and two semi skilled techicians will also monthly visit to provide service and shall submit monthly report to Engineer-in-charge.- The Contractor isrequiredto quotedthierRatefor Operation and Maintenance of Total 02+03=05 years andNo extraamount shall be paid on this acount. 15 Design, procure, erection, installation, testing and commissioning including connecting to local utility grid; Roof top on car parking structure, On-grid Solar Photovoltaic Plant of 25 kWp capacity including Solar Photovoltaic Modules, DC Cabling, Module Mounting Structure, Array Combining Boxes, Lightning Protection of SPV modules and other accessories, Central Inverter as Power Conditioning Unit, Weather Station and Data Monitoring System all as per detailed specifications given in Particular Specification, latest MNRE/IREDA guidelines and directions, meeting the Domestic Content Requirement (DCR), consisting of all requisite accessories (BOS-Balance of System) and incuding the following main componenets:-Make : (MAKE IN INDIA)Monocrystalline PV Modules & PV Cells : TATA / BHEL / HMV / Waaree Energies Ltd / Vikram / Adani / Emmvee / Premier EnergiesSolar Invertor/ Power Conditioning Unit (PCU) : DELTA / SUNGROW / GROWATT / POLYCAB / HAVELLS / FIMERNote:including annualmaintenance cost 2 years till completion of defect liability period. The completion ofmain work after installation ,testing and and commissioning of plant.(25KW AC O/P)Note:- (Inverter capacity 25/ 50KW as applicable with 05 years warranty) 16 Sl Item 1 Contd….(A) Mono Crystaline Silicon Solar Photovolaic Modules of500 Wp or more (module power and number of modules to be selected according to available roof top area & adequate walkway), having cell efficiency more than18% under standard conditions, form fill factor more than 0.76, plant performance ratio > 75%, made of high transmitivity glass front surface and it shall give high encapsulation gain (transmittance above 90% and bending less than 0.3%). The modules shall have the folling features :-(a)The electrical parameters of SPV modules under standard test condition of irradiance 1000 W/sqm, AM 1.5 Spectrum and temp 25 degree Celsius shall be as under:-(i) Max Peak Power Pmax : 500 Wp or more(ii)Voltage at Max Power : > 39 V(iii) Current at Pmax : > 9 A(iv) Short Circuit Current : > 10 A(v)Open Circuit Voltage : > 47 V(vi) Module Efficiency : > 19 %(b) Rated output of the modules shall have positive tolerance of 3-5% and no negative tolerance is allowed.(c) It shall perform satisfactorily in RH 85% with temperature up to +85 degree C and should withstand wind of 200 kmph on the surface of panel.(d) PV modules shall be warrented for their output peak watt capacity, and it shall not fall of its initial value below 90% in first 10 year end and 80% after the end of 25 years. 17 Sl Item 2 Contd….(e) Each module shall have RFID tag encapsulated with solar cell bearing following details :- (i)Name of Manufacturer of SPV Module(ii) Name of Manufacturer of Solar Cell(iii)Month and year of Manufacturing (seperately for cell and module)(iv) Country of Origin (both cell and module)(v)Peak wattage, Im, Vm and fill factor of the module(vi) Date of year of obtaining IEC PV module qualification certificate including the test lab issuing IEC certificate.(vii)Unique serial no and model no of module(viii)IV curve of module(f)The temperature coefficient of power for the module shall not be more than 0.50% per degree Celcius.(g) Every module must have bypass diode of suitable capacity.(h) PV module must confirm to latest edition of IEC 61215/ IS 14286. In addition the modules must confirm to IEC 61730 Part I and II for construction and testing & safety qualifications and confirming to IEC 62804 PID.(j) It shall also be in confirmity to latest minimum technical specification issued by MNRE & IREDA from time to time. Modulesshould be of MNRE & IREDA approved companies and as per latest IEC/IS standards.(k)Provision of earthingand earth strip / cable etc for earth of solar PV module/ array etc as per latest IS/MNRE & IREDA norms to be provided and cost of the same is deemed to be included in the item and no extra amount will be paid to the contractor on this account. (The earthing shall be of copper earth plate and having specification as per SSR Item Sr 19474). 18 Sl Item 2 Contd….(l)RFID reader is to be provided by contractor(m)Both PV cells and SPV modules shall be make in India.(n) The minimum Net Annual Generation shall be 1,460 units per Kilo Watts. 19 (B)Junction Boxes : Supply and fix jucntion boxes of suitable Nos (as per design)/ OEM recommendations inputs and suitably rated output having separate DC fuses for both (+) & (-) on input and isolator on output terminal for each string. Each junction box must have a spare input terminal. The junction boxes shall be dust and vermin proof and water proof made of FRP/ Thermo Plast with IP 65 protection in compliance with IEC 62208 and shall be UV resistant, fire retardant. It shall have surge protection and maintenance free earthing as per relecant standard. The junction box shall have suitable arrangement of the following :-(a)The strings are required to be connected to the copper bus bar through individual fuses.(b) Provide arrangement for disconnection (DC dis-connection switch) for each SJB/ SCB.(c)Provide a test point for each sub group for quick fault location and to provide group array isolation.(d)Each array box shall be of relevant IEC standard.(e) Each array junction box shall have suitable bypass & reverse blocking diodes for maximum DC blocking voltage of 1000V with suitable arrangement of its connection. Reverse blocking and bypass diodes shall work for extreme temperaturesand shall have efficiency of 99.98% confirmed by appropriate IEC standard.Make : As per OEM 20 Sl Item 1 Contd…(C)DC Cables : Suitable size of XLPE insulated tinned Copper cable (min 6 sqmm of size) of Solar grade, 1100 Volts and UV resistant for outdoor installations confirming to IEC : 60227/15694 & 60502/ IS : 1554 (Pt I&II) and shall be as under :-(a) All cables and connectors for use of installation shall be of Solar grade which can withstand harsh enviromnetal conditions including high temperature, UV radiations, rain, dirt, burial and attack by moss and microbes for 25 years and voltage as per latest IEC/ IS.(b) All the cables / wires shall be provided with UV resistant printed ferrules for DC side.(c) The size of the cable shall be such that avearage voltage drop at full power from PV module to inverter shall be less than 1.5%.(d)Cable batch No, drum No, IS code and size and make shall be metioned on every one meter or as per OEM practice.(e) The wiring of the module interconnection shall be in UPVC/HDPE pipe of suitable size. (f) The cost of interconnecting DC Copper cable, MS cable trays, and earth work for trenches/ MS cable trays suitable to accommodate Solar grade cables from SPV module upto inverters are included in the item. 21 Sl Item 1 Contd….(D)Module Mounting Structure (MMS) : Design, procure, fixing, support structure made of hot dipped galvanised with min 85 micron thickness including necessary welding and associated work (cutting, grouting, PCC filling, dispoing waste material, etc., complete) and fixing mounting arrangement suitable for SPV modules so as it can withstand wind speed of 200 km per hour. The mounting structure is to be installed at MS car parking structure and the array structure has to be so designed that maximum load is directly on main supporting structure of car parking coumns. It shall also occupy minimum space without sacrificing the output of SPV panels & adequate space between the arrays shall be available for easy cleaning and maintenance. Nuts, bolts, mounting structure including module mounting structure shall have to be adequately protected from the atmosphere and weather prevailing in the area. All the fastners shall be of Stainless Steel of grade SS316. Notes : (a) Two numbers of anti theft fastners of Stainless Steel on two diagonally opposite corners of each module shall be provided. (b) The modue mounting structure shall be of fixed to provide maximum generation. (c) MMS design shall be supported with Stadpro Report vetted by Third Party (Gov Institute) and submitted for the approval of the Acepting Officer. (d) The height of Roof top MMS shall be as per latest MNRE & IREDA guidelines. 22 Sl Item 2 Contd….(E) Lightning Protection for PV Array : Design, procure and fix lighting arrestor system cofirming to IS/ IEC-62305 (Part 1 - 4) on the car parking roofs. The air terminalshall be fixed at the top of GI elevation pole with base so as to be at least two meter above the structure to be protected. Its height above roof level shall be depend upon the level of protection and protection radii required. Notes : (a) The cost of all equipments, Copper strip upto earth test point, etc., shall be deemed to be included in this item. (b)The cost of sufficient earthing for lightning protection is also included in this item and no extra payement will be made to the contractor on this account.(F) Power Conditioning Unit : Procure, fixing, testing and commissioning of 25 KW AC (nominal power), Solar power inverter suitable to convert DC power of Solar PV module/ array to AC for further feeding to grid confirming to IEC : 61683 for efficiency, IEC : 62109-1 or equivalent for safety and IEC : 62093 for reliability. The input DC & output AC technical specification of Inverter are as under :-.Input (DC)(a)Max Absolute DC input Voltage : 1000 Vb)Start-up DC input voltage : 360 - 500 V (Default 420V)c)Operating input DC voltage range : 300 - 950 V(d)No of independent MPPT : One(e)MPPT input DC voltage range at Pacr :480 - 800 V DC(f) Max input DC Current : 110 A(g)Maximum input short circuit current : 160 A(h)No of Protected DC inputs : 8-20 23 Sl Item 2 Contd….(G) Output AC(a)AC grid connection type :3Phase (4W + PE)(b)Nominal Power at unity PF : 25 kW(c)Max AC output power : 25 KW(d)Max AC output Apperant power : 25 KVA(e)Max AC output Current : 44 A(f) Max AC fault current : 1.25 to 2.5 times of rated current(g)Nominal Output Voltage : 415 V(h)Output voltage range : 415 V ± 20%(j) Output Frequency : 50 Hz± 3Hz(k)Power factor : > 0.995(l) Harmonic Distortion Current : < 3%(m) Efficiency : > 98%(n)Standby operation consumption : < 1.5 W 24 (p)Operating temperature upto 85 degree centigrade(q)The inverter shall have minimum IP-67 protection, ground fault monitoring, grid monitoring, protection for anti-islanding, DC reverse polarity, AC and DC short circuit current and over current, AC and DC over voltage and over temperature. (r) The inverter shall adjust voltage and frequency levels to suit the grid.(s)The inverter shall be self commulated with Pulse Width Modulation (PWM) technology and shall be capable of synchronise maximum with in one min.(t) Maximum Power Point Tracker (MPPT) confirming to IEC 62093 shall be integrated in the inverter to maximise the energy drawn from the PV array(u)Monolithic design of inverter is not permitted.(v)The inverter shall have suitble nos of protected inputs (asper design) and outgoing shall be protected by ACB/MCCB. 25 Sl Item 2 Contd….(x)The inverter should have MODBUS, PROFIBUS, ETHERNET common ports.(y) The inverter shall include appropriate self protection and self diagnostic feature to protect itself and the PV array from the damage in the event of inverter componant failure or from parameters beyond the inverters safe operating due to internal and/ or external causes. Inverter shall have protection arrangement against ground leakage faults, over voltage, (SPD) & over current. Inverter shall have arrangement for adjustment for adjusting DC input current and shall trip against sustainable fault down stream and shall not restart till fault is rectified.(z)The inverter should have provisions of Galvanic isolation, anti-islanding protection (IEEE 1547/UL 1741) equivant IS and lightening.(aa) PCU must have the feature to work in tandem with other similar PCUs and be able to be successively switched ON and OFF automatically based on solar radiation variations during the day. 26 Sl Item 2 Contd…. (H) Balance of System (BOS) Items/ Components :- The BOS items/components of the SPV power plants/ systems deployed under this project shall conform to the latest edition with certificate of IEC or equivalent BIS Standards/ MNRE specifications/ as specified in Para 1.01 of Minimal Technical Requirements/ Standards for SPV System/ Plants to be deployed during this financial year under the programmes of MNRE available on MNRE website as on last date of quoting of tender.Notes : (a)The contractor must visit the site before quoting the rates for this item to asses the site condition so as to decide up on location and layout of SPV, placement of inverter, length of DC cables, lightning arresters, etc., complete.(b) The contractor shall submit complete scheme including electrical diagram of the work, schematic diagram, SPV module layout, placement of LAs, Civil work,etc., complete as per IREDA latest guidelines as applicable, Relevant IEC/IS norms to the GE for approval with in one month of date of commencement of the work. 27 Sl Item 2 Contd…. (c) The rate quoted is deemed to be inclusive of the all protection system including surge, lightning arresters and necessary earthing all as specified and directedd) Quoted rates inclusive of necessary faciility for monitoring of solar power generation through app along with necessary sim card and recharge for 2 years(e)Training : On successful commissioning of the plant, training shall be provided on plant operation and maintenance to a team (Engineers and technicians/ operators) as nominated by department for minimum one month. 28 (J) Operation and Maintenance for preventive maintenanceof 25 kwp plants (Demo ii coy & 5 DSC pln) Roof top solar plant for a period Year of 3 years after 2 year Defect liability periodfrom project completion date:The scope include:i. Cleaning once in a month. (ii). CompetentpersonsthroughAuthorizedServicecentrewillalwaysbe deputed to respond the calls who are aware of safety and statutory norms.(iii). For monthlycleaningand preventivemaintenanceactivity (one expert engineer and two semi-skilled technicians will be deputed and they will submit monthly report.(iv). sensors & Data Logger once in 2 month a.Sensor healthinessb. Optical Fibre Communication loop healthinessc. Data logging accuracyd. Frequency- Monthlyv. Reliability Centred Maintenance once in a montha.Preventivemaintenance ofthecompleteplant-Stringhealthiness, presenceof burnmarksorlocalhotspots,Inverterchecking, checkingof healthiness of power distribution panels etc.b. Integrity improvement (proper identification of strings and all cables)c. Frequency-Monthlyvi. Breakdown Callsa.Toberespondedwithintwohrsandresolutionwithin24to48hrsfor minor issues like string problem etc. on a working day.b. Call log notification time will start from the time a mail has been triggered by the Solar Log system or Customer reports any abnormality c. Visits of any OEM Engineer will be organized vendor/contractor wherever specialized input is required for addressing the breakdowns at site (without any extra cost).vii. Rate to be included for( 02+03) years Operation andMaintenance.viii.Retain 5% of amount quoted against this item till Total 02+03=05 yearsafter completion of date .However this amount could be released after submission of FDR/BGB in favour of concerned GE.Note:- For items : Solar cell and Solar Panel shall be Make In India.- The output specified will be AC output of Solar Power Plant.-The system/ RMU/ Busbar will be compatible with infrastructure of State Electricity Board.-MNRE/NSRE approved vendor will vet the design, supervise execution and will commission Solar Plant Work and will also certify the design output (agreement between authorised vendor and contractor to be submitted).-Necessary compatibility certificate of healthiness of Solar Power Plant infrastructure with State Electricity Board infrastracture shall be submitted by representative of State Electricity Board through the contractors.- During defect liability period one expert engineer and two semi skilled techicians will also monthly visit to provide service and shall submit monthly report to Engineer-in-charge.- The Contractor isrequiredto quotedthierRatefor Operation and Maintenance of Total 02+03=05 years andNo extraamount shall be paid on this acount. 29 Supply and lay cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size95 Sqmm x 3.5 Core. 30 Supply and lay cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size70 Sqmm x 3.5 Core. 31 M & L for earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground vertically (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.50 mtr deep below normal ground level, connecting to GI earth wire 4mm dia by means of bolts, nuts, check nuts, and washers of galvanized iron or steel including 15 mm dia. medium grade protection pipe for earth lead complete with charcoal and common salt including watering arrangement with galvanized iron pipe light grade 20 mm dia, PCC Chamber, CI frame and cover, MS funnel with wire mesh all as shown in electrical plate no 3 of SSR part I including excavation and earthwork in any type ofsoil/strata and testing on completion. Note:- GI earth wire 4 mm dia and 15 mm dia protection pipe upto 7.5 mtr from earth plate is deemed to be included in rate quoted. 32 Supply and fix microprocessor based three phase electronic temper proof solar net meter CT operated, energy meter for net metering LT supply and grid solar with communication port, accuracy class 0.5, 3 phase, 240 Volts 100/5 A confirming to IS:13779. 33 Supply, fixing & laying GI tubing medium grade with one socket both end threaded in any length including cutting threading connection in new or old position and all type of GI new fittingsfor laid in trenches/ wall/ceiling/ floor/ all as specified and directed of25 mm bore GI pipe size 34 Supply, fixing & laying GI tubing medium grade with one socket both end threaded in any length including cutting threading connection in new or old position and all type of GI new fittingsfor laid in trenches/ wall/ceiling/ floor/ all as specified and directed of 20 mm bore GI pipe size 35 S & F Gun metal globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixedingfor 20mm bore size 36 S & F Gun metal globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixedingfor 25 mm bore size 37 M&L for Rotational polyethylene water storage tank of capcacity 1000 Ltrs (cylindrical vertical top) hoisted and fixed on round base of PCC1:2:4 in position all as specified 38 Supply installation of ball brass valve high pressure with polyethen float and planet complete screwed for for GI pipe 20 MM . 39 Supply install testing and commissioning offix pressure pump up to 1 H.P 40 Supply and fix installation testingPVC hose pipe type-1, 25 mm dia, 30 mtr long for cleaning of panels with spray Jet . 41 M&L for tapping/ cutting from GI/DI pipe any diameter including suitable size tee/fitting for 25 mm dia GI pipe complete all as specified. 42 M & L for sub main wiring with approved colour coding as per IS with two single core PVC insulated FRLS cable with stranded copper conductor of size 6 Sq mm nominal area and drawing into suitable size of PVC non metallic rigid heavy duty PVC conduit of white/ ivory colour and its accessaries ISI marked heavy duty of suitable size including concealed in wall etcone run of PVC insulated with 6.0 Sqmm (nominal area) stranded copper conductor FRLS cable as earth wire complete all as specified and as directed. Note:- Two runs of 6 sqmm cable,one run of 6 sqmm cable and one run of PVC conduit will be measured as one unit. 43 S & F sheet metal enclosure MCB DB SPN 2 way with 200 Amps rated bus bar 240 volts double door with magnitic locking system including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and as directed. 44 S & F for MCB Single pole and neutral rated capacity 32 Amps, 240 Volts breaking capacity 10 KA, C curve complete all as specified and as directed. 45 M&L for mild steel framed work such as grills,gratingsetc with endsof bars shoulderedand or riveted,or forged into spikes,framed guard bars,barred iron doors ,ladders,walkwaysand similarworks conforming to fe290,gde E-165 ( iron ladder for 3 buildings) 46 Excavation in trenches n. exc 1.5 m wide and n.exc 1.5 m in depth and getting out soft /loose soil complete all as specified and as directed for laying of under ground cable/pipe etc. complete all as specified and as directed 47 Returning, filling in, including spreading, leveling, watering and well ramming in layers n. exc 25 cm thick in soft/loose soil,complete,all as specified and directed. 48 Removing surplus excavated material to a distance not exc 50 meter and depositing where directed at level not exc 1.5m above the starting point,complete,all as specified and directed. 49 Material and labour for providing sand cushioning with dry fine sand including filling, spreading, levelling in layers in cable trench with approved quality of sand for protection of under ground cable complete all as specified and directed. 50 Supplying & laying burnt clay bricks, sub class B, designation 75,old size laid in trenches over cable protection complete all as specified and directed. 51 S&F steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes confirming to I.S. 1161-1998
Contract Date: Nov 15, 2025 Contract Value : ₹ 69.97 Lakh
Statutory Bodies & Commissions/Committees No of Bidders 7
Bihar View Result →
12.
