SUMMER TRAINING PROJECT REPORT

SUMMER TRAINING PROJECT REPORT49

AD

SUBMITTED BY:NAME: SINDHUJA GANTAYETROLL NO.: 110CE0409INSTITUTE: NATIONAL INSTITUTE OF TECHNOLOGY, ROURKELANATIONAL INSTITUTE OF TECHNOLOGY, ROURKELASUMMER TRAINING PROJECT REPORT

PROJECT REPORT ON AIIMS HOSPITAL COMPLEX BHUBANESWAR

LARSEN &TOUBRO LIMITED: ECC DIVISION BUILDING & FACTORIES OPERATING COMPANIES ACKNOWLEDGEMENT

PROJECT HIGHLIGHTS-SALIENT FEATURES

Out of the five packages Package-II that is AIIMS Hospital Complex is handed over to L&T ECC B&F IC.

ABSTRACT

MAP SHOWING PROJECT LOCATION

AIIMS HOSPITAL COMPLEX The proposal named PRADHAN MANTRI SWASTHYA SURAKSHA YOJNA (PMSSY) has been launched by the Honble Prime Minister of India to offer Speciality and Super-speciality medical care and to improve the quality of medical education by creating six AIIMS like apex healthcare Institutes at Bhopal, Bhubaneshwar, Jodhpur, Patna, Raipur & Rishikesh in the states of Madhya Pradesh, Orissa, Rajasthan, Bihar, Chhattisgarh and Uttarakhand respectively. The proposed Institutes shall have state-of-the-art multi-specialty /super-specialty facilities with captive hospital, medical college with annual intake of 100 undergraduates and P.G/Doctoral courses in various Specialty/Super-specialty disciplines based on Medical Council of India (MCI) norms, requisite infrastructures, nursing college, hostels and housing complexes.The AIIMS like Institutes would be centre of excellence and completely autonomous on the line of IITs/IIMs. These Institutes would be run and managed by Government of India. These Institutes will participate in providing national leadership in the education of physicians and medical scientists, biomedical research and in the application of sophisticated medical technology to patient care. The activities of the Institutes will focus on providing the highest quality patient care services, medical education and in advancing biomedical research. Hospital facilities in India attract very large crowds .The facilities being created are to be used by the poorest population of the country. It is envisaged that these facilities would be holistic in nature, economical to build, respond to the local environment and climatic conditions and create an environment which is user friendly. The objectives of project development are Modular Pattern of development, ability to expand to meet future needs, be energy efficient in use of Water, Power and other scarce resources. Air-conditioned areas would be limited to essential services of the hospital functioning. Service needs of these facilities plays an important part in the development of the facility. Thus building services, mechanical systems, materials of Construction and movement systems for waste management etc form a major component of these facilities. The Institutes have been envisaged as centres of excellence for undergraduate and postgraduate medical education, nursing education and medical services and are to be trendsetter in health research and advancement of medical sciences in India. The Institutes will provide educational facilities of very high quality comparable to the very best in the world for necessary medical manpower development. The Institutes will train medical graduates, post-graduates with international levels of quality and efficiency in health care delivery. The Institutes will implement new approaches for medical education. They will provide best facilities for postgraduate studies and research. The Institutes, with state-of-the-art high-tech medical equipment, will offer diagnostic and therapeutic care in clearly identified specialty and super-specialty services. The Institutes will also conduct health research, both basic and applied. The Institute shall consists of: 500 Beds hospital providing Medical treatment in 18 Specialty disciplines 300 beds in 15 Super-Specialty discipline. 50 beds in ICU and critical care 50 beds Trauma ICU expandable to 100 beds and 50 bedded Recovery cum Rehabilitation Unit to be constructed at a later date. 30 beds for PMR (Physical Medicine and Rehabilitation) 30 beds for AYUSH Facilities 6 Basic Science Department Organ Retrieval Banking Organisation Centre. State of the art Diagnostic Centre to be constructed later Medical College with 100 intake capacity per year and PG/Doctoral courses in various discipline with admission based on MCI norms. Nursing College with annual intake of 60 students.

Residential facilities shall come up as under: Housing for 167 Staff from Type I to V and Directors Bungalow Hostel for UG for 375 Occupants Hostel for PG and Interns 216 Occupants Hostel for Residents 190 Occupants Hostel for Nurses 200 OccupantsBED DISTRIBUTIONS: SPECIALITIES BEDS

Surgical & Allied Specialities220

General Surgery120

Orthopaedics60

Ophthalmology20

Oto-rhinolaryngology20

Medicine & Allied Specialities220

General Medicine120

Paediatrics60

TB & Respiratory Diseases20

Dermatology & STD10

Psychiatry10

Obstetrics & Gynaecology60

Obstetrics35

Post- partum5

Gynaecology20

TOTAL500

The Institute shall also have the following super-specialty departments with the bed distribution as indicated below: SUPERSPECIALITIES BEDS

Cardiology20

Cardio-thoraic Vascular Surgery20

Gastro-enter logy20

Surgical Gastro-enter logy20

Nephrology20

Urology20

Neurology20

Neurosurgery20

Medical Oncology20

Surgical Oncology20

Endocrinology/Metabolism20

Clinical Haematology20

Paediatric Surgery20

Burns & Plastic Surgery20

Pulmonary Medicine20

TOTAL300

Intensive Care Unit & Critical Care Unit50

Two additional divisions are also to be integrated to the Institute:AYUSH FACILITIES30

PMR DEPARTMENT90

AIIMS, Bhubaneswar is a fast track project in the eastern Indian region. Former Prime Minister Atal Bihari Vajpayee had laid the foundation stone for this prestigious project on July 15, 2003 . But no construction work, however, had started at the site till 2009. With the state government taking up appropriate measures for speedy execution of the project, construction work has gained momentum at the site in the last three years. The construction part of the Hospital Complex is complete with finishing works proceeding at a faster rate. The Medical College has been functional since . Even engineers felt the deadline for the 970-bed hospital, under the Pradhan Mantri Swasthya Suraksha Yojana, with 15 super speciality and 18 speciality wards. The hospital has given many good opportunities to the villagers near by as the project has provided them job and also the cost of the nearby area has increased .OBJECTIVE: To develop a pattern of teaching in undergraduate and postgraduate medical education in all its branches so as to demonstrate high standard of medical education to all medical colleges and other allied institutions in India. To bring together in one place educational facilities of the highest order for the training of the personnel in all important branches of the health activity. To attain self sufficiency in postgraduate in medical education.FUNCTIONS: Undergraduate and postgraduate teaching in medical and related physical biological sciences. Nursing and dental education Innovations in education. Producing medical teachers for the country. Research in medical and related sciences. Health care : preventive, promotive and curative; primary, secondary & tertiary. Community based teaching and researchBRIEF INSIGHT TO INITIATION OF THE PROJECT: Government of India has launched the Pradhan Mantri Swasthya Suraksha Yojana (PMSSY) with the objective of correcting regional imbalances in the availability of affordable/reliable tertiary healthcare services and also to augment facilities for quality medical education and research in the country. Under the first phase of the scheme, six new AIIMS like institutions are being set up, one each in the States of Bihar (Patna), Chattisgarh (Raipur) , Madhya Pradesh (Bhopal) ,Orissa (Bhubaneswar), Rajasthan (Jodhpur) and Uttarakhand (Rishikesh) at an estimated cost of approximately Rs 820 crores per institution. The proposal for setting up AIIMS like institutions was first made in 2003 by BJP led NDA government. However it was cleared by the CCEA on March 16, 2006, 10 months after UPA government came to power. It was decided that each site would be taken as separate and independent project instead of clubbing all six together. The respective State Governments have provided 100 acres of land free of cost. The construction work has been split into 7 different packages depending upon functional and sequential requirements core specialization needs. Tenders/NITs for main civil packages viz.i) Civil works for Medical/Nursing Collegeii) Civil works for Hospitalsare being invited. The total cost of these two packages is in between Rs 250 crores to Rs 300 crores for each site, totaling Rs 1908 for all six sites.PROJECT AT A GLANCE