Defence #7544282 AOC
Tender For Provision Of Solar Plant At Af Station Tambaram; 1 SCHEDULE A PART - I (E/M Works)Detailed engineering, design including feasibility survey, supply, installation and testing on completion for ground mounted solar power plant using PV SYS and PV SOL or equivalent software, site survey, design etc. and getting the design vetted from any one of the MNRE approved agencies and submission to accepting officer for approval, Manufacturing, supplying, erecting, installing, testing and commissioning of grid connected floor mounted Solar PV Plant of total 500 KWp capacity at conditions prevalent at AFS Tambaram area with fixed structure on Turnkey basis, and performance guarantee basis including complete connected suitable foundation, civil and other complete structural worksas per OEM design and specification comprising of following sub-components/sub-systems and meeting the specifications as given hereinafter and in Particular specification as measured and paid separately.(Make in India) 2 The rate quoted shall be deemed to be included for the following as per OEM design and specifications :-Supply and erection of Solar Photovoltaic modules as per item No 01 latest edition of IEC PV module qualification test or equivalent BIS standards Poly-crystalline silicon solar cell Modules IEC 61215/IS14286. In addition, the modules must confirm to IEC 61730 Par-1- requirements for construction & Part-2-requirment for testing, for safety qualification or equivalent IS SPV Panel not less than 540 Wp including Terminal Box IP 65, bypass Diode, necessary size cable of required length with connectors. (tenderer to submit warranty for Modules-25 years) (Make in India)The total solar PV array capacity should not be less than allocated capacity (KWp) and should comprise of Mono Crystalline Silicon Solar Cell Modules of minimum 540 Wp and above wattage. Module capacity less than minimum 540wpshall not be accepted. (c)Protective devices against surges at the PV module shall be provide Low voltage drop bypass diodes shall be provided. (d) PV modules must be tested and approved by one of the IEC authorized test centers. (e) The module frame shall be made of corrosion resistant materials, preferably having anodized aluminium. Supply and erection of GroundMounting structure made of hot top dip galvanised steel with minimum galvanization thickness of 120 microns or Aluminium alloy and suitable for SPV module specified here-in-before, including bolts,nuts,fastners,panel mounting clamps /aluminium alloy mounting arrangements suitablewith M15 PCC(1:2:4) type B1 using 20 mm graded stone aggregate as per MNRE standards complete withstand 150KM wind speed and as directed.Solar on grid/grid tie Inverters of 125 KWp capacities as per MNRE Standards, outdoor type 3 phase of suitable capacities to achieve optimum efficiency. Provision of Array Junction box, with SPD combiner box as suitable for item no 01 complete all asspecified and directed for 125KWpDC Power interfacing Panel/Distribution boxes outdoor type with minimum thee incoming with synchronizing facility including necessary suitable capacity MCBs,Surge Arrestors, fuse boxes, necessary earthing ,testing and commissioning. Note: Panel Board shall also suitable to distribute auxiliary power to loads like UPS,street light, module cleaning system, etc for 125KWpPVC insulated suitable size of un armoured electric power cable with stranded copper conductor of necessary size & rating as per design including necessary cable tray and lugs complete all as specified and as directed.Note: 1. The scope shall also cover design, supply, erection, testing & commissioning of LT and 11 KV Transmission Line and associate 11 KV Bay Extension at Substation. The maximum capacity for inter connection with the grid at a specific voltage level shall be as per the Distribution Code/Supply Code of the state and amended from time to time. 3 (a) Pre-commissioning & Commissioning of all supplied Equipments and test running of Grid Connect Solar Power Plant as well as load trails at site . (c) Plants earthing & earthing for all equipments as directed shall generally be carried out in accordance with the requirements of IE Rules /CEA guidelines and IS: 3043. (b) Provision for Grid Islanding : In the event of a power failure on the electric grid, it is required that any independent power producing inverters attached to the grid turn off in a short period of time. This prevents the DC-to-AC inverters from continuing to feed power into small section of the grid, known as Islands . Powered Islands present a risk to workers who may expect the area to be unpowered, and they may also damage grid-tied equipment . The PV system shall be equipped with Islanding protection. In addition to disconnection from the grid (due to Islanding protection ) disconnection due to under and over voltage conditions shall also be provided. A manual disconnect 4-pole isolation switch beside automatic disconnection to grid would have to be provided at utility end to isolate the grid connection by the utility personnel to carry out any maintenance. the switch shall be locked by the utility personnel.(c) Any other items not specifically mentioned in the BOQ but which are required for erection, testing and commissioning and satisfactory operation of the solar power plant are deemed to be included in the scope. 4 Note:- (i) Pre despatch inspection shall be carried out by the authorised rep of Accepting officer before final dispatch. If any deviation is found from Schedule A specifications shall be rejected. (ii) All Modules shall be delivered at site once the mounting structure are erected and tested.(iii) Cost of miscellaneous component such as termination kits lugs, shine boards, conduits, MC4 for connectors Adopter box and other connected accessories etc shall be deemed to be included in the cost of Modules. 5 Standby supply shall be provided by contractor at no cost at the time of synchronizing with existing power supply system.Final approval (Technical feasibility report) shall be obtained from TNEB before starting work on ground.Any other component as required for efficient function of system shall be deemed to be included in the above quoted rates by the Contractor. 6 a). The materials used for structures shall be Hot dip Galvanized Mild Steel conformed to IS 2062:1992.b). The Bolts, Nuts, fasteners, and clamps used for panel mounting shall be of Stainless-Steel SS Grade.c). Additional Structures/Frames for required for the installation of modules if any need to be provided by the Contractor and cost of same is deemed to be included in the rate quoted by the Contractor.d). The structures shall be designed to allow easy replacement of any module, repairing and cleaning of any module.e). The structure shall be designed to withstand operating environmental conditions for a period of minimum 25 years. And shall be free from corrosion while installation.f) Minimum distance between the lower level of PV Module and the ground shall be 0.5m from the ground level.g) The structures should be suitably loaded with reinforced concrete blocks of appropriate weight made out of M25 concrete mixture.h) Photovoltaic must be mounted on a stable, durable structure that can support the array and withstand wind, rain, and other adverse conditions. The modules will be fixed on structures with fixed arrangement.i) 100% indigenous company. 7 Note :- (1) Contractor should visit the site before quoting the tender.(2) Suitability for Grid Connected System.(3) PV Modules & Solar Cells shall be made in India andmakes and manufacture by India Only. The contractor shall submit all required documents. The panel should be of latest edition. (4) Power Warranty - 10 year warranty on 90% of the design output and 25 years warranty on 80% of the design output as per MNRE ALMM registered. (5) TNEB registration fees, all the fees related to commissioning should be borne by the Contractor and there are deemed included in the rate quoted by the Contractor.(6) Work shall be executed as per TNEB & CEI norms.(7) All materials makes shall be approved as per MNRE.(8) Contractor Should have valid TEDA Empanelment Certificate. 8 (9) Liaisoning with TNEB authority for obtaining any relevant documents/approved of installation solar power plant to Grid from TNEB for smooth functioning shall be contractor responsibility and cost in this regard is deemed to be included in the rate quoted by the Contractor.(10) Feasibility clearance from state electricity board: Rate quoted by bidder is inclusive charges for feasibility clearance and Liaison work regarding the plant from starting to commissioning with TNEB will be done by the contractor and plant will be taken over after it is fully functional including Installation of Energy Reading meter and certified BY TNEB.(11) Standby supply shall be provided by contractor without any extra cost to department at the time of Synchronizing with existing 11 KV system.(12) Technical feasibility report shall be obtained from TNEB before starting work in ground.(13) Capacity of Inverter shall be as per design criteria and approved by Garrison engineer.(14) String Inverters only to be use for this project.(15) Solar meter and Bi-directional meter : Supply HT net meter / Bi-directional meter and solar meter to deposit to TNEB for testing and calibration thereafter taken back to site for installation. Contractor will not be claim extra cost from department for carried out of above said process. (16) SPV panels and on grid inverter should be in same OEM.(17) The Bidder shall carefully design and accommodate requisite numbers of the modules to get the design output as per topography. (18) The rate quoted by the bidder for Solar power plant and mounting structure (Serial item No.1) is inclusive of all provisions mentioned in Serial item No. 1.01 to 1.07. 9 Material and labour for Power monitoring system using 802.11n interface for harvesting from solar energy shall be connected into on-grid (grid-tie) inverters. The logger devices will also have GPRS communication for monitoring the same as requiredIntegration of all equipments and components including Laisoning work for Solar Netmeter from State Electricity Board for obtaining Netmeter including cost of the net metering and allied expenses including charges for permission to grid connection from state electricity board. 10 Material and labour for Lightning arrestor with necessary arrangement along with suitable EMC electrode erection by 1mt earth evacuation.Note: Lightning protection shall be provided as per the requirement of IS:2309 for PV modules. There shall be required number of suitable lightning arrestors in the array field. Lightning protection to be provide with required number of earthing as specified and directed. 11 Supply, Install, Testing and commissioning of outdoor type cubicle main control panel board self supporting totally enclosed factory fabricated, made out of 3 mm thick CRCA sheet steel with projected slope roof for rain water protection, dust and vermin proof, hinged front opening double door shutters with neoprene rubber gasket, powder coated including danger plate, earth bar-02 Nos, ventilation louvers, bottom detachable gland plate complete cubicle panel board suitable for 3 phase 4 wire,415 volts 50 Hz and 50mm x 50mm x 6mm angle iron base frame, with locking arrangement, including provision of suitable size PCC pedestal for mounting of panel board with required earthing and including the following Switch gear and necessary internal wiring and connections from the bus bar to switch gear, cable gland, necessary earthing complete all as specified:-(i) Copper bus strip TPN of suitable capacity placed on porcelain insulators, colour coded PVC sleeves for three phases and neutral-01 Set (ii) MCCB FP 400 Amps 415 V 36 KA adjustable type-03 No (iii) ACB 1000 Amps 415V-01 (iv) LED Phase Indication Lamp-03 Nos (R,Y,B) (v) Volt Meter digital type-01 No(vi) Amp Meter digital type with 3xCT-01 No 12 Material and labour for supply, install, Testing and Commissioning of Standalone ICOG outdoor metal clad Air Insulated Switchgear suitable SCADA Compatible rating 11 KV 3 Phase 50 cycles 630 Amps , 250 MVA 26.3 KA for 3sec type with copper bus bars/ jumpers with horizontal draw out type vaccum circuit breaker with motor and manual operated spring charge stored energy mechanism complete in and including necessary PCC Platform as per manufacture recommendation with following components.(i) ICOG Panel shall be made of CRCA powder coated steel sheet, dust and vermin proof, locking arrangement, totally enclosed, free standing floor mounting type, compartment based with truck mounted vacuum circuit breaker spring operated electrically and manually charged operating mechanism suitable for horizontal isolation, horizontal draw out type VCBs with Copper bus bars, back entry type complete VCB panel confirming to IEC 62271-200 standards and connections with the following protective and including necessary PCC platform as required. control devices as specified below, Vacuum interrupters of the circuit breakers shall not be openly exposed design and shall be completely encapsulated in epoxy housing. The manufacturer of circuit breaker shall also be the manufacturer of the VI used in the breaker. The Circuit Breaker shall be suitable for E2, M2 duty. The circuit breaker should have valid type tests to support the afore-mentioned duty class. Tripping and/or release coils shall be continuous rated to ensure longer life. Internal spring charging handle to be provided in the VCB. The ICOG in and including following items:- 13 (a) Current Transformers 26.3 KA/ 1 sec, Epoxy cast resin type single phase CTs dual ratio i.e 200-100/1-1 A or as per site requirement as specified and directed by Department, CORE 1, CL 1.0, 15 VA Core 2-CL 5P10, 15 VA-03 Nos.(b) Single phase 11 KV Cast resin potential transformer (Draw out type) 11 KV/Route 3/110V/Route 3-core 1: 50VA CL1.0-03 No, MCB with add on contact for PT Secondary-02 No(c) Breaker discrepancy switch (TNC)-01 No, Emergency push button-01 No, L/R Switch-01 No, LED indication lamps-01 Set, 8 window alarm annunciator with RS 485 PORT-01 No, Bell/hooter-01 No MCB for Panel AC-01 No,MCB for Panel DC-01 No, MCB for spring charging motor-01 No, Anicondensation space heater/thermostat-01 No, 3 pin socket+switch-01 No, Test/Service limit switch for VCB-01 No, Surge Arrester-03 No Power pack-01 No.(d) Microprocessor controlled numeric relay with RS-485 port comprising of three over current, one earth protection relay with high set for both phases & earth and with fault memory, universal auxiliary supply-1 No.(e) Master Trip Relay(f) Trip Circuit Supervision relay-2 Nos(g) Digital Multifunction meter withRs-485 port with class 1.0. 14 Supply and installation of Step up transformer 0.433 KV/11 KV, copper woud,outdoor type 3 phase of capacity 630KVA including both LT/HT side closed compartment 4 wire LT side , 50 cycles per second, oil immersed, naturally cooled, off load tap changers and each with standard fittings/fixtures, cable box at HT/LT side complete including first fill of transformer oil to appropriate level, temp gauge, breather tank, cooling coil, LT side cable box to be fitted with suitable size of cable gland complete as per IS 1180 including necessary PCC platform for installation of transformer including testing commissioning as directed all as specified and as directed. 15 Supply, laying in trenches, or fixed on wall in position and testing XLPE insulated screened PVC bedded, armoured, electric power cables(Heavy duty) with aluminium conductor, 11000 volts grade (HT) earthed of cross sectional area 95 sqmm 3 core conforming to IS-7098(Part-II) with latest amendments complete all as specified and as directed Note :- (i) Excavation filling, Removal, Sand/riddle earth, Brick, GI Tubing shall be measured and paid separately under relevant items. 16 Earthing complete in positions with GI earth plate electrode of size 600m x 600mm x 6mm thick buried directly in ground vertically to a depth of not less than 2.25 mtr below ground level, with top edge of the earth plate at a depth of not less than 1.5mtr below ground connected to GI earth strip 32x6mm by means of GI bolts and nuts,checknuts, washers and GI earth strip protected by GI pipe light grade 40 mm bore upto 7.5 mtr and connecting to VCBs/transformers etc as per site requirement including necessary excavation, earth work in any type of soil PCC M-10 type C-1 earth chamber, 50mm thick RCC M-20 Cover with 6 mm dia MS bars 10 cm C/C on both ways as reinforcement complete all as shown in electrical plate No. 3 of MES Schedule Part 1 complete all as specified and as directedNote:(i) Quoted rate deemed to include necessary earth work PCC chamber RCC cover reinforcement removal of surplus soil, site clearance etc.(ii) Earthing as mentioned in this item shall be operated for equipments other than solar power plant, Earthing required for solar PV panels, inverters and other solar power plant equipment are included in the rate quoted for item No.1. 17 Supply and fix cable jointing kit for 11 KV grade cable for in door termination, heat shrink type, joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, Al conductor cable of size 95 sqmm complete all as specified and as directed. 18 Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 300 sq mm 3.5 core complete all as specified and as directed. 19 Supply, laying and testing cable XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 95 sq mm 3.5 core complete all as specified and as directed. 20 Excavation in trenches not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide and getting out in hard/dense soil complete all as specified and as directed. 21 Returning and filling in two parts (i) using riddled soil obtain from excavated soil upto depth of 30 cm (8 cm below cable and remaining above cable) for cushioning of cable and (ii) refilling the trench of remaining depth with normal excavated soil all as specified and directed. Note:- Excavated soil shall be riddled by using sieve to separate composite particles etc as per IS 1255 1983 and refilling in trenches as in cable cushioning. 22 Removal of surplus soil to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and as directed. 23 Supplying and laying reinforced precast concrete cable cover, classHV,Type 2, flat, size 450mm180mm x 40mm complete all as specified and as directed. 24 Supplying and laying reinforced precast concrete cable cover, class LVType 2, flat, size 300mm x 180mm x 40mm complete all as specified and as directed. 25 Material and labour for galvanised iron strip 32 x 6mm buried in ground or fixed on pole with all accessories all as specified and as directed. 26 Material and labour for boring of holes under road, pavement, hard standing bytrenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working pressure complete all as specified and as directed. 27 Supply and lay GI tubing Light grade of size 80 mm bore with all fittings for cable protection fixed on poles/walls/laid under roads crossing etc and made good the disturbed surfaces/area complete all as specified and as directed. 28 Supply and lay GI tubing Light grade of size 100 mm bore with all fittings for cable protection fixed on poles/walls/laid under roads crossing etc and made good the disturbed surfaces/area complete all as specified and as directed. 29 Schedule A Part - IIPeriodical check/ services after successful completion work and during Defect liability period of two years. Cleaning of solar panels, Periodical checks and maintenance as recommended by the OEM including pruning of trees, clearing vegetation and ensuring the serviceability of the plant, Solar Panels, Inverters, Transformers, HT/LT Electrical panels etc including submitting monthly power generation report to the department, all during whole defect liability period of Two years from the date of completion of the work.Note : - (i) Cost of spare parts required for ensuring the serviceability of the plant during defect liability period of Two years from date of completion of the work is deemed to be included in the rate quoted for schedule A part-I Item No 1. Therefore it shall be considered that cost of spare parts is not included in this item being guarantee duration for defect liability period, hence rate shall quoted accordingly(ii) Periodical maintenance shall only be carried out by the authorsied representative of the original equipment manufacturer(OEM) of the plant.(iii) Electricity and water for maintenance of the plant will be supplied by the department free of cost at one location shown on site by the Engr-in-Charge.(iv) Keeping up of the maintenance record and the parameters of Solar PV power plant including ED/ MES shut down details shall be maintained by the contractor as directed by the Engineer-in-Charge. Any defects / short comings noticed shall be intimated to the department immediately 30 Schedule A Part - IIIComprehensive Maintenance of 0.5 MW Solar Power Supply project for First year after successful completion of Defect liability period (i.e 1st year after completion of Phase II). Comprehensive Maintenance of 0.5MW solar power plant complete system including maintain the SPV System, transformers, Invertors, HT/LT panels etc for first year after completion of defect liability period.Note:(i) Comprehensive Annual Maintenance contract (AMC) under which the Contractor shall maintain the SPV power generation plant (which would cover all items supplied by him under this Contract)(ii). Spare parts required for operation/maintenance of Solar PV Power plant during the currency of AMC period shall be included in the rate of this item. 31 (iii). Periodical maintenance as OEM recommendation on all parameters for SPV plant operation and diagnosis, routine checking and cleaning of solar panels, preventive maintenance as required for smooth and trouble-free operation of the SPV system (which would cover all items supplied by him under provision Contract ) shall be carried out by the Contractor during the service contract period. The Contractor shall attend to calls of breakdown as and when required.(iv) The Contractor shall ensure generation of power to give output as per plant installed capacity, failing penal charges equal to two times the energy charges paid to state Electricity board for the same will be imposed. (v) To take care of house keeping and maintain cleanliness of area upto 5m all around installations and PV module strings shall be kept dust free absolutely neat and clean.(vi) To maintain the installations provided under this contract as per IE rules/standard Engineering practice.(vii) Periodical maintenance shall only be carried out by the authorised representative of the original equipment manufacturer(OEM) of the plant.(viii) Electricity and water for maintenance of the plant will be supplied by the department free of cost.(ix) Cleaning of installation including pruning of trees etc, around the installation shall be carried out complete all as specified and as directed. (x) Keeping up of the maintenance record and the parameters of Solar PV power plant including ED/ MES shut down details shall be maintained by the contractor as directed by the Engineer-in-Charge. Any defects / short comings noticed shall be intimated to the department immediately. 32 All as per Item No. 22 here in before but for Second year after successful completion of Phase -II 33 All as per Item No. 22 here in before but for Third year after successful completion of Phase - II 34 Schedule A Part - IVPeriodical check/ services after successful completion work and after defect liability period of two years and three year maintenance. (i.e. 6TH YEAR from the date of completion of Phase - I) which comprises the following:-(a) Maintenance and operation of 500KW solar power plant including Supervising by Engineer / Skilled labour (b) Periodical checks and maintenance as recommended by the OEM, Solar Panels, Inverters, Transformers, HT/LT Electrical panels etc including submitting monthly power generation report to the department all as directed.(c) No of shifts : One shift per day i.e. One skilled labour for one shift. (Shift timing 09.00 Hrs to 17.00 Hrs) 35 All as per Item No. 25 here in before but for seventh year from the date of completion of Phase - I 36 All as per Item No. 25 here in before but for eigth year from the date of completion of Phase - I 37 All as per Item No. 25 here in before but for ninth year from the date of completion of Phase - I 38 All as per Item No. 25 here in before but for tenth year from the date of completion of Phase - I 39 Maintenance and operation of 500KW solar power plant during sixth year after completion of Phase - I for the following works:-Cleaning of solar Panel, Periodical checks and maintenance as recommended by the OEM including pruning of trees, clearing vegetation and ensuring the serviceability of the plant, Solar Panels, Inverters, Transformers, HT/LT Electrical panels etc including submitting monthly power generation report to the department all as per directed.No of shifts : Two shifts per day No of labours: One un-skilled labour for Two shifts. (Shift timing 06.00 Hrs to 14.00 Hrs, 14.00 Hrs to 22.00 Hrs) 40 All as per Item No. 30 here in before but for seventh year from the date of completion of Phase - I 41 All as per Item No. 30 here in before but for eighth year from the date of completion of Phase - I 42 All as per Item No. 30 here in before but for ninth year from the date of completion of Phase - I 43 All as per Item No. 30 here in before but for tenth year from the date of completion of Phase - I 44 Note for item 25 to 34 : - (i) Cost of spare parts required for ensuring the serviceability of the plant after defect liability period of Two years from date of completion of the work is deemed to be included in the rate quoted for schedule A part-IV Item No 25 to 34. Therefore it shall be considered that cost of spare parts is included in this if required. (ii) Periodical maintenance shall only be carried out by the authorsied representative of the original equipment manufacturer(OEM) of the plant.(iii) Electricity and water for maintenance of the plant will be supplied by the department free of cost at one location shown on site by the Engr-in-Charge.(iv) Keeping up of the maintenance record and the parameters of Solar PV power plant including ED/ MES shut down details shall be maintained by the contractor as directed by the Engineer-in-Charge. Any defects / short comings noticed shall be intimated to the department immediately
Contract Date: Jul 01, 2025 Contract Value : ₹ 4.80 Crore
Statutory Bodies & Commissions/Committees No of Bidders 8
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14.
Educational and Research Institute #7218062 AOC
Notice Inviting E-Tender For Procurement Of Equipment, Instrument, Machineries, Tools Etc. Related To Laboratories And Workshops Of Civil And Electrical Engineering Of Haji Md. Serafat Mondal Government Polytechnic As Per Nit- 1 Dish for immersion of bricks for detecting efflorescence of bricks is made ofeither porcelain or glass or glazed stoneware having dimensions of 200 mm dia x 40 mm deep (cylindrical shaped). 2 Universal Testing Machine Computerised, Capacity, 1500 kN UTM comply with grade 1 of IS : 1828 - 1991. An accuracy of ± 1% is guaranteed from 20% of the load range selected to full load. Below 20% of the selected range the maximum permissible error is 0.2% of the full load reading. Suitable for operation on 440 V, 50 Hz, three phase, AC supply. Specification:- Resolution:- 0.01 kN, Max Clearance for tensile test:- 50 – 850 mm, Max Clearance for Compression test:- 0 – 850 mm Clearance between columns:- 750 mm Ram Stroke:- 250 mm, Frame stiffness :1500 KN / mm Straining/piston speed at no load:- 0 – 80 mm For Tension Test Clamping jaws for round specimens:- 10 – 25 mm, 25 - 45mm, 40 – 70 mm Clamping jaws for flat specimens thickness:- 0 - 22mm, 22-44 mm and 44 – 65 mm Flat specimen width:- 70mm For Compression Test: Pair of compression plates:- 222 mm For Transverse Test: Table with the adjustable rollers, Width of rollers:;- 160 mm Diameter of rollers:- 50 mm ,Max clearance between supports:- 800mm Radius of punch tops:- 16mm, 22mm., Crosshead geared motor:- 1 HP Power pack motor:- 3.0 HP, Dimension (approx):- L – 2420 mm, W – 820 mm, H – 2900 mm. Weight (approx) : 4500 kg Consist of following: Electronic extensometer strain gauge type with 2.5mm extension and gauge length 25mm and 50mm. Bend and Rebend Test Attachment. Including all other accessories for conducting tensile, compression, bending and shear test on specimen (mild steel, HYSD bar & TMT bar) with facility for automatic plotting of load vs. Deformation curve. 3 Graduated measuring cylinder: of transparent material (glass – make Borosil) Thermally protected 250cc 4 Brush For cleaning Sieves 5 Compaction Factor ApparatusIS: 5515-1983 With NABL/NCCBM certificate Compaction Factor Apparatus for determination of workability determination of concrete mixes of very low workability such as those normally used with concrete, compacted by vibration. Concrete mix having maximum size of aggregate not exceeding 38 mm, can be tested for workability. Compaction Factor Apparatus is complete with the following: • Two conical hoppers with trap doors • One cylindrical receiver (dia 150 mm and height 300 mm – internal dimension) • A welded steel stand for mounting the hoppers and the receiver co-axially at specified distances • Two trowels. • One hand scoop. • One standard tamping rod 16 mm dia x 600 mm long having one end rounded 6 30kg Electronic Weighing Scale with 2 Side Display are manufactured by using quality assured material and advanced techniques, which make them up to the standard in this highly challenging field. The materials utilized, are sourced from the most reliable and official vendors, chosen after performing detailed market surveys. products are widely acknowledged in the market for their high quality. 7 Aggregate Crushing Value Apparatus (150 mm) IS :9376-1979 Crushing Value Apparatus is used for measuring resistance of an aggregate to crushing, as per test procedure as in 2386 part IV reaffirmed in 2011. The apparatus consists of a steel cylinder 152 mm dia & 135 mm in height (internal dimension), a plunger (15 cm dia) provided with a hole across the stem of the plunger and a steel sq. base plate. The surfaces coming into contact with the aggregate are case hardened. Consists of following: Cylindrical Cell, Plunger, Base Plate, Tamping rod (16 mm dia, 45 – 60 cm long) Metalcylindrical measure (115 mm diameter and height 180mm, internal dimension) Along with supply of IS sieve size 12.5, 10 and 2.36 mm [BIS:460 Part I & II1985, reaffirmed2008] 8 Penetrometer: Penetrometer: It is the testing machine for bitumen penetration tests. It allows fixation of penetration needle, plunger, weight, and a dial. It allows the needle to penetrate into the sample placed in the cup without considerable friction. It should be accurately calibrated so that it gives the results in one-tenth of a millimeter.Standard Penetration needle: It is straight, highly polished, and cylindrical made up of stainless steel. It has a 3 mm diameter shank into which it is fixed such that its movement is restricted. The taper is pointed while the point is made blunt by grinding to a truncated cone.Total length of the needle =50 mm; Diameter of needle = 1.0 mm; Diameter of the pointed end of the needle = 0.14-0.16 mm; weight = 50 gramThe material is either metal or glass and it is cylindrical in shape. Its bottom is flattened. The dimensions of the container are mentioned below:For penetration value < 225: Diameter = 55 mmInternal Height = 35 mmFor penetration value > 225Diameter = 70 mmInternal Height = 45 mmWater bath: It should contain a minimum of 10 liters of water. Bitumen specimen should be immersed to at least 100 mm depth from the top. Moreover, the specimen should be supported over a perforated shelf which should be above 50 mm from the bottom of the bath. The water bath is maintained at 25 ± 0.1 °C temperature.Transfer Dish: It is a small dish or tray It helps in keeping the container fully immersed in the water when placed in the water bath. It has some means to ensure a firm bearing so that the container does not shake.7. Thermometer or Temperature indicator– To measure the temperature of water in the water bath. Its range should be from 0 to 44 °C. Its least count is 0.2 °C.8. Time device: If a standard penetrometer is used, a suitable time device like a stopwatch, electric timer, or another spring-actuated device may be used which is graduated 0.1 second or less. The timing device should have an accuracy of ± 0.1 seconds for a 60-second interval. Even an audible seconds counter where one beat corresponds to one second can also be used alternatively. 9 Digital Planimeter: With Re chargable adopter. That allow you to take area and line measurement from maps and other sources with an accuracy within 2% suitable for a wide range of application including construction, packed in original case with instruction manual. 10 Measurements of pressure and pressure head by Piezometer, U-tube mercury manometer: Supplied instruments/equipment should be attached (all arrangement should be borne by the bidder) with the flow line so that pressure variation can be measured. Equipment supplied will contain mercury as manometric fluid which should be supplied with the equipment (at no extra cost). Equipment should be at par with relevant code and upto the satisfaction of the concerned authority. Fitting, fixing/Installation and commissioning complete in all respect upto the satisfaction of the department concernedExtra mercury is to be supplied with the item of work in 100 ml bottle full along with accessories for filling mercury in manometer. 11 Measurement of pressure difference by U-tube differential mercury manometer Supplied instruments/equipment should be attached (all arrangement should be borne by the bidder ) with the flow line so that pressure variation can be measured. Equipment supplied will contain mercury as manometric fluid which should be supplied with the equipment (at no extra cost). Equipment should be at par with relevant code and upto the satisfaction of the concerned authority. Fitting, fixing/Installation and commissioning complete in all respect upto the satisfaction of the department concerned. Extra mercury is to be supplied with the item of work in 100 ml bottle full along with accessories for filling mercury in manometer. 12 Study of bourdon’s gauge As per concerned code and to be fitted with the supply line to observed the reading. Fitting, fixing/Installation and commissioning complete in all respect upto the satisfaction of the department concerned 13 Rebound Hammer Test (Schmidt hammer) Useful for non-destructive estimation of quality of concrete of a finished structure and its relative compressive strength. Theinstrumentconsistsofacasinginwhichahammermass, specialspring,hammerlockingandreleasemechanismarehoused.A spherical ended plunger projects at one end which, when pressed against the test surface, actuates the release mechanism of the hammer mass. It gives an impact on the plunger. The hammer mass rebounds after the impact and an indicator register the amount of rebound on a linear scale. The compressive strength of the material can be computed from the calibration curves supplied with each hammer. It gives results within 15% of actual compressive strength. Supplied complete with a grinding stone in a carrying case. 14 Cube Mould ( 150 mm )- Conforming to IS 518 and IS 10086 of latest edition. Cube Mould (150mm) With I.S.I Mark As per IS:10086-1982: Cube Mould made of cast iron having an internal size of 150 mm with a tolerance of +0.2 and planeness of +0.03 mm tolerence with weight not less than 12 kg.ISI marked 15 D.C. power supply: I/P-430v,3 phase, 50 Hz. O/P-220V/110 V,30 A, D.C. 16 Experimental set upto perform brake test on 2 HP DC series motor: 220 V, 2 HP, series type, with belt- pulley and spring balance arrangement for load test. Necessary installation & commissioning included. 17 Parallel operation of two single phase1 kVA transformers: Transformer(2 numbers): 1 KVA, 230/115V, Panel with Voltmeter (0-300V/150V) 2 Nos., Ammeter: 0-5-10A 3 Nos., Variable Resistive load 115V,10A,single phase. Necessary installation & commissioning included. 18 3 phase Transformer with all terminals brought out for different connections. 3-phase, 1KVA, 415V/230V, transformer with provision for the external connection terminals to perform all vector groups (star-delta,delta-star etc.) 19 Anderson bridge to measure unknown inductance: Study :To Find To Find Unknown Inductance Technical specifications: Power Supplies: Built In DC Power Supplies Fixed. Operated on Mains power 230V, 50Hz +10% Sine Wave Generator:0-1KHz Sine Wave Oscillator Null Detector: galvanometer /multimeter. Components are mounted on the panels are: Four Decade of Resistances by Band Switch Selectable. Three Decade of Resistance by Band Switch Selectable. Three Different Values of Unknown Inductance. Three Different Values Capacitance by Band Switch Selectable. •Instruction manual. •Connections are brought out through 4mm Sockets. • Adequate Patch Cords 4mm.Having sensitive head phone and voltage measurement terminals to detect null condition. 20 Single phase & Three phase electronic (digital) energy meter: i) Energy meter:-Digital type, single Ph, 5Amp, 250V.,Energy meter:-Digital type, (ii) Energy meter:3Ph, 15Amp, 440V ; Meter should register and display TOD: Maximum demand; KVA; KVAr; KW; p.f; voltage ; current(iii) resistive load box 10A per phase to connect single phase & 3-phase load. 21 Analog Oscilloscope (20MHz Dual Trace ) with Component Tester: Operating mode-Channel1, Channel2, Channel1&2 alternate/ chopped(approximately 350KHz) X-Y(Ratio 1:1 Input via CH2), Add/Sub, InvertCH2. Vertical deflection identical for both channels, Band width-DC- 20MHz(-3dB)DC-28MHz(-6dB), deflection cofficient-12 calibrated steps 2mV/cm-10V/cm(1-2-5 sequence Accuracy-±3%, input impedence-1MΩ||25pF.,input coupling-DC-AC-Gnd, input voltage- Max400V(DC+PeakAC), time cofficient-18calibrated steps,0.5μs/cm-0.2s/cm(1-2-5 sequence) withmagnifierX5to100ns/cm, with variable controltol 40ns/cmHold-Off-±3%(incalibration position).Stabilized power supply-All operating voltages including the EHT.minus voltage-230V,50Hz,Minusluctuation-±10%(maximum),power consumption-41VA (Approximately, operating temp-0-40°C,90%RH,Apair of probes and manual for the Oscilloscope. N.B.:Repair and calibration facility of the instrument should exist within India 22 Dual channel Digital Storage Oscilloscope 50 MHz.: Digital Storage Oscilloscope ( 50 MHz) 1) No. of Channels : 2 2) Bandwidth : 50 MHz. ( upgradable upto 1 GHz ) 3) Maximum Input : 300 Vrms, 400 V peak 4) Timebase Range : 5 nsec. to 50 sec/div 5) Input sensitivity range : 1 mV/div – 5 V/div 6) Trigger System : Edge , Pulse Width , Pattern , Duration , Video 7) Sampling Rate : 2.5 GSa/s on each channel, 5 Gsa/s on Half Channel. 8) Memory Depth : 4 Mpts. ,Standard segmented memory upto 1000 segments. 9) Waveform update Rate : 1,000,000 waveforms / sec 10) Calculated Rise Time : ≤ 3.5 ns 11) Segmented Memory : To capture selected segments of the waveform. 12) Automatic Measurement : Upto 38 parameters 13) Built in waveform generator : Optional for Sine, Square, Pulse, Ramp,Sine, Cardiac,Gaussian Pulse, Cardinal, Noise, DC and AM, FM, FSK Modulation. 14) Display System: 8.5 inch Capacitive Touch Screen 15) Built in interface : USB 2.0 high speed device, Optional LAN ,GPIB and XGA output.16) 8-digit Counter & Totalizer : Available but Optional N.B.:Repair and calibration facility of the instrument should exist within India; Warranty: atleast 5years 23 C.T. & P.T. testing trainer kit: C.T. testing trainer kit - To determine Ratio error (in %), Phase angle error (in min), CT rate for 5A & 1A with Burden box. , separate terminal to connect P.T, polarity check indicator , range selector switch. 24 Training kit for study of Kirchhoff’s Current & Voltage Law: Kit must be equipped with necessary resistors, voltmeters, ammeter and inbuilt variable power supply.On board test points to observe signals,On board schematic diagram, Flexibility of making circuit connections, Light weight & compact DC Power Supply (±12V, ± 5V) 25 Series parallel resonance of R-L-C ckt.: Kit for Series parallel resonance of R-L-C ckt: The Set-up consist of Power supply, audio oscillator with digital readout, digital RMS meters and different number of inductors (smoothly variable), capacitors, Rheostat, Ammeter & Voltmeters. The boards should be user friendly and support self learning through flexibility of making circuit connections. Schematic diagrams on the boards provide easy understating of the concepts. . Scope of Learning: Study of resonance in series RLC circuit, Study of resonance in parallel RLC circuit 26 Training kit for design of parallel resonance circuit: Trainer kit must be provided with variable resistances and capacitances for the design purpose of parallel resonance circuit with a particular cut of frequency ( 1 KHz to 1 MHz). Inbuilt ac power supply with variable frequency generator upto 1 MHz. Indication for current and voltage output. Other necessory accessories. 27 Training kit for design of series resonance circuit: Trainer kit must be provided with variable of resistances and capacitances for the design purpose of series resonance circuit with a particular cut of frequency ( 1 KHz to 1 MHz).Inbuilt ac power supply with variable frequency generator upto 1 MHz. Indication for current and voltage output. Other necessory accessories. 28 Training kit for verification of- a) Superposition theorem. b) Thevenin’s theorem. c) Norton’s theorem. d) Maximum power transfer theorem.: The trainer kit should help to studies different types of network theorems like superposition theorem,Thevenins theorem,Maximum power transform theorem,Nortons theorem etc. The trainer kit must be completed with Indicator for power on switch. Fixed 5v dc power supply.Two nos. variable DC power supply. Two nos. resistive potentiometer(POT). Differnt values sets of Resistances. Digital DC voltmeter, DC ammeter,Complete operating manual, Connecting wires , patch cords, etc. 29 Display board containing sample of different types of Overhead Conductors, Underground Cables.: A complete set of for different types of cables (PILC, PVC, FRLS & XLPE) using HV (6.6kV) & LV (415V) system ; ACSR conductor, to be encapsulated in a 4 mm glass envelope. 30 Sample of different types ofLine supports and Line Insulators.: A complete set of for different types of insulator using HV (6.6kV) & LV (415V) system to be encapsulated in a 4 mm glass envelope. (PIN, SUSPENSION,EGG, STRAIN, and SHACKLE Type). 31 AC distributor simulator: TRANSMISSION LINE TRAINER CONSIST OF:- 100 KM X 3 SIMULATED 1 PHASE TX LINE BLOCK at the end of each block short is possible all digital meters at the receiving end, microprocessor controlled multifunction multi-display unit with rs485 & rs232 interface, for at a time 15 parameter display on pc ( pc included in the system with proper interface along with necessary cables, connectors & soft ware). parameters:- phase voltage (l-l,l-n), phase current, frequency, phase power factor, phase angle, phase active, reactive and apparent power, apparent energy (kvah), active energy (kwh) import and export, reactive energy (kvarh) import and export, system voltage & system current, kva,kvar and kw, neutral current, current demand and max current demand, kva demand and max. etc loading provision for total 1kva –load of variable separate inductive, capacitive & resistive load bank. provission for determination of abcd parameters ferranti effect at end points at no load.back light illuminated mop sheet panel. high quality patch cord. 32 Experimental set up for load test of 3 phase 2 HP Induction Motor : 2 HP 415 V, 1440 r.p.m. 3 phase induction motor with belt- pulley and spring balance arrangement for load test. Necessary panel consisting meters and accessories to be included. Voltmeter MI 0-500 V, Ammeter MI 0-5 A, digital Wattmeter (0-5 A, 0-300/600V)2 Nos. 33 Three phase, 415 V, 2HP SYNCHRONOUS MOTOR with excitation control: 3 ph, 415 V, 2HP Synchronous Motor coupled with D.C. shunt Generator (2 KVA, 220 V , 1500 R.P.M.)/ damper winding. Including supply of necessary meters like p.f. meter,DC ammeter, AC ammeter AC voltmeter etc, equipments, accessories, cables and connectors etc. 34 Slip ring I/M 3 hp,400v,1500 rpm to determine effect of rotor resistance on T/S curve: a) Belt- pulley and digital spring balance arrangement for load test. b) Voltmeter MI 0-500 V c) Ammeter MI 0-10 A; c) Rotary variable resistor 35 The direct load test on 1 HP single phase induction motor to determine the efficiency and speed regulation for different loads.: Single phase ph, 230V, 1 HP induction motor with suitable capacitor for Capacitor start Induction motor with belt- pulley and spring balance arrangement for load test. Provision for reverse rotation of the motor externally to be included.Necessary panel consisting meters and accessories for OC and SC test to be included. 36 Speed Control of the steppermotor with reversing facility: Kit should contain necessary DC power supply and connecting cords / connectors. With suitable Hardware and related software. 24-36 V Bipolar Hybrid, Single Shaft Stepper Motor, 0.83Nm Holding Torque, min 6.35mm Shaft Diameter, 2 Phase Stepping System with Suitable Driver Board. 37 A.C.Motor Drives (variable voltage variable frequency) : Set up will include the following: i) Control panel having three phase Variable Frequency Drive (VFD) using IGBT/MOSFET to control voltage & frequency (V/f constant) of the input to the motor. ii) Provision of digital display of motor speed, frequency, input supply voltage, output load voltage & load current. iii) Sockets & Patch cords to make all connections. iv) Instruction manuals for students’ demonstration. v) Installation & commissioning is included. 