OTHER DETAILS:Location : Sijua, KhurdaCommencement of Work : 16th September, 2010Handover Schedule : 15th January, 2014DPR Consultant : CES(I) Pvt. Ltd.Job Value (Project Cost) : 261 croresBuilt up Area : 1184000 sq ftCivil Works : 165 croresMEP Works : 96 crores

DPR CONSULTANT-CES (I) PVT.LTD Consulting Engineering Services (India) Private Limited (CES), an ISO 9001:2008 certified company is a dynamic international multidisciplinary organization of designers and consultants. Since its inception in 1969, it has acclimatized itself to the changing needs of the society and has grown to become a multifaceted organization providing an entire range of solutions in infrastructure development, planning, engineering and construction management. This organization has continuously strived to achieve better than world-class standards with its about 2000 workforce primarily consisting of planners, engineers, economists, analysts, architects, IT professionals, environment specialists and project managers. The vision is to synergize technological advancement with development and create sustainable growth to improve lifestyles.CES commenced the exciting journey about four decades back and continues to work towards giving technology a human touch, both within and outside the organization. Keeping in mind the fact that it is a company with an international face, CES emphasizes on building its human resources and creating a conducive environment for talent to grow and prosper. CES has travelled a long way in the past four decades producing architectural marvels throughout the globe and is still marching ahead. The AIIMS Hospital Complex project is has added another feather to its cap. Some of its projects include: Delhi Metro Station V.I.P. Lounge, Shillong Airport Nivedita Setu, Kolkata IISER, Bhubaneswar Supreme Court, Muscat Gangavaram Port, Vishakhapatnam Dhaka Sheraton, Bangladesh Rupsha Bridge, Bangladesh Panipat Elevated Corridor, Haryana Indira Gandhi Stadium, New Delhi

HOSPITECH PVT. LTD. (PMC) Hospitech Management Consultants Pvt. Ltd. has been admired for delivering beyond conventional PMC services to its clients, while constantly driving excellence. Having firmly established its credentials for over a decade and putting it on a steady growth path, Hospitech has been leading multi-disciplinary teams in turning imaginative ideas into engineering and construction marvels. It has a clear focus on the needs of our clients and work to constantly deliver projects on time and within budget. Their clients have a responsive and transparent relationship with us, while we solve all their construction challenges. Established in 1996 and based in New Delhi, our network of offices in Raipur, Jodhpur, Bhubaneshwar, Guwahati, Sagar, Jaipur & Chandigarh allows us to understand and resolve issues locally, while our clients retain a single point of contact. The project portfolio includes successful mega projects in sectors such as Hospitals, Medical Colleges, Residential, Commercial, Institutional, Infrastructure, and Townships. An extraordinary team of people, we are empowered to deliver the best projects safely and efficiently in cost effective manner, while constantly redefining industry best practices.AIMS & OBJECTIVES: Health Care Projects To carryout complete architectural, engineering services, medical equipment planning, and project management consultancy in healthcare health service, medical care projects & health systems management and development of:-1. Infrastructure.2. Instruments & equipments.3. Institutional man power development.4. Liaison with different government organization. Hospitals/Medical Colleges To provide complete architectural and total consultancy services to establish, develop, manage and maintain hospitals .Including teaching hospitals, Medical Colleges, up-gradation / expansion of hospitals, establishment of super speciality hospital services etc. Institutions To provide complete and comprehensive consultancy services to establish medical colleges, dental colleges, paramedical & allied health science healthcare institutions and research centres etc.

Ancillary Infrastructure To plan, design and develop various main and ancillary infrastructure facilities for healthcare institution, medical, dental, allied health science institutions and as per statutory requirements as prescribed.

Instruments & Equipments To plan, schedule, procure, install, operate and maintain hospital instruments and equipments especially for Medical, Dental College, Allied Health Sciences including Nursing, Pharmacy, Physiotherapy, Occupational Therapy, Medical Lab. Technology, X-Ray Teaching Course etc. and its associated teaching hospitals.

Human Resources To develop / improve / provide human resource and manpower development for healthcare and healthcare delivery systems which can fetch self - employment, private placements, government jobs and overseas opportunities R & D To assist R & D in healthcare facilities.

L & T ECC- A BRIEF GLIMPSE Larsen & Toubro Limited, also known as L & T is an Indian multinational conglomerate having business interests in engineering, construction, manufacturing goods, information technology and financial services. L & T is Indias largest engineering and construction company with a dominant presence in Indias infrastructure, power, hydrocarbon machinery, shipbuilding and railway sectors.ACHIEVEMENTS: Considered to be the bellwether of Indias engineering sector, L & T was recognized as the COMPANY OF THE YEAR in 2010. In recent years, L & T has expanded its global presence and international projects contributed 9% of its overall for the 2010-2011 period. L & T has featured four times in FORBES FAB 50 list of the best public companies in the Asia-Pacific region. In 2012 Forbes magazine ranked L & T the worlds 9th most innovative company, ahead of Google and Apple Inc. One of the most beautiful master-piece of L & T constructions is the LOTUS TEMPLE, Delhi.HISTORY IN BRIEF: The company was founded in Mumbai, in 1938 by two Danish engineers, Henning Holck-Larsen and Soren Kristian Toubro. The company began as a representative of Danish manufacturers of dairy equipment. Independence and subsequent demand for technology and expertise offered L & T the opportunity to consolidate and expand. Offices were set up in Kolkata (Calcutta), Chennai (Madras), and New Delhi. On 7 February, 1946, Larsen & Toubro Private Limited was born. In December 1950, L & T became a public company with a paid-up capital of Rs 20 lakhs. Notable orders executed by the company during these periods which it a large name in erection contractor in the country are Amul Dairy at Anand and blast furnace at Rourkela Steel Plant. In 1976, Holck-Larsen was awarded the Magsaysay award for International Understanding in recognition of his contribution to Indias industrial development.OPERATING DIVISIONS: Engineering and Construction Projects L & T Power Heavy Engineering L & T Solar Electrical and Electronics Information Technology L & T Machinery & Industrial Products Modular fabrication facilityECC DIVISION: ECC - The Construction division of Larsen & Toubro Limited - is India's largest construction organization. Many of the country's prized landmarks - its exquisite buildings, tallest structures, largest industrial projects, longest flyover, highest viaducts - have been built by ECC. Leading-edge capabilities cover every discipline of construction: civil, mechanical, electrical and instrumentation. As a division of L&T, ECC has the resources to execute projects of large magnitude and technological complexity in any part of the world. The business of ECC Division is organized in six business sectors which will primarily be responsible for Technology Development, Business Development, International Tendering and work as Investment Centres. BUSINESS SECTORS ARE: Buildings and Factories Sector Transportation Infrastructure Sector Industrial Projects & Utilities Sector Hydrocarbon & Power Sector Power Transmission & Distribution Sector Hydel & Nuclear Sector ECC today is organised in to four Operating Companies to allow for more in-depth technology and business development as well as to focus attention on domestic and international project execution. Each Operating Company is further split into different Business Units (BUs) to take care of the specific needs of various customers. The Operating Companies (IC) includes: Buildings and Factories Operating Companies(B&F IC) Infrastructure (Infra IC) Metallurgical, Material Handling & Water(MMH&W OC) Electrical & Gulf Projects(E & GP OC)VISION:

AN OVERVIEW OF JOB SITE Before the commencement of any kind of construction work at the said site a temporary layout is made which includes the offices, storage yards, shelter for labourers which are abandoned once the project is complete. The hospital complex, which is the focal area of construction is given proper access by providing a road all around it. The southern part of the site has labour colony, security office, time office and EHS department. All these blocks deal basically with labourers so they are placed at one side. On the eastern side of the complex there is site office, store , yard and client office so that there is a better communication between the contractor and client. MEP , P&M ,Steel yard is more nearer to the construction site so that less time is required for carrying the material to the site. On the northern side quality department and batching plant is there which is at the minimum distance. The batching plant provides the ready mix concrete so that concrete can be provided at the fastest speed to the required place of construction.

ORGANIZATIONAL BREAKDOWN STRUCTURE OF THE SITE Any structure, big or small, is not an outcome of the hardwork of a single person. For efficient execution and faster completion the project is divided into various functional departments which are guided and headed by the Project Manager. Below is the hierarchy of the organizational breakdown structure of the site:

FUNCTIONS, ROLES & RESPONSIBILITIES1. PROJECT MANAGER At a site, the project manager holds the highest position in the hierarchy and thus his job basically includes organizing & managing all resources and field activities to achieve an efficient and economic completion of the contract, within the agreed time and cost, whilst paying due regard to safety and meeting Product Quality requirements. planning resources, preparing ACE and discussing and agreeing upon during Kick-off meeting. obtaining approval for ACE & Resources from appropriate level of management. reviewing & approving and reporting JCR, MIS & MPR to cluster. implementation of PQP liaison with customer, statutory and regulatory authorities. negotiation with S/C and vendors for fixing rates approval of Purchase Requisition, Work Orders and Purchase Orders at site or obtaining approval from higher ups as per organization guidelines. monitoring Corrective and Preventive Action. best Practices identification, nurture and report. development of employees. identification of Front-line Supervisors.

2. PLANNING DEPARTMENT Planning is the process of bridging the gap between Where We Are and Where We Want to be in Future. SIGNIFICANCE OF PLANNING: Focuses attention on objectives. Offsets uncertainty and risks Provides sense of direction. Provides guidelines for decision making. Increases organizational effectiveness Provides efficiency in operation Ensures better coordination Facilitates control Facilitates delegation

ROLE OF PLANNING IN THE INITIAL STAGE OF THE PROJECT: The role of planning department begins as soon as a tender is called. In the first round of meeting, the client calls for a meeting to discuss the major scope of work, milestones etc. After the discussions a second round of meeting is called where the Bill of Quantities is given to the contractors. The contractors interested in taking the work should submit details of their company and their previous works. The client then selects around 3 5 contractors according to the prequalification criteria. The client briefs about the project and discusses about the detailed schedule, milestones, and contractors submit the rate analysis for each item. Based on these, the client decides the contractor. Once a contract is awarded to L&T, the project is directed to the Regional Office or Head Office. The Senior Manager then decides the person who will be the Project Manager. Then Project Manager then decides on his team including the Planning Manager, Construction Manager and others which have to be approved by the Senior Manager. The Project Manager and the Planning Manager then decides on the resources, Plant and Machinery required and prepares a detailed schedule of resources. CONTRACTS: A contract is a detailed statement of understandings by the parties for a desired task. It is a light house guiding and directing all the project activities. Technically speaking, contract is an agreement between two parties with deliverables, money and schedules.Contracts followed and adopted in this project:1. Special Conditions of Contract2. General Conditions of Contract3. CPWD SpecificationsSPECIAL CONDITIONS OF CONTRACT: The highlights of the SCC are listed below:Scope of the ContractProvision for temporary facilities

DrawingsFurnishing of drawings by PC to contractor

Disruption of ProjectInformation to PC about any delay of work

Authority & Duties of PCPower of PC on behalf of Client to take decisions within the framework of contract

Contractors General ResponsibilitiesIncludes execution of work, stability & safety, arrangements for temporary works, clearance, storage & dewatering

Absence of specificationsMaterials & works not mentioned in specifications are to be borne by Contractor

Access for InspectionRepresentatives of client & PC are given full freedom for inspecting any place or material related to project

Examination of Work before covering upPermission of PC/Client before covering up any part

ClaimsClaims, additional payments or works carried out by Contractor is sent to PC

VariationsVariation in quatity or amount of work shall be governed by PC with prior approval of Client

Inspection &Testing during manufacturePower of PC to inspect, examine and test material, workmanship and progress of the work, report if found unsatisfactory

Virtual Completion CertificateNotice by the Contractor to the PC after virtual completion of work

Approval & AcceptanceProvisional Acceptance, Certificate of Final Completion

Works by other AgenciesReservation of rights by Client, PC to use the portion of site not included in the Contract by other agencies simultaneously.

Insurance PoliciesContractors All Risk Policy or Third Party Insurance in the joint name of the Contractor & the Client

Billing & CertificationSubmission of monthly running bills, Monthly Progress Report as per CPWD to the PC

Terms of PaymentMonthly payment after submission by the PC and approval of EIC

Plant Temporary Works & MaterialsRemoval of Constructional plant, Temporary works by the Contractor within 10 days of obtaining of Completion Certificate

Reports by ContractorMaintenance of daily weather report, weekly reports, monthly progress report by the Contractor

GENERAL CONDITIONS OF CONTRACT:The highlights of GCC are:Conditions of ContractsDefinitions of the terms Accepting Authority, Contractor, Department, Expected Risks, Site, Works, Bid Value etc. Describes Scope & Performance, Works to be carried out, Sufficiency of tenders, Discrepancies and Adjustment of Errors, Signing of Contract.

Clauses of ContractsPerformance Guarantee, Compensation for Delay,

Safety Code

Rules for the Protection of Health & Sanitary Arrangements for Workers employed by Contractors

Contractors Labour Regulations

Formats

Proforma of Schedules

CPWD SPECIFICATIONS:PLANNING DONE AT THE SITE: Planning for work was done for all the three towers at the initiation of the project. All the schedules as per the MPCS system were prepared and followed since thereon. The following are the main BOQ- activities which were planned on site, Activity Description: WBS-Earth work (or) Excavation in WBS-Anti-termite treatment WBS-Reinforcement steel WBS-Concrete Works WBS-Formwork / Shuttering WBS-Masonry WBS-Plastering all mix WBS-Painting all type WBS-Water ProofingThe planning office with the reference of boq started jolting out the way in which it should go ahead. Now the project started somewhere around in September 2010. The planning for foundation was a very important part. Next they made the blocks of the total construction done. They set a target date for the slab casting of each and every floor. Than they also set the amount of concreting to be done every month. Every month detailed plan is been done and the target is set and then conveyed to the respective department. Than the departmental co ordination is very important.On this site there is no separate contract division. So the planning department itself take care of the contract also. On this particular job the contract basically is a cpwd form of contract. The specifications used is also the CPWD specifications for the job.Tracking is also a part of the planning department. The planning department here on site regularly track the work done. It keeps a record of how much work has been done and what was set to be done. The role of planning department is very pivotal in the efficient progress of the work. Hence the coordination of planning department is important not only with the project manager but also with the other departments.PLANNING TOOLS IN L & T:MANAGEMENT PLANNING & CONTROL SYSTEM (MPCS):There are certain schedules defined for every site at the beginning of the Site Management with following objectives: To establish an overall plan for the Project. To mobilize different resources like Labor, Materials, Staff, and Construction Equipments as planned for different activities. To establish a plan for the amount to be billed per month. To identify the Critical Path and Important milestones for the Project.