38 Relay testing kit withrelay to test neumerical/ static over current (Industrial grade) : The panel comprise of 1. Numerical Overcurrent relay with directional facilities. Make: Preferably Simence/ Schneder/ equivalent. 2. a) Current injection set to test the above relay. b) Varriable supply of all the phases. Terminals should on the panel with necessary patch cords so as facilitate to test over current and directional element separately. c) Digital ammeter, voltmeter, elapsed time measurement facilities. • Necessary patch cords should be provided. • Original relay manual with test certificate should be provided. • Experimental manual to obtain characteristic curve should be provided. • Stand alone Installation, testing and commissioning are also included. 39 Current differential relay , IDMT type 3 phase transformer with fault creation arrangement .: * Over (IDMTL Electro-Mechanical Type , Model DDT or equivalent) Current Relay, * Auxiliary Relay, * Counter /Timer, * D.W. Transformer, * Variac, * Knife Switch, * DC power supply for DC auxiliary relay and over current relay, * Portable Ammeter. Necessary panel for the complete set up with wooden (teak wood) table (4x3x2.5) 40 Testing of Directional Over Current Relay (DOCR) [ Industrial grade]by Relay Testing Kit.: 3-phase adjustable Current and Voltage injection set for testing Over current Relay, over/under Voltage Relay, (including directional element,), Time interval Meter, etc along with the followings: *Directional Over Current Relay (Electro-Mechanical Type Relay, Model No CDD-21 or equivalent), * Auxiliary Relay, * Counter /Timer, * D.W. Transformer, * Variac, * Knife Switch, * DC power supply for Dc auxiliary relay and directional over current relay, * Portable Ammeter.Necessary panel for the complete set up with wooden (teak wood) table (4x3x2.5) 41 Simulator fordifferential protection scheme for transformer with power system simulation kit.: Simulator should consistsof relevant source and fault creation arrangment, transformer industrial gradeneumerical differential relay. 42 IDMT type over current/ earth fault relay trainer kit.: Earth Fault (IDMTL Electro- Mechanical Type , Model CDG-11 or equivalent) Relay, * Auxiliary Relay, * Counter /Timer, * D.W. Transformer, * Variac, * Knife Switch, * DC power supply for DC auxiliary relay and the relay, * Portable Ammeter.Necessary panel for the complete set up with wooden (teak wood) table (4x3x2.5) 43 Kit for demonstrating the operation of single phasing preventer by creating single phasing fault of a 3-ph induction motor with D.O.L. starter. : Kit for demonstrating the operation of single phasing preventer by creating single phasing fault of a 3Ph, induction motor. The motor wiil be three phase 1 HP, 415V AC squirell cage induction motor with motorinduction motor with D.O.L. starter 44 Pyranometer with Shading ring facility: Pyranometer with Shading ring facility: - Response time (95%) - < 1s, -Directional error (up to 80 ° with 1000 W/m2 beam) - < 10 W/m2, - Temperature dependence (-30 °c to +70 °c) - -0.15%/ °c, - Sensitivity – 60 to 100 µ v/W/m2, Impedance–50Ω, -Spectral range (50% points) – 400 to 1100 nm, -Typical signal output for atmospheric applications – 0 to 100 mV, -Maximum irradiance – 2000 W/m2, -Detector – Silicon photo-diode. One revolving platform for irradiance measurement at different tilt angle with Pyranometer fixing. Instruction manual and Commissioning of the instrument is included. 45 Complete set up of Poly crystalline silicon PV Cell to measure the cell parameters – O.C. voltage (Voc), Short circuit current (Isc), Voltage-Current-Power at Maximum Power point (Vmp, Imp, Mpp), Fill factor, Efficiency.: Complete set up of Poly crystalline silicon PV Cell with facility to measure the cell parameters – O.C. voltage (Voc), Short circuit current (Isc), Voltage-Current-Power at Maximum Power point (Vmp, Imp, Mpp), Fill factor, Efficiency and draw I-V characteristics of cell. Set up components – Poly crystalline Solar Module (12V, 5Wp), holding structure, Controller (12V, 5Wp), Halogen Lamp and holding structure with variable light intensity on cell and temperature measurement facility of cell, Battery, Necessary Voltmeter, Ammeter, Electrical Load, Wiring and cabling. Installation & commissioning of set up is included. 46 One piece Flat plate collector with complete set up and measuring facility of temperature, flow, pressure: One piece 100 LPD Flat plate collector with complete set up and measuring facility of temperature, flow, pressure, thermal efficiency. We have mentioned system specification; the specification of individual component should be given for evaluation purpose. 47 Box type solar cooker with varying reflector: Box type solar cooker with varying reflector: - BODY – F R P body, dimension (L x W x H) – 23 x 23 x 9”. - Reflector Material – Mirror Glass, 4 mm - 04 Nos. Aluminum container covered with Toughened Glass- 4mm, - Plane glass- 4 mm, - Insulation materials- glass wool. - In built Analog temperature meter. 48 Complete set up to measure thermal performance of a solar water heating system: Solar water heater comprises of • Flat plate solar collector. (2meter X 1meter) fitted with copper fins and tubes. • 50mm thick PUF insulated ceramic coated hot water solar tank with 100 Lts capacity. • M. S painted structure for solar water heater. • Inner connection pipe, bolt, nuts. 49 400W Small Wind Turbine (SWT) system to generate electricity: Demonstrative model of wind battery charger consisting of following. i) 12Volts, 400 Watt Wind mill ii) Battery iii) Pedestal fan for artificial wind generation iv) Anemometer of standard quality v) Wiring materials, lugs, ties etc. vi) Measurement of power generation facility. vii) Connection of Electrical load at the output. We have mentioned system specification; the specification of individual component should be given for evaluation purpose. Necessary installation & commissioning of the complete setup is included. 50 Complete set up of 40 Watt, 12 V DC solar street lighting system for student demonstration. Necessary components with installation are required.: Supply of Polycrystalline solar PV Module - 75 Wp under STC;Rechargeable Battery - Minimum 12.8V, 30 AH capacity Lithium Ferro Phosphate battery with required MPPT Solar Charge Controller cum Inverter;Light Source - White light emitting diode (W-LED) 18 Watt, W-LED luminaire. Pole height 2.5 m adjustable above the ground level. The set up should be suitable for students’ demonstration. 51 Set up to test the variation of R, C in R and RC triggering circuits on firing angle of SCR and observe the firing angles with R,C variation.: SCR Firing Circuit R, RC , UJT , DC bias triggering. • In built IC based DC regulated fixed power supply +12VDC/150mA & 9VAC. • One variable power supply 0-2VDC /150mA for DC triggering. • SCR 2P4M based circuit. . • On board lamp holder. • Circuit diagram printed on front panel & important test points brought out on front panel. • Power requirement: 230 VAC +10%, 50Hz Standard Accessories: 6 Volt / 1/4 W lamp, Patch Chords & Instruction Manual. 52 Set up to determine the firing angle using DIAC and TRIAC phase-controlled circuit on output power under different loads such as lamp, motor and observe the firing angles and load voltage in CRO.: Kit to study basic VI characteristics of TRIAC and DIAC * Consists of one no. BTA12 TRIAC with heat sink. * LM723 based 20V DC power supply for gate voltage. * One no. potentiometer used to vary the gate current. * 0 - 50V DC variable power supply for voltage variation. * One no. potentiometer to vary the Vmt1, mt2 . One no. high wattage fixed load resistor * One no. toggle switch to ON/OFF gate voltage. * Two no. DC ammeter, voltmeter / multimeter provided to measure device parameters. * 230V AC input. Power ON/OFF switch with indication. * All components should mounted on a screen printed PCB fixed on a nice 53 Set up to perform speed control of DC series / DC separately excited motor using SCR and observe the speed in digital meterand firing angles in CRO: D.C. SERIES MOTOR SPEED CONTROL TRAINER (SCR DRIVER) KIT: DC. Series Motor for operation at different speed using a Half Controlled Bridge Converter circuit using SCR with a free wheeling diode and to note Speed vs. Load Characteristics at open loop conditions. This Unit should consist of DC Series Motor (½ HP) coupled with a (i) DC Shunt Generator (¼ HP) for Loading and (ii) A DC Tacho generator to be used for speed feed control. A DC Meter must be provided for displaying the speed of the motor from the Tachogenerator. Meters must be provided for DC motor current and voltage measurements (AE make, panel type or Digital) Analog Controller for the above dc Series motor under closed loop control using dc tachogenerator feedback Using PID Control Methods. Sheet Metal enclosure with powder coating paint must be provided 54 Set up to perform speed control of 3-phase Induction motor using PWM inverter. Interpret speed-torque characteristics. Use variable voltage variable frequency drive.: To understand the concept of TRIAC firing method & working of speed control of motor using TRIAC by two different firing circuits methods. It contains inbuilt power isolation circuit to observe high voltage output signal on any Oscilloscope. This platform is provided with inbuilt AC/DC power supplies & exhaustive learning material.Features: Built in AC/DC Power Supply. On board two firing circuits. Firing angle control: 0 to 180 degree. Isolation between SCR power circuit and firing circuit. 2 Year Warranty. ScopeofLearning: To study speed control of AC Motor using DIAC Triac firing scheme. To study speed control of AC Motor using Ramp & padestal firing scheme. On board firing circuits :DIAC firing circuitRamp & Pedestal firing circuitPulse transformer :PT4502, 1:1Mains Supply:220V, 50 Hz. Universal motor:Single Phase-1 / 8 Hp specifications: Dimensions (mm):W 420 x D 255 x H 100 . Weight:1 Kg. (approximately). Operating Conditions:0-40C, 85% RH. Included Accessories :BNC – BNC cable:1 no. Mains cord:1 no. AC Motor:1 no. Learning material (CD):1 no. Learning material:CD (Theory, procedure, referenceresults, etc), Technical SpecificationsSpeed Control of AC motor using TRIAC. 55 Set up to measure the output voltage of chopper for resistive load by varying the frequency and /or duty cycle of chopper.: Set up will include the following: i) Experiments on different chopper configuration (Type A, B, C, D, E chopper) using SCR with a provision of variation of duty cycle of chopper in each case. ii) Loading arrangements up to 10A with resistive(R) & resistive–inductive (R-L) load. iii) On board SCR firing circuit. iv) Provision of digital display of Input supply current, Output load voltage & Load current. v) Provision of Test points to check the waveforms of Input supply current, Output load voltage, Load current and SCR firing pulse in CRO. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 56 Set up to measure change of speed of given D.C. series motor by varying armature voltage using step down chopper.: Set up will include the following: i) Class – A chopper using SCR for speed control of DC series motor. ii) Loading arrangements with 1HP, 220V DC series motor. iii) On board SCR firing circuit iv) Provision of Test points to check the waveforms of Input supply current, Output load voltage, Load current and SCR firing pulse in CRO. v) Provision of digital display of motor speed, output load voltage & load current. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 57 Set up to measure change of speed of the given D.C. separately excited motor by varying voltage using step down chopper.: Set up will include the following: i) Two quadrant chopper using SCR for speed control of DC separately excited motor. Both Motoring mode & Regenerative braking operation of motor are included. ii) Loading arrangements with 1HP, 220V DC separately excited motor. iii) On board SCR firing circuit iv) Provision of Test points to check the waveforms of output load voltage, load current and SCR firing pulse in CRO. v) Provision of digital display of motor speed, output load voltage & load current. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 58 Set up to control the speed of theseparately exited DC motor by changing the firing angle of SCR using single phase full converter and measure the speed.: Set up will include the following: i) Single phase full controlled bridge rectifier using SCR for closed loop speed control/ open loop control of 1HP separately exited D.C. motor. ii) Loading arrangements with 1HP, 220V DC separately excited motor. iii) On board SCR firing circuit. iv) Test points are to be provided to check the waveforms of input voltage, output load voltage, load current and SCR firing pulse in CRO. v) Provision of digital display of motor speed, output load voltage & load current. vi) Sockets & Patch cords to make all connections. vii) Instruction manuals for students’ demonstration. viii) Installation & commissioning is included. 59 Set up to control the speed of a single-phase capacitor split phase induction motor using DIAC –TRIAC circuit and facility to measure speed.: Set up will include the following: i) DIAC, TRIAC, 1HP single-phase capacitor split phase induction motor. ii) Other required components to control the speed of the motor using TRIAC with firing circuit using DIAC. iii) The components should be placed in a kit with their terminals out for connection using patch cord. iv) Provision of digital display of motor speed, input supply voltage, output load voltage & load current. v) Sockets & Patch cords to make all connections. vi) Instruction manuals for students’ demonstration. vii) Installation & commissioning is included. 60 Set up to control the speed of a DC motor using DC drives and microcontroller.: Set up will include the followings:i) 8051 microcontroller kit with interfacing connector and cable to dc motor driver, 8051 programmer, LCD display and power supply. Ii) USB 8051 programmer with software. Iii) 100W DC motor; iv) dc motor with bidirectional motor control. Required connector for drive compatible with microcontroller kit. v) Driver, LCD display and other interfacing cable. vi) separate LCD display with connector compatible with microcontroller kit; vii) Socket and patch cords to make all connections. viii) Instructional mannual for students demonstation. ix) software installed in PC & commissioning of the motor drive with microcontroller kit included. 61 Experimental setup for Dielectric Strength test set for transformer oil: Dielectric strength test set for transformer oil Automatic motor operated breakdown voltage tester of TRANSFORMER OIL: Breakdown voltage : 0-60KV, vertical panel mounted with voltmeter, glass cover encapsulated, test cup and gap measuring gauge. 62 Stroboscope gun: Stroboscope use high intensity XENON tube. LCD display with back light. Stroboscope range : 100 to 10,000 RPM. External trigger for stroboscope. Photo tachometer range : 10 to 99,999 RPM. Photo tachometer use the laser light beam. power supply via external AC/DC adapter included 63 Experimental kit of diffentiator and integrator using IC 741. : Experimental set up of diffentiator and integrator using IC 741. Offset voltage null facility should be provided.Test facilities to check input output wave using CRO. Kit should be comprises of Signal generator having triangular, square and sinusoidal wave should be provided along with the set up. 64 Experimental kit for Instrumentation amplifier using IC 741. : Experimental set up for Instrumentation amplifier using IC 741. test facity to measure and observe input, intermediate and output voltage, wave form. 65 Training kit for 8051 Microcontrollerhaving facility to interface with PC: 8 BIT EMBEDDED MICROCONTROLLER TRAINER FEATURES • Single board design with various resources • Excellent training platform for embedded applications • Software development tools include assembler and ‘C’ compiler • Easy adaptability to different versions of microcontroller in the same family SPECIFICATIONS • Experimental board for 40 pin MCS51 and AVR family of microcontrollers • In-system programming (ISP) facility for many microcontrollers • Double RESET signal with manual key • Crystal frequency: 11.0592MHz • On-board RS232 compatible serial interface terminated in a 9 Pin D female connector • 4×4 matrix keyboard • 16×2 alphanumeric LCD connector (4-bit interface) and trimmer for contrast adjustment • Four 7-segment LED displays • I2C EEPROM (24Cxx) • Real time clock (DS1307) with lithium battery and SRAM • 8-high current output port (500mA) for driving external loads • Two 12V sugar cube relays • Continuous tone piezo buzzer • Temperature sensor socket with thermostat functions • Four 8-bit A/D converter, one 8-bit D/A converter provided by PCF8591 • All port-pins available on 10-pin box header • 8 LEDs for easy logic state monitoring • 8 input trigger switches using 8 push buttons • ISP programming with Flash ISP for AT89S51/52/8252/AVR • Infrared remote control receiver module IC supported • P89V51RD2BN • AT89S52 Installable software on CD • Programmers notepad : Free, open source, text editor • Flash ISP programmer software for 89SXX • Bascom basic compiler (demo version) • MIDE-51: An IDE for MCS-51 microcontroller • WinAVR : open source C compiler for AVR • Sample programs for peripherals DC 12V/500mA output power supply EXPERIMENTS • Study of LED blink • Study of dancing light • Study of LCD display • Study of LCD-keyboard display • Study of 7 –segment display • Study of RC5 remote control test program 66 Setup for run and test Speed Control of a D.C. motor and note speed vs. Load characteristics at open loop condition using 8051 microcontroller kit and interfacing with PC.and also haveb)8051 microcontroller having facility ofstand alone operation.: Motor control interface card should have---- Motor Driver Unit, Interfacing Cards,Terminal connectors 20 - pin FRC Box Connectors, cables.8051 Micro Controller Kit DC Motor spec: Voltage 6.0V (Range: 1.5-12.), Speed: 2,700 rpm, Current: 0.02A, Torque: 5.88 mN. M; 67 Setup forrun and test Traffic light Control with 8051 microcontroller kit and interfacing with PC.and also haveb)8051 microcontroller having facility ofstand alone operation.: Microcontroler : Intel 80C51 Operating at 12 MHz Memory : -32 KB Onboard User Program Memory -12 KB Battrey Backed Up User program Memory -16 KB Battrey Backed Up User Data Memory Display : 40 Characters X 2 Lines LCD Display Keyboard : ASCII Keyboard Timer Counter Chip : 8253; 2 Counters available for User PPI : Two 8255 chips giving 48 TTL I/O Lines All Signals Terminated on 2 26 Pin FRC Connectors Serial Port : RS-232 Compatible serial port using 8250; signals treminated on a 9-pin D-type connector Expansion Bus : All address data & control bus brought out on 50 pinFRC connector for expansion Study Card Support : Dyna Series study cards support on this connector. All programs for study cards included in monitor program Modes Of Operation : -Introgation Mode : For interactive dialog with system -Assembler Mode : Line Assembler inbuilt in monitor helps you assemble programs directly -Single Step Mode : This mode is useful for Single Stepping inserting / removing breakpoints and debugging Software : – Powerfull Monitor Software with standard commands like move, fill, display/modify registers, execute Program, upload /download etc. – Single line assembler / dis-assembler.
Contract Date: Apr 08, 2025 Contract Value : ₹ 46.16 Lakh
Government Departments No of Bidders 7
West Bengal View Result →
15.
Science and Technology #5836550 AOC
Bids Are Invited For Surveying ( Vol- 1 ) By - B.C. Punmia , Surveying ( Vol- 2 ) By - B.C. Punmia , Surveying Vol 1 By - Duggal , Engineering Materials By - Rangwala , Applied Stress Analysis By - Sadhu Singh , Strength Of Materials By - S. Ramarutham , Structural Analysis-I By - S S Bhavikatti , Structural Analysis- Ii By - S S Bhavikatti , Structural Analysis By - Hibbeler , Highway Engineering By - Justo & Khanna , Flow In Open Channels By - K. Subramanya , Building Construction By - Sushil Kumar , Building Constructions By - B.C. Punmia , R.C.C. Design By - B.C. Punmia , Reinforced Concrete Design By - Pillai , Basic And Applied Soil Mechanics By - Gopal Ranjan , Soil Mechanics And Foundation Engineering By - B.C. Punmia , Engineering Hydrology By - Subramanya , Irrigation Engineering And Hydraulic Structures By - S.K.Garg , Hydrology, Flood Control & Ground Water Engg. By - S.K.Garg , Introduction To Enviromental Engineering By - Masters , A Text Book Of Railway Engineering By - Saxena, Arora , Airport Planning And Design By - Sk Khanna, Mg Arora , Airport Engineering By - Sc Saxena , Bridge Enginnering By - Ponnuswamy S. , Design Of Bridges By - N Krishna Raju , Soil Mechanics And Foundation Engineering By - Kr Arora , Environmental Engg By - Basak , Design Of Concrete Structure By - Nk Raju , Design Of Reinforced Concrete Structures By - N Subramanian , Irrigation Engineering By - Basak , Irrigation And Water Power Engg. By - B.C. Punmia , Construction Planning And Management By - Gahlot, Dhir , Construction Project Management By - K K Chitkara , Surveying & Levelling By - Basak , Prestressed Concrete By - N.K.Raju , A Textbook Of Engineering Mechanics By - R S Khurmi , Engineering Drawing By - N. D. Bhatt , Engineering Thermodynamics By - Nag , Manufacturing Practices By - R.K Singal , Workshop Technology And Practice By - Dubey, Nirani Sahu , Workshop Technology Question And Answer By - Balbir Singh , Welder Question And Answer By - Balbir Singh , Fitting Siddhant By - Balbir Singh , Applied Thermodynamics By - R K Rajput , A Textbook Of Thermal Engineering By - Khurmi, J K Gupta , Design Of Machine Elements By - Bhandari , Shigleys Mechanical Engg. Design By - Budynas , Heat And Mass Transfer By - Nag , Heat And Mass Transfer By - Cengel , Engineering Mechanics -Tp By - S S Bhavikatti , Engineering Mechanics By - A K Tayal , Vector Mechanics For Engg. -Statics & Dynamics By - Beer , Internal Combustion Engines By - Ganesan , Ic Engine By - R K Rajput , A Textbook Of Refrigeration And Airconditioning By - Khurmi, Gupta , Operations Research: An Introduction By - Hamdy A. Taha , Operations Research By - P.K.Gupta, D.S.Hira , Operation Research By - R Pannerselvam , Introduction To Operations Research By - Hillier, Lieberman , Automobile Engineering By - R K Rajput , Automobile Engineering 1+2 By - Kirpal Singh , Automobile Engineering By - A K Babu , Nags Power Plant Engineering By - Nag, De, Sudipta , Power Plant Engineering By - R K Rajput , Theory Of Machines By - Rattan , A Textbook Of Theory Of Machines By - Khurmi, J K Gupta , Principles Of Management By - Tripathi , Total Quality Manageent By - K. Shridhart Bhat , Energy Conservation And Management By - Kv Sarma , Fundamentals Of Jet Propulsion With Applications By - Ronald D.Flack , Total Quality Manageent By - D.R. Kiran , Fibre Optics And Optoelectronics By - R. P Khare , Wireless Communications By - Rappaport , Satellite Communication By - D.C. Agrawal , Cmos Analog Circuit Design By - Phillip E. Allen, Douglas Holberg , Basic Electrical Engineering By - Rohit Mehta , Digital Signal Processing By - Proakis , The 8051 Microcontrollers & Embedded Systems, By - Mazidi , Linear Control System By - B.S.Manke , Probability, Random Variable And Stochastic Process By - Papoulis , Solid State Electronic Devices By - Streetman , Semiconductor Physics And Devices By - Neamen , All-In-One Electronic Simpli?Ed By - A.K. Maini, , Digital System Design Using Vhdl By - R. Anand, , A Vhdl Primer By - Bhasker , Signals And Systems By - A. Anand Kumar , Signals And Systems By - Tarun Rawat , Signals And Systems By - Rishabh Anand , Principles Of Signal Processing And Linear Systems, By - B.P. Lathi , Networks And Systems By - Asfaq Hussain , Circuits And Networks By - Sudhakar , Networks And Systems -Tp By - D. Roy Choudhary , Modern Digital And Analog Communication Systems By - B.P Lathi , Analog Electronics By - A.K. Maini , Microprocessor Architecture By - Ramesh Gaonkar , Microcontrollers By - Rajkamal , Electromagnetic Fields & Waves By - R.L. Yadava , Electromagnetic Waves By - Shevgaonkar , Computer Fundamentals -Tp By - B. Ram , Digital Signal Processing, By - Salivahanan , Digital Signal Processing By - A.Anand Kumar , Computer Networks By - M. Dave , An Integrated Approach To Computer Networks By - Bhavneet Sidhu , Telecommunication Switching System And Networks By - Viswanathan , Power System Analysis By - Grainger , Modern Power System Analysis By - Kothari , Wind And Solar Power Systems By - Mukund R. Patel , Renewable Energy Integration By - Jahangir Hossain, Apel Mahmud , Power System Protection & Switchgear By - Badri Ram , Fundamental Of Power System Protection By - Paithankar Y.G , Principle Of Electromagnetics By - Matthew Sadiku , A Course In Electrical Engineering Materials By - Sp Seth , Modern Manufacturing And Management Practices By - Ab Kar , Internet Of Things : A Hands On Approach By - Bahga & Madisetti , Electrical Machines I By - Gc Garg , Electric Machines By - Kothari , Principles Of Electrical Machines By - Rohit Mehta , Problems And Solutions Of Electrical Circuit Analysis By - R.K. Mehta , Electrical Machines Ii By - Gc Garg , The Performance & Design Of Alternating Current Machines By - Say , Principle Of Electrical Machine Design With Computer Programs By - S.K. Electrical Machine Design With Computer Programs By - S.K. Sen , Power Electronics By - V.R.Moorthi , Power Electronics, By - Rashid , Electrical Power Systems -Tp By - C.L. Wadhwa , Control System Engineering -Tp By - Nagrath & Gopal , Electrical Power Generation, Transmission And Distribution By - Singh S.N. , Electrical Power Generation By - Tanmoy Deb , Hvdc Power Transmission System -Tp By - K. R. Padiyar , Introduction To Fuzzy Logic Using Matlab By - Sivanandam, Sumati, Deepa , High Voltage Engineering -Tp By - C.L. Wadhwa , Introd. To Neural Network With Matlab By - Sivanandam S N , Fundamentals Of Electrical Drives By - Dubey , Universal English ( In Twenty First Century ) By - P. Prasad , Effective Technical Communication By - Bharti Kukreja , Effective Communication Skills By - Bhupender Kaur , Professional Communication By - Ravee Tripathi , The Functional Aspects Of Communication Skills By - P. Prasad , A Text Book Of Engineering Chemistry By - Rajshree Khare , A Textbook Of Optics By - Brijlal, Subrahmaniyam , Optics By - Ajay Ghatak , Introduction To Quantum Mechanics, By - D.J. Grifths , Introduction To Electrodynamics By - David Grifths , Engineering Mechanics By - M.K.Harbola , Introduction To Mechanics By - M.K.Verma , Principle Of Mechanics By - Synge & B.A. Grifths , Mechanics By - J.P.Den Hartog , Vibration And Wave In Physics By - I.G. Main , The Principle Of Vibration And Wave By - H.J.Pain , Nta Csir Ugc Net / Set Physical Sciences By - Arihant , Higher Engineering Mathematics By - H K Dass , Elementary Engineering Mathematics By - B.S. Grewal , Strength Of Materials By - B.C. Punmia , Strength Of Materials By - R K Bansal , Materials Science And Engineering By - R.K Rajput , Materials Science And Engineering By - P.S Gill , Materials Science And Engineering By - K.M.Gupta , Materials Science And Metallurgy By - O.P.Khanna , Engineering Chemistry By - Shashi Chawla , Waste Electrical And Electronic Equipment Handbook By - Goodship, Stevels, Huisman , Workshop Practice By - Swarna Singh , Workshop Technology Vol. 1, 2 By - Hazra, Chaudhary , Workshop Technology Vol. 1 By - B S Raghuwanshi , Workshop Machine And Tools By - B S Raghuwanshi
Contract Date: Ref. Documents Contract Value : ₹ 14.99 Lakh
Government Departments No of Bidders 4
Bihar View Result →
16.
Educational and Research Institute #5152821 AOC
Supply Of Library Books, Journals, E-Journals, Magazines And Software Supply Of Library Books, Journals, E-Journals, Magazines And Software Under Up Gradation And Strengthening Of Library In Polytechnics. , Strengthening Of Internet Connectivity In Polytechnics, Hardware Components , Building Construction , Surveying And Levelling , Surveying Volume I , Surveying Volume Ii , Building Materials , Geotechnical Engineering , Soil Mechanics And Foundation , Fluid Mechanics And Hydraulic Machines , A Textbook Of Advanced Surveying , Theory Of Structures , Building Planning And Drawing , Irrigation And Water Power Engineering , Engineering Hydrology , Transportation Engineering , A Textbook On Railway Engineering , Design Of Steel & Rcc Structures , Limit State Design Of Reinforced Concrete , Handbook Of Solid Waste Management , Pavement Evaluation & Maintenance Management System , Sewage Disposal And Air Pollution Engineering , Project Planning, Analysis, Selection ,Implementation & Review , Rural Development Principles, Policies And Management , Amc Indian Journal Of Civil Engineering (5 Years, 10 Issues) , Ijace (5 Years, 10 Issues) , International Journal Of Civil Engineering And Construction (5 Years, 10 Issues) , International Journal Of Geological & Geotechnical Engineering (5 Years, 10 Issues) , Mechanical Engineering , Mechanics Of Materials , Shigleys Mechanical Engineering Design , Fundamentals Of Thermodynamics , Machinerys Handbook , Introduction To Robotics: Mechanics And Control , Machine Design , Engineering Mechanics: Dynamics , Fluid Mechanics , Materials Science And Engineering: An Introduction , Control Systems Engineering , Fundamentals Of Fluid Mechanics , Steel Design , Heat And Mass Transfer Data Book , Automotive Engines 8Th Edition, Diagnosis Repair And Rebuilding , Basic Machines And How They Work, Revised Edition, Prepared By The Naval Education And Training Program Development Center. , 507 Mechanical Movement , Make: Mechanical Engineering For Makers, A Hands-On Guide To Designing And Making Physical Things , Automobile Engineering , Theory Of Machines , A Textbook Of Thermal Engineering (Si Units) , A Textbook Of Strength Of Materials (Mechanics Of Solids) , Automobile Engineering Vol.-1 And 2, New Edition , The Automotive Chassis: Components Design (Vol - 1) , The Automotive Transmission Book , Design Of Transmission Systems , Electric And Hybrid Vehicles , Automotive Air-Conditioning And Climate Control Systems , Engineering Metrology , Automotive Engineering Series Wheels And Tyres , Troubleshooting And Repairing Diesel Engines , Automobile Maintenance Service And Repair , Fluid Mechanics And Hydraulic Machines , The Automotive Body: Components Design (Volume - 1) , The Automotive Body: System Design (Volume - 2) , Cad/Cam: Principles And Applications , Automobile Design , Manufacturing Technology Volume1 , Manufacturing Technology Volume2 , Strength Of Materials , A Textbook Of Thermal Engineering , Automotive Mechanics , Engineering Metrology , Fluid Mechanics And Machinery Laboratory Manual. , Fundamentals Of Hybrid And Electric Vehicles , Electric And Hybrid Vehicles , Automobile Electrical And Electronic Systems , Automobile Mechanical And Electrical Systems , Automotive Diagnostic Systems: Understanding Obd-I & Obd-Ii , Fuels And Pollution Control [Auto Pollution Control Engg.] , International Journal Of Mechanical Engineering And Technology (Ijmet) , International Journal Of Automobile Engineering (Ijaue) , Sae International Journal Of Passenger Vehicle Systems , Sae International Journal Of Commercial Vehicles , Electrical & Electronics Engineering , Electrical Power Gen Conventional & Renewable , Power Plant Engineering , Generation Of Electrical Energy , Network & Systems , Fundamentals Of Electrical Network , A Textbook Of Electrical Technology , Eemmi , Basic Electrical Engineering , Emmi , Electrical Machines Vol-1 , Electric Machines , Electronic Devices And Circuits , Fundamentals Of Power Electronics , Power Electronics , Digital Electronics , Digital Electronics – An Introduction To Theory And Practice , Induction & Synchronous Machines , Electrical Machinery , Microcontrollers: Architecture, Programming, Interfacing And System Design , The Avr Microcontroller And Embedded Systems Usingassembly And C , A Course In Power Systems , Elements Of Power System Analysis , Power System Analysis And Design , Energy Management And Conservation , Solar Photovoltaic , Wind Power Technology , Bio Gas Technology , Switchgear Protection And Power Systems , Testing Commissioning And Maintenance Of Electrical Machines , Electrical Workshop Safety, Commissioning Maintenance & Testing Of Electrical Machines - Wiley , A Course In Electrical Installation Estimation & Costing , Electrical Design (Estimation And Costing) , Illumination Engineering , Electric & Hybrid Vehicles , Electrical Vehicle Technology: The Future Towards Eco-Friendly Technology , Iot , Iot A Practitioner’S Approach , Ai & Machine Learning , Renewable Energy Technologies , Energy Technology , Renewable Energy Source And Emerging Technologies , Disaster Management , Renewable Energy Technologies , Energy Technology , Renewable Energy Source And Emerging Technologies , Disaster Management , Fundamentals Of Electrical & Electronics Engineering (With Lab Manual) , A Textbook Of Electrical Engineering , Adruino Book For Beginners , Electronics Lab Manual , Laboratory Manual For Electrical Machines , Computer Science & Engineering , Neural Networks, Fuzzy Systems, And Evolutionary Algorithms , Operating System Concepts , Computer Organization & Architecture , Computer Organization , Computer System Architecture , Object Oriented Programming , Let Us C++ , Software Engineering , Fundamental Of Data Structure In C , Fundamentals Of Computer Algorithms , Introduction To Data Structures With Applications , Introduction To Microprocessor , Microprocessor Architecture, Programming And Application , Introduction To Soft Computing- Neuro Fuzzy And Genetic Algorithms , Computer Network , Data And Computer Communication , Tcp/Ip Guide , Unix Concept And Applications , Php 8 Basics : For Programming And Web Development , Xml In A Nutshell , Jsp 2.0 The Complete Reference , System Programming , System Programming , Operating System , Digital Design , The Unix Programming Environment , Guide To Linux Installation And Administration , Fundamentals Of Database System , An Introduction To Database Systems , Database System Concepts , Digital Systems , Oracle Database 12C Dba Handbook , Software Engineering Beginners Approach , Software Engineering , Fundamentals Of Software Engg. , Software Engineering , Management Information System , Management Information System , Red Hat Linux 9 For Beginners , Java 8 Programming Black Book , Fundamentals Of Computer Graphics & Multimedia , Mobile Computing , Oop Through Java 2007 Isrd , Cryptography & Network Security , Cryptography & Network Security , Internet Working With Tcp/Ip Vol – I : Principles, Protocols And Architecture , Internet Working With Tcp/Ip Vol – Ii : Design, Implementation And Internals – , Internet Working With Tcp/Ip Vol – Iii : Client Server Programming And Applications , Principles Of Multimedia , Mobile Communication , Architecure , Architecture Form, Space And Order , Architectural Graphics 6Ed (Pb2015) , Modern Houses In India Hard Cover , Contemporary Houses By Indian Architects Vol.2 , Space Planning Basics , Towards A New Architecture , The Great Ages Of World Architecture (With Introduction To Landscape Architecture) , The Color Scheme Bible: Inspirational Palettes For Designing Home Interiors , The Key Of Interior Design (Illustration Of Methods & Principles) Printed In Colour , Engineering Materials , Surveying Vol.1 , Course In Civil Engineering Drawing , Surveying And Leveling , Engineering Mechanics , Fundamentals Of Computer And Information Technology (A Gateway To Computer Literary) , Elements & Principles Of Design , Tropical Architecture , Engineering Drawing , Engineering Drawing , The C++ Programing Language (Fourth Edition) , Introduction To Building Services (Building & Surveying Series) , Building Services , Issp7-Nbc:National Building Code Of India 2016, (2 Volume Set) , Water Supply And Sanitation , Refrigeration And Air Conditioning , Building Drawing , Working Drawing Hand Book , Town Planning , Energy Efficient Buildings In India , Sustainable Building: Pt.1 & 2 , The Architecture Of A?Ordable Housing , Building System For Low Income Housing , Construction Planning And Management , Construction Project Management , Universal Design Handbook , Professional Practice , Autodesk Auto Cad Architecture 2009 Fundamentals , Himalayan Cities: Settlement Patterns, Public Places And Architecture , Designing Tasks For The Communication Classroom , Teaching The Spoken Language , Technical Writing & Communication In English , Communication Skills 2E , Communication Skills For Technical Students , The Insider Guide To Technical Writing , Technical Writing , The Quick & Easy Way To E?Ective Speaking , Elementary Engineering Mathematics , Modern Abcs Physics , Auto Cad 2024 Software , Common , Nagaland Npwd Sor , Why Buildings Fall Down: How Structures Fail , Structural Dynamics , Civil Engineering Materials , Dynamics Of Structures , Structures: Or Why Things Don’T Fall Down , Introduction To Civil Engineering Systems , Handbook Of Civil Engineering , Fundamentals Of Sustainability In Civil Engineering , Introduction To Infrastructure , Griffiths, Building & Civil Engg Price Book 2023 , Estimating & Costing In Civil Engineering, Theory & Practice, Including Specifications And Valuations , Construction Methods For Civil Engineering , Introduction To Civil Engineering Systems, A System Perspective To The Development Of Civil Engineering Facilities , Civil Engineering Materials , Civil Engineering Building Construction , New Materials In Civil Engineering , Civil Engineering Hand Book , Concrete In Architecture , Seismic Hazard And Risk Analysis , The Great Bridge, The Epic Story Of The Building Of The Brooklyn Bridge , Materials For Civil And Construction Engineers , Principles Of Foundation Engineering , Civil Drafting Technology , An Introduction To Geotechnical Engineering , Auto Desk Civil 3D 2024 From Start To Finish, A Practical Guide To Civil Infrastructure Design Modeling And Analysis, , Seismic Design Of Buildings To Euro Code 8
Contract Date: Aug 12, 2024 Contract Value : ₹ 93.20 Lakh
Local Bodies No of Bidders 2
Nagaland View Result →
17.