COMPONENTS OF MPCS TENDERING SYSTEMIt consists of two parts The exact preparation of a tender and submission to the client Tendering processUnit costs of various works are computed comprehensively and the project cost is estimated for quoting the price at the time of tender. A planning exercise as part of the preparation of tender Tendering system

SCHEDULING SYSTEMThe planning department manages different tasks by preparing different schedules-LIST OF SCHEDULES:- S0CONSTRUCTION PROGRAMME

S1SCHEDULE OF INVOICING

S2SCHEDULE OF MILESTONE & EVENT

S3SCHEDULE OF P & M

S4SCHEDULE OF STAFF

S5SCHEDULE OF LABOUR

S6SCHEDULE OF MATERIAL

S7SCHEDULE OF SPECIALISED AGENCY

S8SCHEDULE OF DIRECT COST

S9SCHEDULE OF INDIRECT COST

MANAGEMENT INFORMATION SYSTEM(MIS)These are the reports submitted to the regional office at regular intervals. These reports keep the regional office informed of the performance of various departments in the site. This gives the upper management a fair idea about the performance of the different sites in the region. The following are certain MIS reports sent to the site at regular intervals: Actual quantity Vs Contractual quantity: This report shows the variations between the actual and the contractual quantities till the month of the submittal of this report. Physical Progress report: This report shows the progress of the project in terms of the units of work performed till the month in which the report is prepared. Schedules: Various schedules are updated monthly and sent to the regional office. For instance, the S3 schedule consists of the P&M equipment required in the site and the status of the equipment availability, the S4 schedule consists of Staff details. Value Drivers: There are certain value-drivers to which the organization is committed. Some of the value drivers are completing the project in time, quality of the product, etc. The target and the percentage achieved of the value drivers are reported to the regional office. Minutes of Meeting: The details regarding the Kick off meeting conducted in the month are furnished in this report. Client Issue material: The materials issued for the client in the month are compared with the material to be issued as per the contract. The differences are analyzed and the reasons are specified in the report. Invoice Report: The invoices made in the month are reported and compared with the planned schedule of invoices from MPCS. Subcontractor related: The work progress and the payments made to the sub contractors are submitted in this report. Performance Report: The Performance in terms of the capital and the progress in the successful execution of project with the planned gross margin is reported in this report. Cost Statement: The monthly Cost statement generated through the system of CeMa is also sent to the regional office / HQ at regular intervals. Others: Other reports related to the site are also sent when requested by the regional office. These reports help the regional office in evaluating the performance of the sites in the region. MONITORING SYSTEM: All the milestones which have been planned shall be notified to the various Sections heads on monthly basis (monthly targets) and accordingly, the critical activities shall be executed from time to time. To keep a track of the situation, daily progress reports from various Section heads shall be submitted to Planning In-charge. There is a Planning Personnel who will visit from time to time to assess the Actual progress at the Site. Also any changes in the quantity of work are regularly updated in the MSP schedule. There will be Daily / Weekly meetings internally among the Section Heads and Project Manager to discuss and review about the Progress at Site. Actions shall be formulated for critical activities, if hampered and the lagging schedule shall be reviewed thoroughly until the situation is under favorable conditions. There will be a strong support available at Regional Office level and at Head Quarters level in dealing with the costly affairs like procurement of materials / equipments, staff requirement at Site, etc. Other reports to be generated like Monthly Performance report, JCR, Progress report etc. ACCEPTED COST ESTIMATE (ACE):The yardstick for measuring the profitability of a project. Accepted Cost Estimate is a detailed estimate of the expected cost to be spent for the successful completion of a job. It consists of two parts: Direct Cost( or bid Item Cost) and Indirect Cost( or Overheads). It enables top management to estimate the profitability of the project at the beginning and site management to monitor the profitability of the job during execution of the job by comparing with JCR vis--vis ACE. It is to be prepared within one month from the date of the receipt of order from the client. The cost comprises of: Materials Costs Sub-Contractor Costs P&M Hire Site Overhead RO/Cluster Overhead A&M Expenses HQ OverheadThe ACE comprises of the following: Top Sheet Analysis of Direct Cost Analysis of Indirect Cost Assumptions JOB COST REPORT (JCR):Job Cost Report is the activity wise, quantitative and qualitativereport on financial performance of a project indicating current status and projection till completion. It also provides comparison with the original estimates. This report will assist in reviewing every month, actual vis--vis scheduled costs of activities and initiating corrective actions in case of overruns in cost.The basic input for the JCR is the cost statement. While the Planning Engineer prepares the JCR, the input cost statement is prepared by the Site Accountant. Co-ordination is pre-requisite in preparation of this report.

DOCUMENTS HANDLED BY PLANNING DEPARTMENT:Following are the documents that are being handled by planning department: 1) Preparation of construction schedules (S0 to S10)2) Job cost report (JCR) 3) Review of cost statement4) Monthly progress report5) Client billing6) MOM for progress review meeting7) Quantity calculation8) Document control (issue& maintenance of drawing)9) DPR (Daily Progress Report)10) Bulk material Reconciliation11) Sub contractor billing12) Work order management13) S3 & S4 report14) Stock statement15) Internal Audit Report16) Workmen productivity report17) SIS (sales invoicing report) data for the month18) Monthly training report19) Closure of NCR (Non Conformance Report)20) Safety statistics report21) P & M report 22) Customer Complaints/feedback/appraisal letters23) Best practices adopted24) Make list certified vendors25) Running account bills26) Bar bending scheduleOTHER ACTIVITIES OF PLANNING DEPARTMENT: Communication to client Communication to consultant Communication to sub contractor communication to the regional office Technical literature Drawings EstimationENTERPRISE INFORMATION PORTAL: EIP is Enterprise Information Portal for L&T ECC since 2000 and gives an access for top management level, employees, vendors, clients etc. Basically all the information related to new projects, old / existing projects are available along with the details of BOQ, vendor list, sub-contractor list, Material receipt notes (MRN), Material Request (MR) raised, Purchase Orders (PO) booked, JCR for sites, project statistics, work order management, asset management, etc.

3.EXECUTION DEPARTMENT

4. QUALITY CONTROL DEPARTMENT

INTRODUCTION:The product of desired quality must be: Fit for use. Satisfy specific requirements. Should be economical. Should require less maintenance. Should be durable. Should satisfy customers need.

Need for Quality:Quality is required in order to achieve the following tasks: To increase the efficiency of the product To reduce operating cost To improve the product output To improve the standards(skills) of the workers/employees To achieve customer satisfaction. To reduce reworkBenefits of Quality Control: Improvement in Product Quality Reduction of scrap and rework Reduction in operating Costs / Losses Improvement in Product design / Employees Morale Reduction of Bottle necks in the process of Manufacture Increased production / Customer Satisfaction

HIGHLIGHTING FEATURES:

QUALITY CONTROL:It is a system of routine operational activities and techniques that are required to fulfill the requirements for quality of the inventory as it is been developed. It includes detection of non-conformity by measuring, testing and inspection. Objectives: Provide routine and consistent checks to ensure data integrity, correctness and completeness Identify and address errors and omissions Document and archive inventory material and record all QC activities.QC activities include general methods such as accuracy checks on data acquisition and calculations and the use of approved standardized procedures for emission calculations, measurements, estimating uncertainties, archiving information and reporting. Higher tier QC activities include technical reviews of source categories, activity and emission factor data, and methods. QUALITY ASSURANCE:All those planned and systematic activities or actions necessary to provide adequate confidence that the product or service will satisfy the given requirements for quality . These activities include a planned system of review procedures conducted by personnel not directly involved in the inventory compilation/development process. Reviews, preferably by independent third parties, should be performed upon a finalized inventory following the implementation of QC procedures. Reviews verify that data quality objectives were met, ensure that the inventory represents the best possible estimates of emissions and sinks given the current state of scientific knowledge and data available, and support the effectiveness of the QC program.QUALITY MANAGEMENT SYSTEM: The said system plays a pivotal role in coordinating activities to direct and control an organization with respect to quality. It involves all phases from initial identification to final satisfaction of requirements & customer expectations laying emphasis on process approach. It is oriented towards the reduction, elimination and most importantly prevention of quality deficiencies. L&T-ECC Division, Buildings & Factories OC has a well-established and documented Quality Management System (QMS) and is taking appropriate steps to improve its effectiveness in accordance with the requirements of ISO 9001:2008.QMS PRINCIPLES:CUSTOMER FOCUSUnderstand present & future customer needs and try to achieve the same