Defence #3673949 AOC
Tender For Provision Of 1 Mw Proof Top Solar Power Generation System Under Ge Af Sulur; 2 Material And Labour For Designing , Installing , Testing , Synchronization And Commissioning Of 1 Mwpon Grid Solar Roof Top Solar Power Generation System Comprising Of The Following:- Bis Certified Andmnre Almm Regisitered, Dcr Mono Crystalline Perchalf Cutcells Solar Pv Module / Panelssuitable For Installation On Roof Tops With Each Panel Having Capacity Not Less Than 540 Wpcomplete With Poly Carbonate Junction Boxes, Having Sufficient Number Of Fused Incomers And Outgoing Terminals ( Positive / Negative ) Suitable For 6 Ssqmm Cables And Connecting Cables Not Less Than 2.5 Sqmm Copper Conductor Multistranded ( Solar Cross Linked Poly Olefin Cables Double Insulated , Uv Resistant Halogen Free Low Smoke ) From Panel To Panel All As Specified And Directed.All Modules Will Have Minimum 25 Years Oem Linear Output Warranty. ( A ) Output Power ( Pmax ) 540Wp Or Above. ( B ) Module Efficiency: Not Less Than 90%C ) Number Of Cells: 72 Nos ( D ) Maximum System Voltage : 1500 Vdc ( E ) Application Class - A ( F ) Fire Class - A ( G ) Junction Box: Ip 67, 1.5 Kv 1000 Mm Length Cable. ( H ) Type Of Pv Cell: Mono Crystalline Silicon ( I ) Module Glass Transmission Shall Be > 93 % ( J ) Glass Thickness Shall Be Min 3.2 Mm ( K ) Each Pv Module Used In Any Solar Power Project Must Use A Rf Identification Tag ( L ) Bypass Diode For Optimizing Pv Out To Be Incorporated In Each Solar Module ( M ) Module Output: Mc Electronic Plug ( N ) Modules Only With Same Rating And Manufacturer Shall Be Connected. ( O ) Solar Module Must Have Iv Curve Test Report In Nabl Lab For The Speciifed Wattage ( P ) Design Including Civil / Electrical Infrastructure Metricularly Carried Out By Contractor As Per The Required Output Plant ( 1 Mw ) And Duly Vetted From Govt Approved Authority Of Nit / Iit And Approval By Garrison Engineer Before Execution At Site. 3 ( I ) Module Mounting Structure:- Design, Supply And Install Prefabricated Roof Top Solar Panel Mounting Structure Made Of Hot Deep Galvanized Steelangles / Channels / Flats Including Nuts / Bolts And Washers Suitable For Wind Resistance Upto 160 Mph Including Necessarypcc Foundations Of Grade Type B1 -1:2:4 Using 20 Mm Graded Stone Aggregateat Suitable Points To Provide For A Stable Robust Support All As Directed At Site All As Specified And Directed Including Designing Of Suitable Mounting Structure For Spv Module And Shall Be Provided As Per Design Cretirea Considering Live Load, Dead Load, Wind Load And As Per Condition Of Roof Slabs / Foundation Of Existing Bldgs Etc By A Approved Structural Engineer And Vetted By Nit / Iit And Approval By Garrison Engineer Before Execution At Site.A ) Structures Shall Be Of Flat-Plate Design Using Minimum Size Of C ( 75 X 40 X 5Mm ) Or L ( 55 X 55 X 5Mm ) Or I ( 60X 40X 4Mm ) Sections Or Higher Dimensions For Respective Sections.B ) Each Structure With Fixed Tilt Should Have A Tilt Angle As Per The Site Conditions To Take Maximum Insolation Which Will Be Approximately Equal To The Latitude Of The Location Facing True South With A North - South Orientation.C ) The Pv Module Mounting Structure Shall Have A Capacity To Withstand A Wind Velocity Of 160 Mph Unless Specified For Dedicated Requirementsd ) The Materials Used For Structures Shall Be Hot Dip Galvanized Mild Steel Conformed To Is 2062:1992.E ) The Minimum Thickness Of Galvanization For Hot Dip Galvanized Mild Steel Should Be At Least 80 Microns As Per Is 4759.F ) The Bolts, Nuts, Fasteners, And Clamps Used For Panel Mounting Shall Be Of Stainless-Steel Ss Grade.G ) Additional Structures / Frames For Required For The Installation Of Modules If Any Need To Be Provided By The Contractor.H ) The Structures Shall Be Designed To Allow Easy Replacement Of Any Module, Repairing And Cleaning Of Any Module.I ) The Structure Shall Be Designed To Withstand Operating Environmental Conditions For A Period Of Minimum 25 Years. And Shall Be Free From Corrosion While Installation.J ) Minimum Distance Between The Lower Level Of Pv Module And The Ground Shall Be 0.5M From The Ground Level.K ) The Structures Should Be Suitably Loaded With Reinforced Concrete Blocks Of Appropriate Weight Made Out Of M25 Concrete Mixture.L ) Photovoltaic Must Be Mounted On A Stable, Durable Structure That Can Support The Array And Withstand Wind, Rain, And Other Adverse Conditions. The Modules Will Be Fixed On Structures With Fixed Arrangement. ( M ) 100% Indigenous Company 4 Special Note :- ( 1 ) The Work Involves Provision Of Roof Top Panels Inall Maint Support Group Complex ( Msg ) Buildings, Contractor Should Visit The Site Before Quoting The Tender. ( 2 ) Suitability For Grid Connected System. ( 3 ) Pv Modules & Solar Cells Shall Be Made In India Andmakes And Manufacture By India Only. The Contractor Shall Submit All Required Documents . The Panel Should Be Of Latest Edition. ( 4 ) Power Warranty - 10 Year Warranty On 90% Of The Design Output And 25 Years Warranty On 80% Of The Design Output As Per Mnre Almm Registerd. . ( 5 ) Tangedco Registration Fees, All The Fees Related To Commissioning Should Be Borne By The Contractor. ( 6 ) Work Shall Be Executed As Per Tangedco & Ceig Norms. ( 7 ) All Materials Makes Shall Be Approved As Per Mnre, Tangedco. ( 8 ) Contractor Should Have Valid Teda Empanelment Cerificate. ( 9 ) No Drilling Is Allowed On The Roof Slabs. Existing Structures Shall Not Be Damaged, If Any Damage Shall Be Rectified By Contractor Without Any Extra Cost As Orginal As Directed By Engineer-In-Charge. ( 10 ) Each Pv Module Must Have Rfio Tag Wich Contain Name Of Manufacture Of Pv Module, Solar Cells& Month And Year Of Manufacturing, I-V Curve For Module, Peak Voltage, Im , Vm, Ff, Unique Serial No, Name Of Test Lab Issued Iec. ( 11 ) Liaisoning With Tangedco Authority For Obtaining Any Relevent Documents / Approved Of Installation Solar Power Plant To Grid From Tangedco For Smooth Functioning Shall Be Contractor Responsibility. ( 12 ) Feasiblity Clearence From State Electricity Board: Rate Quoted By Bidder Is Inclusive Charges For Feasbility Clearense And Liaison Work Regarding The Plant From Starting To Commissioning With Tangedco Will Be Done By The Contractor And Plant Will Be Taken Over After It Is Fully Functional Inculding Installation Of Energy Reading Meterand Certificed By Tangedco. ( 13 ) Standby Supply Shall Be Provided By Contractor Without Any Extra Cost To Department At The Time Of Synchronizing With Existing 11 Kv Sytem. ( 14 ) Technical Feasiblity Report Shall Be Obtained From Tangedco Before Starting Work In Ground. ( 15 ) Capacity Of Invertor Shall Be As Per Design Creteria And Approved By Garrison Engineer. ( 16 ) String Inverters Only To Be Use For This Project. ( 17 ) Solar Meter And Bi-Directional Meter : Supply Ht Net Meter / Bi-Directional Meter And Solar Meter To Deposit To Tangedco For Testing And Caliberation Thereafter Taken Back To Site For Instalation. Contractor Will Not Be Claim Extra Cost From Department For Carried Out Of Above Said Process. ( 18 ) Spv Panels And On Grid Inverter Should Be In Same Oem. ( 19 ) The Bidder Shall Carefully Desgin And Accommodate Requisite Numbers Of The Moudules In Each Buildings To Get The Design Output As Per Topography. Also Ensure Sufficient Circulation / Movement Area On The Roof Top For The Maintenance And Cleaning Purposeall Arround. ( 20 ) Neccessary Parafet Wall May Be Ensured O Each Building Gor The Proctection Of Men ( 21 ) Contractor Shall Maintain The Solar Plant By Employing 2 Well Experianced Technician In Handling Spv For 24 Hrs Upto 2 Years From The Date Of Completion Of Work . The Necessary Labour Wages Etc And Included In Quoted Rate. 5 Inspection Of Tangedco Electrical Inspector: Rate Quoted By Bidder Is Inclusive Electrical Inspectorates Inspection Charges To State Electricity Department By Sr Electrical Inspector. Contractor Is Bound To Arrange All The Documents / Inspection Reports / Test Sheets In Prescribed Format By Tangedco On Their Official Website & Pay Charges For Inspection After Successfully Installation Of The Solar Power Generation Systems. No Extra Payment Will Be Made In This Effects.Note : After Successfully Installation Of System, Contractor Will Submit Inspection Reports Duly Signed By Chief Electrical Inspector Of Tangedco To Mes For Buyback Agreement With Tangedco. If The Power Will Not Generated At A Correct Level / Limit , A Penalty Will Be Charged Against Contractor As Decided By Accepting Officer 6 General Notes : The Items Of Work Mentioned In Item Above Of This Schedule Shall Be Executed As Per Following:- ( A ) The Above Item Shall Be Quoted And Executed On Roof Top Based On Contractor’S Own Design On Performance Guarantee Basis. The Performance Guarantee Is Related To Achieving The 1 Mwp Generation With Specified Efficiency And Efficacies. The Contractor Shall Also Be Responsible For Desired Operational Efficiency And Desired Efficacies Of The System During Its Life Cycle Of Minimum 25 Years. ( B ) The Design Shall Be Got Vetted From Any One Of The Following Agencies ( Approved Agencies ) :- ( I ) National Institute Of Solar Energy ( Nise ) . ( Ii ) Sardar Swarn Singh National Institute Of Renewable Energy ( Iii ) Solar Energy Corporation Of India ( Seci ) . ( Iv ) The Indian Renewable Energy Development Agency ( C ) The Successful Contractor Shall Submit The Following Document Duly Vetted By Any One Of The Approved Agency, Within Four Weeks Of Placement Of Work Order For Approval Of Accepting Officer. ( I ) Design Calculations : The Tenderer Should Work Out Design Based On The Conditions Prevalent At Air Force Station Trivandrum Ground Situation And Site Conditions As Existing. ( Ii ) This Shall Be Self Contained And Self Explanatory Representation Of Layout Of Equipments And Sub-System. The Dimensioned Drawing Of The Site Of Work Clearly Marked With All Subsystems Components Etc Shall Be Submitted. ( Iii ) Schematic Diagram Of The Electrical System: This Shall Contain Specifications, Sizes, Current, Voltage And Fault Levels Rating Of All Cables, Switch Gears And Instrumentation & Control Systems And All Metering And Interlocking Etc. ( Iv ) The Installed Capacity Of Pv Panels Shall Be 10% More Than The Planned Capacity Keeping View Of Losses. ( V ) All The Documents / Technical Details Mentioned Above Duly Vetted As Specified Above Shall Be Approved By Accepting Officer Before Placing Final Order. The Ge May Approve The Document With Concurrence Of Accepting Officer As Submitted By Contractor Or May Suggest Modification / Alteration In Documents / Technical Specifications Duly Supported With Reasons For The Same. The Work Shall Be Executed Based On The Approval. ( Vi ) The Design Drawings And Other Technical Details Submitted By The Successful Contractor, Along With All Calculations, Drawings, Technical Write Ups Etc Shall Become Department Property. Department May Use These Subsequently As Deemed Necessary. The Contractor Shall Have No Claim On These Document And Their Subsequent Use By The Department. ( D ) During Execution The Contractor Must Engage Experienced Engineer In The Same Field For Supervision, Monitoring And Execution. The Contractorshall Certify That Execution Of The Work Has Been Done Satisfactorily.The Contractor Shall Certify That The Work Has Been Executed In Accordance With Vetted And Approved Design. All Cost And Charges For Engagement Of Consultant Shall Be Born By The Contractor. ( E ) Department Will Give Completion Of The Work To The Contractor Only On The Basis Of Basis Of Completion Report Submitted By The Consultant Engaged By The Contractor For Design. ( F ) After Execution Of Project The Contractors Will Verify Generation Of Electricity As Per Vetted Design In The Pvsyst / Pvsol Report Submitted And Connection Of The Same With Existing Power Supply Network. ( G ) The Contractor Shall Ensure Suitable Arrangement For Solar Pv Panels. 7 Design , Supply , Install Testing And Commissioning Of Data Logger With Online Monitoring Portal All As Specified And Directed With The Following Features:-.A ) Solar Irradiance: A Pyranometer / Solar Cell-Based Irradiation Sensor ( Along With Calibration Certificate ) Shall Be Provided, With The Sensor Mounted In The Plane Of The Array.B ) Temperature: Integrated Temp, Sensors For Measuring The Module Surface Temp., Inverter Inside Enclosure Temp, And Ambient Temp To Be Provided Complete With Readouts Integrated With The Data Logging System. ( C ) It Is Recommended That The Following Important Parameters Shall Be Accessible Through The Data Logging Facility.I ) Ac Voltageii ) Ac Output Currentiii ) Output Poweriv ) Energy In Kwhv ) Dc Input Voltagevi ) Dc Input Currentvii ) Temperatures ( C ) Viii ) Invertor Statusix ) Irradiationx ) Module Temperaturexi ) String Voltage & Current ( D ) All Communication And Control Cables As Per The Design. ( E ) Contractor Shall Install One Pc ( Latest Configurations ) With Printer And Other Requireed Accessories To Monitor Real Time Solar Data At A Designated Place As Directed By Ge. 8 Design , Supply, Install , Testing And Commisioning Bis Cerified And Bis Approved Ip65 Rated On Grid Inverter Suitable Output For 1 Mw, Natural Cooled, Suitable For Ambient Temperature Range 0 To 60 Deg Celsius, 50 / 60 Hertz Frequency, With Anti Islanding Features, Havingthree Phase Ac Output With Inbuilt Surge Protection Devices, Anti Reverse Power Controller, Fuse Protection, Dc / Ac Switches, Lcd Display For Generating Data, Wifi / Gprs Data Logger, Multiple Mppt For Optimum Generation, Wide Input Voltage Range All As Specified And Directed By Engineer In Charge.Note:- The On Grid Inverter Minimum Qty Of 05 Nos Or Morethan Is Considered In Quoted Rate As Per Design. 9 Minimum Requirement And Specification For On Grid Inverter:- ( A ) For Initializing The Inverters From The Sleep Mode, It Is Important That There Is Sufficient Sunlight And That The Utility Grid Is Available. Sufficient Sunlight In The Morning Is Needed To Provide Adequate Power To The Inverter So That It Could Start Up From The Over Night Sleep Mode. Availability Of The Grid Is Required To The Inverter As It Has Been Programmed To A Logic And A Pre-Set Window Of Grid Voltage And Frequency. If The Available Grid Has All These Qualities For Which The Inverter Is Designed, It Would Initialize The Main Out Put Contactor And Couple With The Grid And Start Evacuating The Power To The Grid It Is Coupled With. In Case The Grid Fails Due To Any Reason, The Inverter Should Come To Idle Mode Till The Grid Comes Back Again. Even During The Power Evacuation, If The Sun Light Falls Below The Desired Limit, Due To Clouds Etc., The Inverter Also Stops Working, Although The Grid Is Available, Till It Starts Getting The Desired Solar Power Required To Power The Inverter It Self. ( B ) If The Power Evacuation Goes On Till The Evening The Inverter Should Keep On Getting The Desired Solar Power Which Is In Excess Of The Power Needed To Operate The Inverter Itself. As Soon As It Attains The Power Which Is Just Sufficient To Run The Inverter, The Power Evacuation Stops And Only The Inverter Keeps Running Till The Power Drops Further Low Due To Decreasing Sunlight In The Evening, Resulting In The Inverter Going To Sleep Mode To Initialize Again Automatically The Next Morning. ( C ) A Record Shall Be Maintained With Input From Inverter In The Event Of Failure Of The Utility Grid Resulting In Inverter Going To Sleep Mode And Stop Generating Power. ( D ) The Pcu / Inverters Should Be Tested From The Mnre Approved Test Centros / Nabl / Bis / Iec Accredited Testing-Calibration Laboratories.+C50:C59c50:C61c50:C62c50:C61c50:C60c55c50:C57c50:C59c50:C60c50:C61 ( E ) Inverter Manfacturer Should Supplied And Installed Minimum Of 10 Mw Cumulative Capacity Of Inverter In Last 5 Years In India ( F ) Minimum Efficiency 98.5%. ( G ) The Dc To Ac Ratio Of 1.25 Is To Be Maintained At All Sites. ( For Eg. – For Dc Capacity Of 100 Kwp, The Ac Capacity Of Minimum 80 Kw Is To Be Maintained ) . ( H ) The Pcu Shall Have A Higher Degree Of Ingress Protection Of Ip 65 To Handle Robust Environment Conditions From Dust And Water Ingress Under Complete Outdoor Installations. ( I ) The Data Logger Should Possess The Feature Of Extracting The Data Externally With Open Protocols Like Modbus Tcp / Rtu. The Manufacturer Should Provide The Modbus Register Mapping File To Utilise This Feature ( J ) Specifications: ( I ) Nominal Voltage - 230V / 415V ( Ii ) Voltage Band - Between 80% And 110% Of V Nominal, Pollution Degree-Iv ( Ii ) Nominal Frequency - 50 Hz Saftey Class ( Iv ) Operating Frequency Range - 47.5 To 50.5 Hz ( V ) Waveform - Pure Sine Wave ( Vi ) Harmonics -Ac Side Total Harmonic Current Distortion < 3% 10 Minimum Requirement And Specification For On Grid Inverter ( Contd / -... ) :- ( Vii ) Ripple - Dc Voltage Ripple Content Shall Be Not More Than 1% ( Viii ) Casing Protection Levels - Degree Of Protection: Min Ip-65 ( Ix ) Operating Ambient Temp Range: -10 To + 60 Degree Celsius ( X ) Rh : 0-100% Non Condesing ( K ) Protections: ( I ) Reverse Polority Protection ( Ii ) Over Voltage: Both Input And Output ( Iii ) Over Current: Both Input And Output ( Iv ) Over / Under Grid Frequency ( V ) Over Temperature ( Vi ) Short Circuit ( Vii ) Lightning ( Viii ) Surge Voltage Induced At Output Due To External Source ( Ix ) Islanding ( X ) Ingress Protection - Ip 65 ( L ) Communication Interface : Rs485 / Rs232 / Wi-Fi ( With Or Without Usb ) ( M ) Synchronization: Photovoltaic System Must Be Equipped With A Grid Frequency Synchronization Device, If The System Is Using Synchronizer Inherently Built In To The Inverter Then No Separate Synchronizer Is Required ( N ) Dc Injection: Photovoltaic System Shall Not Inject Dc Current Greater Than 0.5% Of Full Rated Output At The Interconnection Point Or 1% Rated Inverter Output Current Into Distribution System Under Any Operating Conditions. ( O ) Power Factor: While The Output Of The Inverter Is Greater Than 50%, A Lagging Power Factor Greater Than 0.9 Shall Be Maintained. 11 Supply, Installation, Testing And Commissioning Dc Distribution Boards ( Arrey Junction Box ) , Ip 65, Suitable For Roof Top Solar Generation Systemof Rating Upto 250 Kw, 1500 Volts, 8 Incomer And 8 Outgoing With Dc Surge Protection Device 1500 V , Dc Fuse 30 A -8 Nosand Mcbs For Eight String Network. The Db Will Be Having Terminals Suitable For 4 / 6 Sqmm Copper Conductor Cables And The Enclosure For The Db Shall Be Made Of Frp / Abs With Ip65 / 66 Protection All As Specified And Directed By Engineer In Charge . Note : ( I ) Dc Panel Should Be Equipped With An Adequate Capacity, Dc Circuit Breaker Along With Control Circuit, Protection Relays, Fuses. ( Ii ) Dcdb Shall Have Sheet From Enclosure Of Dust And Vermin Proof, The Busbar / Cables Are To Be Made Of Copper Of Desired Size. Dcdb Shall Be Fabricated To Comply With Ip 65 Protection. 12 Supply , Installation, Testing And Commissioning Acdc Breaker, Outdoor Type, Ip 65 Protectedwith Following Specifications:-- Breaker- 415V, 4P, 400 Amp Mccb - 1 No ( Outgoing To Lt Panel ) - Ryb Indicator Lamps - Double Compression - Glands For Inputs, Double Compression Glands For Output-Enclosure Crca Powder Coated Pu Paint - All Input And Output Lugs ( Cu & Al Lugs As Per Cable Type ) 13 Desgin, Fabrication , Supply , Installation, And Commissioning Outdoor Type Solar Power Isolation Lt Panel Double Door ( Cpri Approved ) Ip65 Made Of Powder Coated Crca Sheet Steel 3.15 Mm With Necessary Floor Mounted Ms Channel Frame Made Of 100X100x10 Mm Duly Painted With One Coat Of Primer And Two Coats Of Synthetic Paint Including Necessary Pcc Foundation. The Panel Board Shall Have The Following Switchgear Enclosed Within :- ( A ) Aduijstial Thermal And Fixed Magnetic Setting Typemccb 4 Pole, 400 Amps, 36 Ka Rating – 05 Nos ( As Incoming From Ac Breakers ) B ) Aluminium Busbars Tpn 415 Volt, 2500 Amps Ratingc ) Elecric Draw Out Acb 4 Pole, 50 Ka 2500 Ampsrating – 02 Nos ( As Outgoing ) ( 01 Main And 01 Spare ) Lt, Air Circuit Breaker, Operational Voltage 660 Voilt, Insulation Voltage 1000 Volt, Ac, 50 Cycles, 3 Phase, ., 4 Pole, Electrical Draw Type, Rated Current Rating 2500 Amps And Of Breaking Capacity 50 Kaw With Quick Make, Quick Break, With Auto / Manual Operating Mechanisum, Microprocessor Based Over Current Stop Less Release And Static Trip Release, Adjustable Shourt Circuit Release, Earth Fault Realese With Shunt Trip With Indiction Under Voltage Release And Wired For Indicating Trip Healthy Circuit Ancillarey Switch Etc Complet Over Load Release Rating 2500 Ampd ) Energy Meter For Measuring Solar Energy Output With Cts And Pt Basede ) Cable Glands For Armoured Lt Cablesf ) Surge Protection Device , 4 Pole Type I And Type Ii Of Capacity , Iimp 8 Ka / Pole Max 32Ka ( G ) Muliti Function Microprocesscor Based Meter-01 Nos 14 ( H ) Led Type Pilot Indicuter Lamps Ryb Phases With Back-Up Fuses, Set Of Three-01 Set ( I ) The Lt Panel Board Shall Be Kept 450 Mm Above Ground Level, Mounted By Means Of Suitable Bolts Amd Nuts Grounted Into Paltform Of Pcc 1:3:6 Type C1, Using 20 Mmm Graded Stone Aggregate, Over Pcc Foundation Of 100Mm Thickness In Pcc 1:4:8 Type D2 Using 40Mm Graded Stone Aggregate, The Exposed Brick / Concert Surface Shall Be Remndered In Cm 1:4, 10 Mm Thick, Finished Fair And Even And Applied White Wash Three Coats. ( J ) Ammeter Digital Type 0-2500 Amps With Current Trasformer Of Suitable Capacity And Selector Switch-01 Set ( K ) Voltmeter Digital Type 0-500 Volt With Selector Switch-01 Set 15 Supply, Installation, Testing And Commissioning Of Ht Panel With Vacuum Circuit Breaker Panel Board, Factory Made, Outdoor Type, Metal Clad, Totally Enclosed, Free Standing Floor Mounting Type Ht 11 Kv, 3 Phase, 4 Wire, 50 Cycles, Ac Supply System Suitable For Housing Trolley Mounted Vacuum Circuit Breaker, Horizontal Isolation And Horizontal Draw Out Type, Cubicle Fabricated Out Of Crca Sheet 3.15 Mm Thick Weather, Dust And Vermin Proof, Epoxy Powder Coated, Of Ip-65 Protection Class Of Is-2147 With Self Contained Air Insulated Compartments For Bus Bars And Cable Boxes With Necessary Supports And 350 Mva, 800 Amp Rated Aluminium Bus Bar Including Cable Galleries, Interconnecting Bus-Bar Connection / Linkage, Suitable For Housing And Including Provision Of The Following Switch Gears Including All Pre-Wiring With Pvc Copper Conductor Cable Of Suitable Size, Nuts, Bolts And Washers And In Accordance With Is-13947 ( Part-1 ) 1993 & Is-8623 And All As Specified And Directed By Engineer-In-Charge. 16 Item No. 8 Shall Comprise The Following:- A. Fixed Spout Insulators Effectively Covered By Safety Shutters Which Automatically Open / Close During Draw In / Draw Out Operations.B. Phase Epoxy Base Isolating Spout Assemblies Complete With Isolating Contacts And A Pair Of Automatic Safety Shutter With Indivudual Locking System In Closed Position For Earthing / Maintenance Purpose.C. An Epoxy Interrupter Per Phase All As Per Manufacturer Design.D. Instrumentation Panel Shall Comprise The Following:- ( 1 ) Microprocessor Based 2 Element Over Current And 1 Element Earth Fault And High Set ( 2 ) Idmt Relay-01 No, Master Trip Relay - 01 No.Digital Type Frequency Meter. ( 3 ) Digital Type Ammeter ( 0-200 Amps ) With Selector Switches. ( 4 ) Resin Cast Current Transformers, 11 Kv, Ratio 200 / 100, 5 Amp, 15 Va Burden, Class 1 Accuracy For Metering And 15 Va / 5P 10 For Protection - 03 Nos. ( 5 ) Digital Type Voltmeter ( 0-15 Kv ) With Selector Switches. ( 6 ) Electrical Closing Coil 24 Volt Dc Operated - 01 Set 17 Supply, Installation, Testing And Comissioning Of Step Up Transformer Out Door Suitable For Plinth Mounting Complete With Standard Accessories Or Fittings Suitable For Inverter Voltage / 11 Kv ( At No Load ) Ac, 3 Phase, 50 Cycles, 4Wire, Capacity 1250 Kva Double Copper Wound, Immersed C R Go Core Typenaturely Coled, Built-Up With Class A Insulation Conforming - Is-1180 ( Part-1 ) 2014 ( Level-Iii ) Including Amendments As An The Date Of Receipt Of Tender Withfollowing Requirement:- ( A ) Contionus Rating : 1250 Kva ( B ) No Load Voltage Ration : 433 / 11Kv ( C ) Taping On Hv ) + / - 7.5%, + / - 5%. + / - 2.5 % ( D ) Phase And Frequency : 3 Phase & 50 Hz ( E ) Vector Group: As Per Design ( F ) Cooling: Onan ( G ) Type : OutdoorH ) Terminal Amangement: Hv Side: Quadfurcating Cable Box With 03 Nos Bushing Type Terminal For Connecting Ht Xlpe Cable And 01 No For Earthinglvside: Bus Duct ( I ) First Filling Of New And Unused Conforming To Is-335-1993 ( Fourth Revision ) Shall Be Marked, Filtered And Tested Upto 50 Kv Di Electric Strength At 2.5Mm Air Gap Between Testing Electrodes 18 Item No.9 Contd / -:- ( J ) Fittings: ( I ) Extermally Hand Operated Off - Circuit Tap Switch With Position Indicator And Locking Arrangement Device. ( Ii ) Conservator With Oil Gauge, Filling Hole With Plug And Drain Hole With Plug. ( Iii ) Undercarriage With Four Plain Rollers. ( Iv ) Lifting Lugs For Core. ( V ) Earthing Terminals. ( Vi ) 150Mm Oil Temperature Indicator With Alarm And Trip Contacts, ( Vii ) 150Mm Winding Temperature Indicator With Alarm And Trip Contacts. ( Viii ) Octc ( Off Circuit Tap Changer ) ( Ix ) Buchholtz Relay-01 No. ( X ) Top Filter Valve With Plug. ( Xi ) Rating Plate With Diagram Plate. ( Xii ) Lifting Lugs For Transformer. ( Xiii ) Oil-Filling Hole Cum Air Release Plug. ( Xiv ) Drain Valve Cum Sampling Valve. Thermometer Pockets. ( Xv ) Silica Breather. ( Xvi ) Marshalling Box With Double Window. 19 Supply, Fixing, Testing And Commissioning Uv Protected Xlpe / Xlpo Solar Grade Copper Cable Of Size, Pvc Insulated1 Core 4 Sqmm With Dc Connectors ( Male & Female ) Pair Mc4, 1.5 Kv Volts Rated All As Specified And Direcetd By Engineer In Charge. 20 Supply, Fixing, Testing And Commissioning Uv Protected Xlpe / Xlpo Solar Grade Copper Cable Of Size, Pvc Insulated1 Core 6 Sqmm With Dc Connectors ( Male & Female ) Pair Mc4, 1.5 Kv Volts Rated All As Specified And Direcetd By Engineer In Charge. 21 Supply And Laying High Density Polyethylene Pipes 50 Mm Dia ( Hdpe ) Of Pressure Rating 6 Kgf / Cm2 Fixed Complete To Walls, Ceilings Or In Floors Etc 22 Supply And Fixing Trunking Gi Cable Tray Of Size 150 Mm Width, 50Mm Height, Thickness 2Mm With Cover Of Size 155Mmwidth, 12Mm Height, 2Mm Thickness And Accessories ( Any Type Of Joint And Bends ) With Fittings ( Channel, Fasteners, Anchor Bolt ) Complete All As Specified And Directed. 23 Supply, Laying, Testing And Commissioning Cable Xlpe Insulated, Armoured Heavy Duty Electric Cable With Aluminium Conductor, 1100 Volts Grade, Cross-Sectional Area Of Size 300 Sq Mm 3.5Core With Consumables Like Lugs, Ferrules, Cable Ties, Upvc Tape, Upvc Saddle, Cable Clips Etc.Complete All As Specified And Directed. 24 Supply, Laying, Testing And Commissioning Cable Xlpe Insulated, Armoured Heavy Duty Electric Cable With Aluminium Conductor, 1100 Volts Grade, Cross-Sectional Area Of Size 1000 Sq Mm Single Core Hlogaen Free With Consumables Like Lugs, Ferrules, Cable Ties, Upvc Tape, Upvc Saddle, Cable Clips Etc.Complete All As Specified And Directed. 25 Supply, Laying, Testing And Commissioning Cable Xlpe Insulated , Screened, Pvc Bedded, Galvanized Steel Strip Or Wire Armoured, Electric Power Cables ( Heavy Duty ) 11000 Volts Grade With Stranded Aluminium Conductor Of Size 185 Sqmm , 3 Core Core And With Consumablescomplete All As Specified And Directed. 26 Supply And Laying Of Aluminium Bus Duct From Lt Panel To Transformer As Per The Current Rating Of Lt Panel And Tangedco Specificationcomplete All As Specified And Directed. 27 Material And Labour Earthing Withgiearth Plate Electrode Ofsize 60X60cmx6mm Thick Buried Directly In Ground To A Depth Not Less Than 2.25Mtr Deep Below Normal Ground Level With Top Edge Of The Earth Plate Not Less Than 1.5 Mtr Deep Below Normal Ground Level Connected To Gi Strip Of Size 32 X 6 Mm As Earthing Lead By Means Of Nuts, Bolts And Washers Of Steel After Welding Of Gi Strip To Earth Electrode To The Full Length Of Earth Plate, Gi Medium Grade Pipe 40 Mm Bore Protection Pipe Upto Test Point, 20Mm Dia Gi Light Grade Watering Pipe With Funnel And Wire Mesh, Rcc Pit Cover Of Size 300X300x40mm Reinforced With Xpm Having Weight Not Less Than 4Kg / Sqmm Including 6Mm Thick Ms Bar Handle Made To Shape, Pcc Pit With 1:3:6 Type C1 With Angle Iron Frame Made Of Angle Iron Of Size 40X40x4mm, Adequate Qty Of Charcoal Dust And Salt Layers All Around The Earth Plate, Earth Work In Any Type Of Soil, All As Required At Site Complete All As Specified In Plate No 3 Of Ssr Part-I And All As Specified Orindicatedincludingtesting On Completion. 28 Earth Continuity Conductor Or Main Earthing Lead Fixed To Wall On Batten Or Recess Or Chases Or Buried In Ground Or Drawn In Conduit / Pipe Or Fixed To Poles Or Any Other Indicated Situation For Loop Earthing Etc. As Required 32 X 6 Mm Galvanised Iron Strip , Strip Will Be Fixed By Epoxy Insulators Without Making Hole At The Distance Of 60 Cm From Each Othercomplete All As Specified And Directed. Note - Earth Strip Shall Be Connected By Welding Only. 29 Material And Labour For Air Termination Rods With 40Mm Light Grade Pipe 1.5Meters Long, With 300 Mm Long, 6Mm Dia Copper Rod Clamped At One End And Base Of Pipe Embedded In Pcc Foundation Of Grade 1:3:6 Of 20 Mm Grade Aggregate On Roof Slabcomplete All As Specified And Directed. 30 Test Point Terminal Block Made Of Gun Metal Or Phosphor Bronze Size 75Mmx75mmx 25 Mm Drilled And Scewed Including 3 Nos 8 Mm Dia 25 Mm Long Hexagonal Head Screws Complete All As Specified And As Directed. 31 Excavation In Trenches Not Exc 1.5 M Wide And Not Exc 1.5 Min Depth For Laying Of Ug Cableand Getting Out In Hard Soilcomplete All As Specified And Directed.Note- Excavation Shall Be Done By Manual Process. 32 Returning, Filling, Including Spreading, Levelling, Watering And Well Ramming In Layers Not Exc 25 Cm Thick In Any Type Of Exacavated Soilcomplete All As Specified And Directed. 33 Removing Excavated Material To A Distance Not Exc 50 M And Deposited Where As Directed At A Level Not Exc 1.5 M Above The Starting Pointcomplete All As Specified And Directed. 34 Supplying And Laying Un-Reinforced Precast Concrete Cable Cover, Class Lv, Type 1, Isi Marked, Factory Manufactured, Size 250 Mm X 150Mm X 40Mm Complete All As Specified And Directed. 35 Supply And Spread Natural Riddled Soil In Trenches For Cushioning And Covering To Cable Complete All As Specified And Directed.Note: ( I ) Naturalsoil Shall Be Riddled By Using Sieve To Separate Composite Particles Etc As Per Is And Refilling In Trenches Before Laying Of Cable 8 Cm And 15Cm After Laying Of Cable. This Is Then Gently Punned Down To A Depth Of 10Cm Above The Top Of Upper-Most Cable. ( Ii ) For The Purpose Of Measurement Only Punned Thickness Only Will Be Considered For Payment. 36 Supply And Laying High Density Polyethylene Pipes ( Hdpe ) Of 32 Mm Dia Pressure Rating 6 Kgf / Cm2 Laid In Trenches And Fixed On Polescomplete All As Specified And Directed. 37 Material And Labour Cable Jointing Kit For 11 Kv ( Earthed ) Grade Cable For Indoor Termination Heat Shrink Type Joint Complete With Jointing Material And Accessories Suitable For 3 Core Xlpe Armoured Aluminium Conductor Cable Of Size 120 Sqmm To 185 Sqmmcomplete All As Specified And Directed. 38 M & L For Lt Cable Route Indicator With A Welded / Riveted Disc Of 4 Inch Dia And Engraved With Cable Route Marker Welded To Angle Iron 40 X 40 X4 Mm Thick Fixed In Ground With In And Incl Pcc 1:3:6 Type C1 Using 20Mm Graded Aggregate Including Necessary Earth Work, Form Work Etc Complete All As Specified And Directed. 39 Supply And Fix Fire Extinguisher Abc Type Of Capacity 4 Kg Complete All As Specified And Directed. 40 Supply And Fix Fire Bucket Stand With Buckets -03 Nos Complete All As Specified And Directed. 41 Supply And Fix Rubber Mat Of Size 2 Mtr X 1 Mtr Of Thickness 2 Mm, Isi Marked Complete All As Specified And Directed. 42 Desgin And Supply Of Backup Source For Scada & Internal Lighting As Per Design ( Min 5 Kva With 3 Hours Back Up ) Complete All As Specified And Directed. 43 External Water Supply 44 Supply And Fixing Of Hdpe Rotational Moulded Polyethylene Water Storage Tanks Capacity 2000 Ltr ( Cylindericval Vertical With Closed Top ) Hostied And Fixed In Positionas Per Isi Maskedis 12701 / 1996 All As Specified In Ssr Part -Icomplete All As Specified And Directed. 45 Supply And Fixing Of Solar Module Water Cleaning System Kit For The 1000 Kw Solar Power Plant System For Complete Proposed Buildings. Complete Design Ofthe Cleaning Systemsduly Vetted By Iit / Nit For The Approval Of Garrison Engineer Before Execation At Site. Complete Bill Of Material, Specfication And Necessary Certificates If Any Shall Be Submitted By The Bidder Duly Signedin Duplicatedbefore Exicution Of The Work.The Design Should Comply With The Following Minimum Requirements : - ( A ) Supply & Fixing Of Spraying Nozzle / Sprinkler System With Following Specifications:-Material : Abs ( Plastic ) - Working Angle - 0 To 90 Deg- Discharge: 5 To 7 Lpm- Pressure: 1 Kg / Sq.Cm To 2 Kg / Sq.Cm Qty :- As Per Desgin ( B ) Supply & Fixing Of Automatic Valve With Following Specifications;- Working Medium: Water- Motion Pattern: Diaphgram Type- Electrom Maganetic Actuator, - Working Pressure 0 To 10 Bar- Working Medium Temperature: 0 To 85 Deg C- Material Of Body: Nv 66 / Cf 8 / Cf 8M Qty :- As Per Desgin ( C ) Supply & Fixing Of Screen Filter With Following Specifications;- Maximum Working Pressure : 10 Kg / Sq.Com- Range Of Water Flow: 5 - 8 Cum / Hour- Screen Cartridge: Double Screen 30 / 120 Mesh-Filtration Surface Area: 12P Sq.Cm Qty :- As Per Desgin 46 Item No. 36 Contd / -.. ( D ) Supply & Fixing Of Auto Controller With Following Specifications;- Single Phase Smps - 3A / 12Vdc Output- Control Card-Qty : Based On Design ( E ) Supply & Fixing Of Submersible Pump With Following Specifications;- Stator : Ss 304- Hp / Kw : Based On Desgin- Phase : Single / Three - Rpm : 2900 - Current 7.5 Amp-Qty : Based On Designnote : All The Above Are Minimum Essensial Requirements. Contractor Has To Submit Detailed Design Along With Layout And Details Of All Componets And Bifercation Details Of Rates For Each Component Considered In The Quoted Rates As Per Design. The Quoted Rates Are Deemed To Be Included With Rates Of All The Components As Per Desing Where Not Mensioned Here In Before.Nothing Extra Will Be Payable On This Account. 