LEADERSHIPCreating & maintaining environment apt for achieving organizations objectives

INVOLVEMENT OF PEOPLEUtilizing abilities of the people for the benefits of the organization

PROCESS APPROACHAchieving desired results by managing activities & resources

SYSTEM APPROACH TO MANAGEMENTAchieving efficiency & effectiveness through inter related processes as a system

CONTINUAL IMPROVEMENTImproving organizations overall performance

FACTUAL APPROACH TO DECISION MAKINGAnalyzing data and information to make effective decision

MUTUALLY BENEFICIAL SUPPLIER RELATIONSHIPBoth are interdependent & cordial relations

DOCUMENTATION OF QMS:

ISO 9001:QMS REQUIREMENTS:

AUDITS:PROJECT QUALITY PLAN:CONQUAS:TESTS PERFORMED ON SITES TO CHECK QUALITY:

5. ENVIRONMENT, HEALTH & SAFETY DEPARTMENTWHAT IS SAFETY? When you gamble with safety, you bet your lifeSafety is the state of being safe, the condition of being protected against physical, social, spiritual, financial, political, emotional, occupational, psychological, educational or other types or consequences of failure, damage, error, accidents, harm or any other events which could be considered undesirable. Workplace safety is a key issue for employers and employees. Everyone has a responsibility to ensure the safety of themselves and others affected by their activities in the workplace. SAFETY IN L & T: In L&T 5% project cost is spent on safety.1st to 31st January is celebrated as safety month. The site has an EHS committee comprising the Project manager, Safety In charge, Construction Manager, Planning manager & sections heads. They meet once in a month to discuss all the safety aspects of the project and the review of previous meetings is done. The management provides strong demonstrable visible leadership and commitments towards EHS by personal example and action. The Management participates in EHS meetings, conduct site Inspections and EHS Audits, to encourage a positive attitude towards EHS. EHS is put as the first agenda of all review meetings at Headquarters, clusters & project sites to create and sustain a Company Culture in which employees share a commitment to EHS. OBJECTIVES AND TARGETS:The following are the objectives and targets which are reviewed quarterly in Project EHS Plan: Zero fatality accidents Construction Safety Programme for Execution Staff EHS Risks Assessments & Safety Work Methods PPE Implementation Fall Protection Arrangement Key Performance Indicator on EHS Bulk Materials Wastage Targets Dust Pollution Prevention Ambient Air Quality Monitoring Re-plantation of trees EHS POLICY:

RISK ASSESSMENT: To assess the risk of the activities to be executed, rate the risk levels as per the risk assessment matrix, and identify the control measures so as to bring the risk level to ALARP.ACTIVITIES TO BE CONSIDERED:EHS Risk Assessment shall be done for Routine and Non routine Activities Activities of all personnel having access to the workplace (including contractors and visitors) Facilities at the workplace The EHS Risk assessment is conducted by a team of persons who have the thorough knowledge of the work to be assessed. Team members shall include CPM, CEHSM, Project Manager, Area/Section incharge & Execution engineer, sub-contractors and workmen.USE OF PPE & SAFETY DEVICES RELEVANT TO SITE ACTIVITIES: SAFETY APPLIANCESThe requirement of sufficient number of safety appliances are planned well in advance and made available at stores.

HEAD PROTECTION:Every individual entering the site must wear safety helmet, confirming to IS:2925- 1984 with the chinstrap fixed to the chin. FOOT AND LEG PROTECTION: Safety footwear with steel toe is essential on site to prevent crush injuries to our toes and injury due to striking against the object. HEARING PROTECTION:Excessive noise causes damage to the inner ear and permanent loss of hearing. To protect ears use ear plugs / ear muff as suitable EYE PROTECTION:Person carrying out grinding works, operating pavement breakers, and those involved in welding and cutting works should wear safety goggles & face shield suitably. Goggles, Safety Spectacles, face shield confirm to IS: 5983-1980.

EAR PROTECTION:Ear Muff / Earplug should be provided to those working at places with high sound levels (confirm to IS: 9167-1979). HAND AND ARM PROTECTION:While handling cement and concrete & while carrying out hot works like gas cutting, grinding & welding usage of hand gloves is a must to protect the hand,1) Cotton Gloves (for materials handling)-IS: 6994-19732) Rubber Gloves-18 (380/450mm long) electrical grade, tested to 15000 Volts conforming to IS: 4770-19913) Leather Gloves hot work / handling of sharp edges RESPIRATORY PROTECTION:To ensure respiratory protection, Facemasks / Nose mask of suitable type shall be used.

SAFETY NET:Though it is mandatory to wear Safety harness, while working at height on the working platforms, Safety nets of suitable mesh size (100 mm x 100 mm mesh, 25 mm x 25 mm mesh size) shall be provided to arrest the falling of person and materials on need basis. FALL PROTECTION:To prevent fall of person while working at height, personnel engaged more than 2m wear standard Full Body harness should be conforming to IS: 3521-1999(Third Revision). 1) Lanyard should be of 12mm Polypropylene rope and of length not more than 2m.2) Double lanyard, based on the requirement.FIRE: PREVENTION, PROTECTION & PREPAREDNESS: Owing to the hazards that can be caused due to a fire breakout, certain fire protection measures are implemented at site which includes prohibition of smoking at site, use of fire extinguishers, storing flammables in properly labeled containers, availability of fire fighting equipment at construction and office area, protection of temporary wiring, check against blocking of fire doors, emergency exit etc. Fire extinguishers: Hand-held portable fire extinguishers are basically a first aid type fire fighting equipment for use against small fires. They should be installed in an accessible spot. They should be checked at least once in a month by EHS officer. Fire Drill: Fire drill should be held at intervals to ensure that personnel are familiar with location, operation and uses of the various extinguishers used at site. Fire extinguisher should be located in designated areas and clearly identify. First Aid Facilities: First aid center will be manned by a trained first aider and equipped with necessary first aid facilities to render emergency and first aid treatment. First aid register should be maintained. A separate emergency vehicle shall be provided for all the 24 hrs to support first aid center.HEALTH MONITORING AND CONTROL: DRINKING WATER: Adequate supplies of drinking water should be made available at the site. Drinking water should be stored in portable container having tight fit lids free from contamination. PEST CONTROL: Fumigation shall be done periodically in the site and at Workmen Camp for preventing mosquitoes breeding. Also water drainages in the plant shall be maintained to avoid accumulation of water. Accumulation of water increases mosquitoes breeding. SANITARY FACILITIES: Toilets should be checked & cleaned regularly by the sanitation crew. Disinfection of the floor, sinks, and the toilet bowls shall be carried out daily. Administration department shall monitor the maintenance of hygienic conditions.KPI ASSESSMENT: It is an internal assessment done to rate the level of EHS implementation, to identify the focus area and to track the improvement level. It is done at least once in a month and by at least three EHS committee members. Various assessment elements are: Excavation, Piling, Blasting, Scaffolds, Concreting, Work at Height, Material Handling, Grinding, Welding & Gas Cutting, Plant & Machinery, Electrical Safety, Fire Protection, House Keeping, Personal Protective Equipment, Health & Hygiene and Environment.OTHER SAFETY FEATURES: LOTO SYSTEM: LOTO or Lock Out Tag Out system is a safety procedure which is used in industry and research settings to ensure that dangerous machines are properly shut off and not started up again prior to the completion of maintenance or servicing work. It works in conjunction with a lock usually locking the device or the power source and placing it in such a position that no hazardous power sources can be turned on. It also requires a tag that can be affixed to the locked device indicating that it should not be turned on. EARTHING:Earthing is a safety device used to prevent shock due to leakages arising from weal insulation, breaking of the element or otherwise.

6. STORES DEPARTMENTThe prime objective of the stores department is the procurement and proper storage of all the materials concerning various departments like planning, safety, plant & machinery etc. The materials based on indent (cheque) is issued. The valuation procedure is as follows: Initially the Customer/ Planning-In-Charge makes the request and fills up the Material Request form. The MR is signed by the Project Manager. The MR goes to the cluster office and authorization is given by regional project manager to purchase dept. In the purchase department, online Offer is given to the vendors. The vendors quote (known as Counter Offer) and then comparative statement is made. The least rate is chosen (L1) and Purchase Order is released with terms and conditions. The selected vendor will supply with Chalan. The materials will be verified by the Planning-In-Charge/Concerned-In-Charge and Test Certificate will be issued. The material will come to the stock and Material Receipt Note is maintained. After MRN is raised in the system, the vendor comes to know about the acknowledgement of the material in the portal and the payment is done in credits.MATERIALS STORED IN THE STORE DEPARTMENT: GI Pipe Fittings & MEP CP Fittings Electrical Maintenance Items & Small Tools CP Fittings for MEP Department GI Pipe Fittings & Maintenance materials for MEP Department Spares for Vibrator Needle, Bar Shearing M/C, Generator Record Zone Safety Materials Stationery Under Inspection & Rejected Materials Pre-Printed Stationery Perishable Materials Store Backside Materials

LIST OF MATERIALS WITH APPROVED VENDORS/SOURCES:Reinforcement SteelSAIL/RINL/TISCO/IISCO

CementACC/AMBUJA/JAYPEE/LAFARGE/PRISM/ CENTURY/INDIA CEMENT

River Sand (Medium Coarse)SAROJ KUMAR RATH, SAI ASSOCIATES, AMARESH MARTHA, RAJANI ASSOCIATES

Red Clay Bricks (First Class)SUBRAT KESHARI ROY, SAROJ KUMAR RATH, SREERAM ROADWAYS, PRAGNYA ENTERPRISES

Fly Ash BricksSUBRAT KESHARI ROY, SAROJ KUMAR RATH, JAGANNATH FLYASH BRICKS, LAXMI FLYASH BRICKS, MAA TARINI, BISHNUPRIYA CEMENT PRODUCTS, SASHI BHUSHAN GAJENDRA, OMM ENTERPRISE, BIJOY TRADERS, RATH INDUSTRY, LAXMINRUSINGHA

LOCAL PURCHASE MATERIALS: HS Diesel Gas, Oxygen & DA Stationeries Burnt Clay Bricks River Sand Fly ash Bricks Stone Aggregates 20mm Consumables Hard Wood SparesLIST OF PERISHABLE MATERIALS: Shuttering Oil (Forsoc Rebol, Emulsion Xtra) AG-7 Grinding Wheel (Bosch Make) AG-5 Grinding Wheel (Bosch Make) Coolant Smoke Grey Paint (Berger Make) ESAB Welding Electrode- E7018 C 3L 4mm * 450 mm

7. PLANT & MACHINERY DEPARTMENT The Plant and Machinery Department is a Project Management and Service Team. It coordinates with the Planning Department at the initial stage of the Project to finalize on the various equipments required for the specific project. The number of equipments, date on which they are required and the no of days for which the equipment will be in use for a particular project are planned at the initial stage in accordance with the S3 Schedule. This helps the Planning Department to plan accordingly and hire the machines from the Plant and Machinery Department of L&T ECC Division and if need be from other hiring agencies. Unnecessary stoppage of work due to lack of equipments can thus be prevented and hence better management of time can be achieved. It also helps in finding out an estimate of the hire charges to be paid. With proper planning and management, maximum benefit can be extracted from the plants and machineries on site. Around one thousand crore rupees worth machineries are present with the P&M Department of L&T ECC Division, which are being hired to both projects under L&T and to outside firms. USE, MAINTENANCE & INSPECTION OF MACHINES: Monthly inspections and regular maintenance are carried out to ensure that the machines are working properly and are safe for use. Inspection labels are stuck on the machines which will contain the Date of Inspection, Signature of the P&M engineer who has inspected, Signature of the Safety Inspector, whether it is fit for use or not and the next date due for inspection. A workshop will be provided for every site where maintenance works will be done. In order for the proper utilization and maintenance of the Plants and Machineries, a record of all the major equipments used on site should be kept. Separate register is maintained for the fuel consumption of each and every vehicle.The equipments are handled only by skilled workers. Any new worker will first be put under helper grade and then promoted after one-one and a half years. All P&M vehicles must be fitted with reverse horn. All the warning devices must be in proper working condition. Condition of battery & lamp should be checked regularly. Hand brake / parking brake, swinging brake and lock in crane must be in proper working condition. Load lines should be provided taking into consideration the load being lifted. Condition of the wire rope is to be checked properly.MAJOR PLANT & MACHINERIES TO BE DEPLOYED: PLANT AND MACHINERY NUMBERS

Tower Crane01

Concrete Pump03

Mobile Crane02

Builder Hoists03

Bar Bending Machines03

Power Generators03

Plate Vibrators02

Needle Vibrators17

Dewatering Pump08

Cutting Machine 03

Hydra Crane01

Trailor01

FUNCTIONS OF EQUIPMENT: TOWER CRANES : Lift and shift type of cranes are used on site. They are used for lifting and shifting of materials and concrete. The hire charges are decided according to the hours of work. CONCRETE PUMP: They are used to pump concrete to various places (above and below ground level). The capacity of the pumps used depends on the height to which concrete is to be pumped. The capacity of the pump also depends on the mix design. The concrete used should be pumpable concrete i.e. concrete having slump value of 140mm or more. In one hour, BP 1800 can pump upto 35-36 m3/hr at low pressure and 25-26 m3/hr at high pressure. Atleast 3 Transit Mixers should be available for one pump. TRANSIT MIXER: It transports the readymade concrete from the Batching Plant to the site. The capacity of the transit mixer is 6m3, but only 5m3 of concrete is filled to prevent overloading. BATCHING PLANT: A Batching Plant has been set up in the site in order to meet the concrete requirements for the site. Readymade concrete is also sent to the other nearby sites of L&T as per the order received. Batching Plant helps in reducing the cost of concrete as compared to procuring it from an outside source. It also gives the freedom to design the mix at will.The ideal production capacity of the Batching Plant is 30m3 of concrete in one hour, but practically it produces 25-26 m3 of concrete in one hour.The fine and coarse aggregates are transferred using conveyor belts. The openings to the skip bucket are controlled by hydraulic jacks. As the required quantity of fine and coarse aggregates fall into the skip bucket, the openings close and the bucket is taken up, and the contents are emptied into the mixer drum. The capacity of the mixer drum is 0.5m3.OPC cement, PPC cement and Fly ash are stored in 3 different silos. The required amount of cement and fly ash are mixed along with the correct proportion of Plasticiser (Chemsonite SP 450 UM), water and aggregates for 30 seconds and the fresh concrete gets poured into the transit mixer which transports the concrete to the site. AIR COMPRESSOR: This is used for breaking of hard strata rocks. HYDRA CRANES: Used for shifting materials. EXCAVATOR CUM LOADER: They are used for moving the excavated earth. Bucket size of the excavator is 0.9 m3 and that of loader is 1m3.