47 Unplasticiscd Pvc Pipes ( Sch 80 ) Hsn Code : 3917 Of Pressure Rating 10 Kgf / Cm2 , Class A Laid In Trenches Of The Following Sizes, 48 ( A ) 110 Mm Dia 49 ( B ) 75 Mm Dia 50 ( C ) 50Mm Dia 51 ( D ) 40 Mm Dia 52 ( E ) 32 Mm Dia 53 Supply & Fix Upvc Ball Valve, 100 Mm Dia 54 Supply & Fix Upvc Ball Valve, 75 Mm Dia 55 Supply And Fix Ppr Gate Valves ( Brass Insert ) Of 50 Mm Bore. 56 Supply And Fix Ppr Gate Valves ( Brass Insert ) Of 40 Mm Bore. 57 Supply And Fix Ppr Gate Valves ( Brass Insert ) Of 32 Mm Bore. 58 Supply And Fixing Of Wet Type Submersible Pressure Pump Capacity Of 5 Hp ( 1W+ 1Sb ) With Suitable Panel Board As Per Is 8034 / 1989 And Is 9283 / 1995 Suitable To Pump With Dry Run Prvententor Etc. Complete As Per Isi Standered Specfication 59 Supply, Install, Testing And Commissioning Of Outdoor Type Factory Fabricated Motor Starter Panel Suitable For 3 Phase 415V, 50Hz System Made Out Of Crca Sheet 3.15 Mm With Suitable Neoprene Rubber Gasket To Make It Completely, Dust And Vermin Proof, Front Openable Type Alongwith Locking Arrangement Having Angle Iron Base Frame And Legs Of Suitable Size, Pcc ( 1:3:6 ) Bedding For Grouting Of Base Including Dismantling And Taking Out Old Unserviceable Panel, Complete All As Specified And Directed. The Panel Shall Comprise The Following Accessories And Specifications :- ( A ) Mccb 4 Pole, 63 Amps, 16 Ka - 01 No ( Incoming ) ( B ) Dolstarter Suitable For 5 Hp Centrufugal Pump Set Incl Timer- 02 Set ( C ) Motor Protection Relay - 01 Set ( D ) Single Phase Preventor - 01 Set ( E ) Phase Indicating Led Lamps Ryb - 01 Set ( F ) Panel Mounted Multifunction Meter Including Cts Of Suitable Ratio - 01 Set ( G ) On / Off Push Button Alongwith Indication Light - 01 Set ( H ) Electrolytic High Conductivity Insulated Copper Bus Bar Of Suitable Capacity - 01 Set ( J ) Pump 1 & 2 Selector Switch ( K ) Auto Mannual Selector Switch -01 No ( I ) Earthing Terminals - 02 Nos 60 S&F Of 80 Mm Nrv For Water Pipe Line Type - Swing Type Flange End Bolted Cover Moc - Ci Complete All As Specified And Directed. 61 S&F Of Pressure Gauge 4 Dial - Ss Glycerine;Type - Diaphragm;Complete All As Specified And Directed. 62 Supply, Laying And Testing Xlpe Insulated Screened, Pvc Bedded, Galvanized Steel Strip Or Wire Armoured, Electric Power Cables ( Heavy Duty ) 1100 Volts Grade With Stranded Aluminium Conductor Of Size 50 Sq Mm 3.5 Corecomplete All As Specified And Directed. 63 Construction Of Valve Chamber Of Followinginternal Size Suitable For Sluice Valve, With 150 Mm Thick Pcc 1:4:8, Type D2, Using 40Mm Graded Aggregate For Foundation, 200 Mm Thick Brickwork With Old Size Fly Ash Bricks In Cement Mortar 1:6, 40 Mm Thick Pcc, 1:2:4, Type B1, Using 20Mm Graded Aggregate Coping, Rendering In Cm 1:4, 15 Mm Thick Including Provision Of Mild Steel Sheet Cover 3 Mm Thick With 40 X 40 X 6 Mm Size Angle Iron Frame Work Embedded In Concrete With Suitable Hinges And Locking Arrangements Including Two Coat Of Synthetic Enamel Black Paint Over A Coat Of Red Oxide Zinc Chrome Primer To Steel Surfaces And Includingnecessary Earth Work Excavation In Any Type Of Soil Etc., Removal Of Surplus Soil Off The Premises Complete All As Specified. ( A ) 900X 900 X 900Mm Type C 64 ( B ) 600 X 600 X 600 Mm Type B 65 External Electric Supply 66 S&F 6 Sqmm Multistranded Copper Conductor, 3 Core Pvc Insulated And Sheathed Copper Screen Protected 1100 Volts Grade Submersible Flat Cable Fixed To Column Pipes With Suitable Clamps &Jointing Material Complete Including Disconnecting & Taking Out Old Unserviceable Cablecomplete All As Specified And Directed. 67 Material And Labour Cross Arms, Bracings, Supports, Clamps And Back Plates Fabricated From Structural Steel Sections Including Nuts, Bolts, Washers, Welding, Bending Cold Or Hot, Drilling Holes For Bolts, In Any Shapeor Size As Indicated Or Directed And Incluse Of One Primer Coad, One Under Coat And One Finhing Coat Of Paint All As Specified And Directed By Engineer-In-Charge. 68 Supply And Fixing 80 Watts Led Floodlight With Fittings On The Roof Of Solar Module Installed Floorscomplete All As Specified And Directed. 69 Point Wiring Complete With 1.5 Sqmm Single Core Pvc Insulated Frls Unsheathed Cable 1100 Volts Grade With Multi Stranded Copper Conductor Drawn Thr Including Non Metallic Rigid Pvc Conduit With All Conduit Accessories Not Less Than 20Mm Dia ( Concealed ) And Including Provision Of 1.5 Sqmm Pvc Insulat Unsheathed Cable Frls As Earth Continuity Conductor, Metal Flush Box And White Cover Plate With Frame For Suitable Number Of Modules Flush Mo Concealed In Walls With Suitable Screws For Housing The Switches, Socket Outlets, Fan Regulators Etc, Complete All As Specified And As Directed. 70 Switch Piano, One Way, 6 Amps, For One Module Complete All As Specified And As Directed. 71 Supply And Lay Gi Pipe 80 Mm Bore Medium Grade For Cable Protection Completeall As Specified And As Dierced. 72 Cutting Existing Road / Pcc / Drain For Laying Of Di / Gi Or Any Typeof Pipe Including Necessary Earthwork, Excavation Exc 600Mm Depth But Not Exc 1Mtr Depth, Wide 800Mm Including Making Existing Surface With Pcc 1:2:4 Type B1 Using 20Mm Aggregate Thickness Of Concrete Is 150Mmcomplete All As Specified And Directed. 73 Security Fencing With Wicket Gate 74 Excavating In Post Holes ( Or Similar Holes ) Each N Exc 0.5 Cum, Getting Out, Returning, Filling In And Ramming Earth Or Broken Rubble Mixed With Earth Around, In Layers Not Exceeding 25Cm In Hard / Dense Soil, Watering, And Removing Surplus Soil To A Distance N Exc 50 M And Making Good Surface Complete All As Specified And Directed. 75 M&L For Pcc 1:3:6 Type C-2 Using 40 Mm Graded Stone Agg As In Foundation Filling And Mass Concrete Complete All As Specified And Directed. 76 S & F Mild Steel Con-Forming To Fe-290 Gde E-165 Qualitya As In Angle Post Or Struts In Fencing Fixed Independently Including Cutting And Bending To Shappe As Directed, Drilling Holes, Notching For Wire, Flat Iron Fillet For Securing Wire Mesh Etc Complete All As Specified And Directed. 77 M&L Mild Steel Structural Framed Work Such As Grills, Gratings Etc., With Ends Of Bars Shouldered And / Or Riveted, Or Forget Into Spikes; Framed Guard Bars; Barred Iron Doors; Ladders; Framed Balusters; Walk Ways; Railings; Framework Of Water Tanks And Similar Work Conforming To Fe-290 Gde E-165 Complete All As Specified And Directed 78 S & F Mild Steel Screw Bolts ( Machine Made ) With Hexagonal Or Square Heads At One End And Screwed The Other, Or Screwed Both Ends, Each Screwed End To Be Fitted With Washers And One Hexagonal Or Squareexc 5 Cm Not Exceeding 10Cm Long And 5 To 10 Mm Dia Complete All As Specified And Directed. 79 Supply Only Chain Link Ms Galvanised Fencing Wire Made With 3Mm Dia Gi Wire & 100X100mm Mesh Size All As Specifiedand Directed 80 Fixing Only Chain Link Fencing Including Line Wires, Any Mesh, Size And Type To Any Type Of Standards, Rails, Straining Bolts, Etc. Including Provission Of Binding Wire Complete All As Specified And Directed. 81 Mild Steel Round Bars 10 Mm Dia And Over As In Strengthening Bars For Chainlink Fencing Conforming To Fe-290 Gde E-165Complete All As Specified And Directed. 82 M & L For Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of New Steel Surfaces Of Any Description Exc 10 Cm Girth Or Width Complete All As Specified And Directed. 83 M & L For Applying Two Coats Of Synthetic Enamel Paint Over A Coat Of Red Oxide Primer Including Preparation Of New Steel Surfaces Of Any Description Not Exc 10 Cm Girth Or Width Complete All As Specified And Directed. 84 Foot Path 85 Surface Excavation N Exc 30 Cm Deep And Averaging 15 Cm Deep And Getting Out In Hard / Dense Soicomplete All As Specified And Directed. 86 M&L For Hard Core Of Gauge Not Exc 63 Mm Size Depositing Spreading , Leveling Watering And Well Ramming With Broken Stone Boulders / Stone Specifiedcomplete All As Specified And Directed. 87 M&L 100 Mm Thick Pcc 1:4:8 Type D-2Using 40 Mm Graded Stone Aggregate As In Floors Surface Finished Cement Surface All As Specified And Directed. 88 M&L Sand Filling Under Floor Or In Foundation Including Watering And Consolidation And All As Specified And Directed. 89 M &Lmachine Pressed Precast Conctete Interlocking Paver Block Any Shape And Size Confirming To Is 15658-2006 Of 80 Mmthickness M-35Grade With Grey Cement & Pigment All As Specified And Directed. 90 Plain Cement Concrete 1:3:6 Type C1 Using 20Mm Graded Stone Aggregate As In Kerbs, Coping Etc Including Necessaty Formworkcomplete All As Specified And Directed. 91 Removing Excavated Soil In Hard / Dense Soil Exc 1.50 Km And Not Exc 5.00 Km Out Side The Campus Including Loading And Unloading Etc., Where Responsibility Regarding Place Of Deposition And Permission From All Authorities Etc., In This Regard Will Be Of Contractor Andcomplete All As Specified And Directed. 92 Mild Steel Ladder 93 Mild Steel Base Plates & Cleats ( Chequred Or Plain ) Channels, Squred Cut Or Notched ( Ordinary And Counter Sunk ) Forming Holes For Nuts And Bolt Or Welded Attachment Including Anchor Nuts & Bolts 20Mm Dia 400Mm Long ( Machine Made ) With Hexagonal Or Squre Heads Conforming To Fe-410- W ( Gde E-250 ) Quality- A Complete All As Specified And As Directed. 94 M&L Plain Cement Concrete, Type B2, 1:2:4 In Foundation Filling And Mass Concrete Complete All As Specified And Directed. 95 M & L For Two Coats Of Black Bituminous Paintof Any Description Wood, Steel, Iron, Concrete, Brick, Stone, Etc., Exceeding 10Cm In Width Or Girth Including Preparation Of New Steel Surfcaes Complete All As Specified And Directed. 96 Ug Sump Of Capacity 20000 Litres 97 Provn Of Rcc Ug Sump Of Capacity 20000 Litres Complete All As Specified And As Directed. 98 Total Of Schedule A
Contract Date: Feb 06, 2024 Contract Value : ₹ 6.39 Crore
Statutory Bodies & Commissions/Committees No of Bidders 7
Tamil Nadu View Result →
18.
Educational and Research Institute #231966 AOC
Tender For Petty Tools And Equipment Petty Tools And Equipment , Connecting Screwdriver10 X 100 Mm , Digital Multimeter ( 3 3 / 4 Digit ) , 4000 Counts , Soldering Iron Changeable Bits15 Watt, 240 Volt , De- Soldering Pump Electrical Heated, Manual Operators 230 V, 40 W , Steel Measuring Tape 3 Meter , Tools Maker Vice 50Mm ( Clamp ) , Cro Dual Trace20 Mhz ( Component Testing Facilities ) , Signal Generator With Digital Display For Frequency Amplitude 10 Hz To 100 Khz, 50 / 600 Ohms ( Output Impedance ) , Analog Multimeter , Function Generator ( Dds Technology ( Sine, Square, Triangle, Ramp, Pulse, Serial Data, Ttl And Modulation ) 1 Mhz -10 Mhz Functionpulse – Modulation Generator With Built In 40Mhz Frequency Counter , Dimmer Starter 3 Amp , Digital Ic Trainer Breadboard For Circuit Design With Necessary Dc Power Supply, Graphical Lcd, Clock Frequency 4 Different Steps, Data Switches: 8 Nos, Led Display: 8 Nos. ( Ttl ) , Seven Segment Display, Teaching Simulation Software , Digital Ic Tester , Power Electronics Trainer With At Least 6 No’S Of Application Board Mosfet Characteristics Scr Characteristics Scr Lamp Flasher Scr Alarm Circuit Series Inverter Single Phase Pwm Inverter , Laser Jet Printer , Internet Broadband Connection , Electronic Circuit Simulation Software With 6 User Licenses Circuit Design And Simulation Software With Pcb Design With Gerber And G Code Generation, 3D View Of Pcb, Breadboard View, Fault Creation And Simulation , Different Types Of Analog Electronic Components, Digital Ics, Power Electronic Components, General Purpose Pcbs, Bread Board, Mcb, Elcb , Dso ( Colour ) 4 Channel , 50Mhz Real Time Sampling 1G Samples / Sec, 12 Mpts Memory With Pc Interface Usb, Lan And Math Function Includes +, -, Fft, Differential, Integral, Abs, Log , Dol Starter10 Hp , Ac Motor Trainer Kit ¼ Hp Motor Single Phase Contactors Relays Mcb Dol Starter , Frequency Modulator And Demodulator Trainer Kit Fm Modulator Type : Reactance Modulator, Varactor Modulator, Vco Based Modulator Fm Demodulator Type All 5 Demodulation Techniques Detailed Teaching And Learning Contents Through Software. , Am / Fm Commercial Radio Receivers , Various Analog And Digital Ics Useful For Doing Project Works Mentioned In The Digital And Analog Ic Applications Modules , Fiber Optic Communication Trainer Full Duplex Analog & Digital Trans-Receiver With 660Nm & 950Nm, Noise Generator With Variable Gain, Four Seven Segment Display Ber Counter, Eye Pattern. , Lcd Based Dpm , Ups Trainer Pwm Switching Technology, Test Points To Measures The Voltages Of Different Sections Overall Functioning Of Ups Trainer, Avr Transformer, Ups With Load Condition , Smps 25 Amp , Mobile Phone Trainer 2G / 3G / 4G Dual Sim Gsm Handset. Frequency Measurement And Band Verification. Real Time Mobile Operation , Lcd Tv ( Trainer Kit ) 21-Inch Full Hd Lcd Color Television Should Support Pal / Ntsc Video Formats Complete Block Diagram Of A Lcd Tv System, Study Board Indicating Various Sections Of Lcd Tv Along With The Test Points And Switch Faults , Led Tv ( Trainer Kit ) 20-Inch Full Hd Led Color Television, Pal / Ntsc Video Formats, Complete Block Diagram Of A Led Tv System, Study Board Indicating Various Sections Of Led Tv Along With The Test Points And Switch Faults Trouble Shooting In Different Sections. , Solar Training Kit / Simulator With Built In Meters For Dcv, Dca, Ac Multifunction Meter ( For Aci, Acv, Power, Frequency ) , Protection Circuits, Bs-10 Terminals For Making The Connection, Single / Dual Axis Tracking System Charge Controller : Pwm Based Mppt, Charging Stage : Bulk, Absorptions And Float , Led Lighting System Measurement Of Power, Voltage, Current, Power Factor And Light Output Performance Of Different Lighting Products Like Led, Cfl At Variable Input , Steel Almirah 2.5 M X 1.20 M X 0.5 M , Lcd Projector 3000 Lumens Or Higher , Digital Web Cam High Resolution ( 3.1 Mp Or Higher ) , Dvd Or Blu-Ray Writer24x Or Higher External ( Usb ) , Projector Screen Matte ( Antiglare ) Screen , Digital Multimeters 3.5 Digit Handheld Type , Mini Dongle For Bluetooth Devices Connection Usb , Optical Scannerflatbed A4 , Screw Driver Setstandard , Headphone &Mic. Set Wireless , Sound System2:1 , Lan Tester Utp Cat5 Cable Tester ( Rj 45 ) , Ms Office 2016 ( Professional ) Or The Latest Version Available At The Time Of Procurement With Cd / Dvd , . Tallyerp 9 Or Latest With Original Cd / Dvd , Vacuum Cleaner Hand Held , Fire Extinguisher Co2 2 Kg , Fire Buckets Standardsize , Cartridges For Printer Colour / Monochrome As Per Model Of The Printer Canon Mf 226Dn , Pen Drive 32 Gb , Power Adapterfor Hub, Switch, Router5 Volt 1 Amp , Screw Pitch Gauge To Cover Above Threads , Solar Water Heater System 150 Ipd , Combination Set200 Mm , Hammering Drilling Machine G.Bh5-40 D , Ranging Rod Wooden Fittediron Shoe2 Meter Long , Prismatic Compass With Stand 110 Mm Dia , Plain Table With Stand With Accessories - Alidade, Trough Compass , Spirit Level ( 6 Inch ) , U- Fork , Plumb Bob , Telescopic Alidade , Levelling Staff4 Mt.Leading 2 5 Mttelescopic Type , Printer A3 Leser Jet With Scanner ( Multipurpose ) , Hydrometer Specific Gravity Hydrometer 1.200-1.420:0.002 300 Mm, Pc, , Solar Insulation Meter , Pyranometer , Pyrheliometer , Sun Shine Recorder , Cut Model Of Lead Acid Battery , Iv Curve Tester , Sun Path Finder , Solar Photovoltaic Module75 W Mono Crystalline Module 75 W Amorphous Silicon Module 250 W Thin Film Module 5W, 10W, 40W Poly Crystalline Module , Solar Panels 250 Wp , Solar Charge Controller With Dusk To Dawn Automatic Switching12v, 10A , Solar Charge Controller With Manual Switch ( Day Lighting ) 12 V 10 A , Array Junction Boxfor Connecting 250W X 4 Nos. Solar Panel With Dc Fuse, Dc Mcb, And Surge Suppressor Protection , Solar Lantern Assembly Sets , Home Light System 12 V Dc With Fm Receiver, Led Bulb And Mobile Charger As Loads , Spirit Levelfor Floor Level Check , Anemometerfor Wind Speed Measurement , Dc Table Fan 12 V , A.C. Voltmeter M.I 0 –500V Ac , A.C. Energy Meter Three Phase, 15 A, 440 V Induction Type , Kilo Wattmeter Analog0-1.5-3Kw, Pressure Coil Rating240v / 440V, Current Rating-5A / 10A Analog, Portable Type Housed In Bakelite Case , Dc Led Lamp 3W, 5W, 10W , Solar Pcu Off Grid 1 Kw Mppt Sine Wave Solar Power Conditioning Unit , Solar Street Light 12V, 75Ah Battery, 75 Wp Solar Panel, 12V, 10A Dusk To Dawn Charge Controller, 60 W Led Lights And 9 M Height Pole All Dismountable , Solar, Wind And Hybrid Power Plant1 Kw Cumulative , Rechargeable Battery6 V 5 Ah , Led Lights 6 V Dc , Rubber Gloves , Safety Goggles , Safety Helmet , Wiring Board 3 Meters X 1 Meter With 0.5 Meter Projection On The Top , Gum Boots , First Aid Kit
Contract Date: Mar 04, 2022 Contract Value : ₹ 24.00 Lakh
Boards / Undertakings / PSU No of Bidders 5
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