8.ACCOUNTS Accounts deals mainly with the cash inflow and the cash outflow in a project. Proper balance should be maintained between the two such that from the perspective of a contractor, cash inflow should be greater than cash outflow i.e. the project should yield desired profit. Also, the contractor makes sure that his working capital is negative, so that he need not spend anything from his pocket.Cash inflow includes what is claimed from the client.Cash outflow includes the following: Overheads: Staff salaries, Staff facilities, Labour facilities, Security systems, Water and Electricity charges, Telephone charges and Other miscellaneous expenses. Supplier charges:Cost of procurement of all resources required for the project. Around 60% of the contract price goes for materials and the rest for labour. Subcontractor charges:Cost of outsourcing the works to subcontractors.The basic components in a site are: Labor Material PlantAccount administration consists of managing stores, Time Office, security services, Public Administration, Liasioning, Industry relations, staff welfare, medical facilities etc. Administration is required during all the three phases of the project i.e. Initial Mobilisation of project, Execution and Demobilisation. Certain risks have to be taken and the human resources should be handled diplomatically to prevent any untoward incidents.

9.TIME OFFICETime office plays an integral part for planning department. It coordinates with the labourers of various subcontractors and manages them by ensuring adequate facilities are provided. It keeps the record of labours working in different phases of the building.. The new labourers are trained for a period of 7 days before they are allotted to the site. The training expenses are borne by L&T. A skilled worker is one who has undergone special training and knows how to do the work properly and efficiently. An unskilled worker is one who is totally new to the site and has no idea of the work. A semiskilled worker is one who knows a part of the work and has an experience of about 6 months to 1 year in the particular site.FUNCTIONS: Record of labour supplied by contractors Incharge of transportation, water , labour colony Food of labour Accommodation first aid rest room Stationery equipmentsSELECTION PROCEDURE FOR LABOUR CONTRACTOR: Screening Safety training is given to extra labour brought Signatutre of site engineer followed by signature of HSE officerDOCUMENTS MAINTAINED: Building & other Construction Workers The Contract Labour Act 1970 Man Hour File Hire Vehicle Log Sheet Vehicle Log Sheet Internal L n T Manual Daily Labour Report File Security Registrar

ANALYSIS ON STRUCTURAL WORKS AT SITE1. SURVEY OF THE PROJECT SITE Surveying is involved in project from conceptual stage to construction and afterwards in maintenance also. Depending on stage at which surveying is carried out it can be classified as :- Pre construction survey which is a feasible survey done before the start of the construction to record the pre existing condition of a property. Construction survey is done to maintain the alignment and geometry control during construction work. Post construction survey is done to assess the final position and adequacy of work and to compute construction payments and be able to establish as built condition. The as built construction survey is conducted as construction works are finished to verify the accomplishments as specified on the designs and plans.

The main object of surveying is the preparation of maps or plans which are the basis in planning and design of engineering project such as route, location of railway line and road water supply scheme.Instruments used in surveying in the project: Total Station Auto Level2. EARTHWORKSEarthworks are engineering works created through the moving or processing of parts of the earths s surface involving quantities of soil or unformed rock. The earth may be moved to another location and formed into a desired shape for future use. Much of earthworks involve machine excavation and fill or backfill. Excavation may be classified by type of material: Topsoil excavation Earth excavation Rock excavation Muck excavation Unclassified excavation

EXCAVATOR:Heavy construction equipment is usually used due to the amount of the material to be moved. This heavy construction equipment consists of a boom , stick, bucket and cab on a rotating platform (known as the "house"). The house sits atop an undercarriage with tracks or wheels. A cable-operated excavator uses winches and steel ropes to accomplish the movements. They are a natural progression from the steam shovels and often called power shovels. All movement and functions of a hydraulic excavator are accomplished through the use of hydraulic fluid, with hydraulic cylinders and hydraulic motors. Due to the linear actuation of hydraulic cylinders, their mode of operation is fundamentally different from cable-operated excavators.The excavators used here in the project are of Poclain make and JCB make.QUANTITIES EXCAVATED: DESCRIPTIONQTY(Cum)

Earthwork in excavation by mechanical means over areas (exceeding 30cm in depth, 1.5m in width,10 sqm on plan), disposal of excavated earth for all leads upto 1.5m disposed earth 127096

Earthwork in excavation by mechanical means over areas (not exceeding 30cm in depth, 1.5m in width,10 sqm on plan), disposal of excavated earth for all leads up to 1.5m disposed earth 652

Removal & disposal of surplus excavated earth by mechanical transport & lead up to 5 km to spoil dump approved by Local authority 63353

Filling available excavated earth in layers not exceeding 20cm in depth, consolidation each deposited layer 39524

Extra for every additional lift of 1.5m for all kinds of soil and rocks 114141

Supplying and filling in plinth with river sand under floors including watering, ramming, consolidating and dressing complete 59294

Clearing grass and clearing of the rubbish up to a distance of 50m outside the periphery of the area cleared 21658

Hard core soling of stone aggregate mixed with granular material spread leveled and well compacted in layers if 75mm to required level 4300

Providing & laying 500 micron polythene sheet including lapping, taping etc. complete 18500

Supplying , diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti termite treatment 25212

PERIOD OF EXCAVATION:The excavation started from . The work of excavation was completed after a period of on .3. FORMWORKWHAT IS FORMWORK? DEFINITION: Formwork is a die or a mould including all supporting structures, used to shape and support the concrete until it attains sufficient strength to carry its own weight. It should be capable of carrying all imposed dead and live loads apart from its own weight. SIGNIFICAMCE & SAFETY:Formwork constitutes 30% of the cost and 60% of the time in concrete construction. Quality of the concrete finish, soundness of concrete and the desired shape of the concrete depend very much on the formwork system. The formwork must be strong and stable to take the pressure exerted by the concrete after compaction. The form should be leak proof to retain concrete and slurry.The choice of the right formwork depends mainly on the geometry of the structure, the frequency of use of thecomponents and the desired type of the concrete surface.Safety is ensured if1. Components are light in weight for manual handling.2. Loose or hanging parts are minimal.3. Individual components are self standing.4. Usage of appropriate of tools.5. Proper housekeeping and stacking of materials.6. Usage of appropriate PPEs. TYPES OF FORMWORK1. All steel formwork system2. Steel and plywood formwork system3. Steel, plywood and timber formwork system4. All Aluminium formwork system RELEASE AGENTS:A release agent, also known as parting agent is required to prevent adhesion between concrete and formwork. They are coated on the form surfaces by brush, roller or spray equipment before use. They are more commonly known as mould oils or soap oils. Certain release agents provide additional benefits such as sealing effect on absorbent timber or ply forms, which produce more uniformly colored concrete. WHAT IS SHUTTERING?SYSTEM FORMWORK:1. FOUNDATION FORMWORK:Components used are:Floor form, Floor Clip, Floor Form Corner, Pipe Waler, Pipe Waler Clamp, Lapping Plate, Steel Waler, Waler Connector, Thread Plug, CT Props, Head Adopter Assembly and Foot Adopter Assembly.2. COLUMN/WALL FORMWORK:Components used are:H-Beam (H-16/H-20), Steel Waler, Top Scaffold Bracket 60, CT Props, Flange Claw Assembly, Lifting Bracket, Splice Plate, Angle Plate, Universal Outside Fixing, Universal Inside Corner, Head Adopter Assembly, Foot Adopter Assembly, Anchor Plate, Connecting Pin, Wing Nut, Assembly Angle (Tool), Beam Clamp, H-Beam Splice, Drilling Plate & Safeguard, Tie Rod, Screw On Coupler, Tie Rod Cone, Tie Rod Tube (PVC), Tie Rod Cone Plug (PVC) and Adjustable Waling Extn. .65m, 1.2m. 3. FLEX SYSTEM FORMWORK/ FLEX TABLE SYSTEM:For floor heights up to 4 m CT props are used and for height up to 5.5 m Eurex props are used.

Components of Flex system:H-Beam (H-16/H-20), CT Prop, Four Way Head, Folding Tripod, Assembly Wedge Clamp, Supporting Head, Beam Forming HeadComponents of Flex Table system:Table Head 16/20/30, C Frame, Pallet Truck4. HEAVY DUTY TOWER SYSTEM:Basic Frame, Horizontal Bracing and Diagonal Bracing, Foot Plate, U-Head, Spring Locked Connecting Pin, Tower Spindle with Lever Nut, Beam Span 2230, Beam Span 1525, HD Coupler, Short Prop, LTS Wheel-B5. L & T ACCESS SCAFFOLD SYSTEM:Scaffold Frame, Walkway 225, 2H-225 Bracing, LD Coupler, Horizontal Bracing, LD Foot Plate6. STAIR TOWER:Basic Frame, Intermediate Railing 225, Stair Bracket 225, Inner Hand railing 225, Grid Iron, Bracing Pipe 12.225, Connection Angle 225

DOKA FORMWORK-L & T SYSTEM OF FORMWORK:The formwork used in the site is DOKA formwork.Merits of L&T-DOKA formwork system: Simplicity in assembly of system. The system is flexible, easy to understand and versatile. It can be made suitable for all applications, requires little working skill and helps to achieve uniformly good quality of finish . System gives high labour and material producitivity with speed and safety. Investment need be made on the minimum quantity of formwork.Reason of using DOKA formwork system: Easy to understand for Traditional Workmen. The system is flexible, easy to assemble and requires very little working skill. Components are versatile and suitable for all major applications. Gives high labour and material productivity. Investment need be made on the minimum quantity of formwork items. Uniformly good quality of finish is achieved.

4. FOUNDATIONWHAT IS FOUNDATION? Foundation is the lowest and supporting layer of a structure. Stability of any structure depends on the condition of its foundation. If there is any complication in the foundation, then there are very high chances that it is going to develop several other problems in different other parts of the structure.TYPES OF FOUNDATION USED IN THE PROJECT: Three types of foundation are used here in the project: RAFT FOUNDATIONA raft foundation is essentially a mat foundation used to distribute building pressure over a large area. ISOLATED FOUNDATION COMBINED FOOTINGFOUNDATION BASE: PCC foundation base i.e. plain cement concrete is used for strong base level. It is a construction material generally used as a binding materials and composed of cement ( Portland) and other cementous material such as fly ash and slag cement, aggregate (coarse aggregate made of gravel or crushed rocks such as lime stone or granite + fine aggregate)Water and chemical admixtures. PCC foundation is used mainly for 2 reasons:7. Acts as a protective layer for RCC above so tha t water from RCC is not absorbed by the earth below8. Acts as a base LAYERS IN FOUNDATION: 75mm thick PCC foundation base Raft Slab Compacted earth/available excavated earth 150mm hardcore soling 50mm Sand Flushing 500micron thick polythene sheet 100mm 1:2:4 concrete with nominal reinforcement 8 200 c/c both ways single

5. REINFORCEMENTCOLUMNS:A column or pillar in architecture and structural engineering is an structural element that transmits, through compression , the weight of the structure above to other structural elements below. For the purpose of wind or earthquake engineering , columns may be designed to resist lateral forces. Other compression members are often termed "columns" because of the similar stress conditions. Columns are frequently used to support beams or arches on which the upper parts of walls or ceilings rest. Stirrups are provided to protect from shear failure ( failure angle is 45 degree ). As the concrete is weak in shear and at the ends / supports the shear force is maximum, so there is a chance of sliding / shear failure of structural part as beam at ends. This is the reason why steel is provided to bear the shear failure i.e at the ends concrete is prevented from sliding in vertical direction.Shear reinforcement is usually provided in the form of stirrups to hold the longitudinal reinforcement and also take the shear to which the structure is subjected to. Even if shear reinforcement is not required a minimum is provided.

BEAMS AND SLABS:1. Where splices are provided in bars, they shall be , as far as possible, away from the sections of maximum stresses and shall be staggered.2. Were the depth of beams exceeds 750mm in case of beams without torsion and 450mm with torsion provide face rein. as per IS456-2000.3. Deflection in slabs/beams may be reduced by providing compression reinforcement.4. Only closed stirrups shall be used for transverse rein. For members subjected to torsion and for members likely to be subjected to reversal of stresses as in Seismic forces5. To accommodate bottom bars, it is good practice to make secondary beams shallower than main beams, at least by 50mm.For Slabs: It is better to provide a max spacing of 200mm s(8) for main bars and 250mm(10) in order to control the crack width and spacing. A min. of 0.24% shall be used for the roof slabs since it is subjected to higher temperature. Variations than the floor slabs. This is required to take care of temp. differences.It is advisable to not to use 6mm bars as main bars as this size available in the local market is of inferior not only with respect to size but also the quality since like TATA and SAIL are not producing this size of barFor Beams: A min. of 0.2% is to be provided for the compression bars in order to take care of the deflection. The stirrups shall be min size of 8mm in the case of lateral load resistance .The hooks shall be bent to 135 degree .

ANALYSIS ON FINISHING WORKS AT SITECIVIL WORKS1. FLOORINGIMPORTANCE OF FLOORING:LIST OF TYPES AND PLACES WHERE THEY ARE USED: FLOORS SPACE

Decorative Granite Flooring laid in patternMain Entrance, Patient waiting, Bank, Post Office, Cyber Caf, Registration Area, Main lift, Lobby

Granite Flooring laid in pattern with different shades of Granite BorderEntrances/ Exits

Kota stone laid in pattern with white marble borderOPD Waiting Hall, PMR Lobby, Corridors, Stair cases, Court

Kota stoneAll OPD Areas, Imaging Areas, Stores, Wards, Kitchen, Laundry, CSSD

PVC with Thermo Sealing Joint (Joint Free)ICU/CCU

Vitrified TilesLabs, Staff facilities, Office, Record Room, Prayer Room, Seminar Rooms

Cement ConcreteParking, Electrical, AHU

Anti Skid Ceramic TilesToilets

2. PLASTERING IMPORTANCE OF PLASTERING:TYPES OF PLASTERING USED:Different types of plastering along with details are listed below: 12mm cement plaster of mix-> 1:6 (1 cement : 6 fine sand) 15mm cement plaster on the rough side of single or half brick wall of mix-> 1:6 (1 cement : 6 fine sand) 18mm cement plaster in two coats under layer 12mm cement plaster 1 : 5 ( 1 cement : 5 coarse sand) and top layer 6 mm thick cement plaster 1 : 3 (1 cement : 3 coarse sand) 6mm cement plaster of mix-> 1 : 3 (1 cement : 3 coarse sand)

3.WATER PROOFINGWHY IS WATER PROOFING DONE?DIFFERENT TYPES OF WATER PROOFING DONE: Golas are provided in 7575mm in cement concrete 1:2:4 which includes finishing with cement mortar 1:3 Khurras of dimension 4545cm are made with average minimum thickness of 5cm cement concrete 1:2:4 over PVC sheet 1m1m400 micron finished with 12mm cement plaster 1:3 and a coat of neat cement rounding the edges and making the finishing complete. Waterproofing treatment of RCC sunken slab, toilets is done by making golas (corner fillet) 2525mm size at the junction of walls and slab by cement sand mortar 1:4 mixed with acrylic base polymeric compound and pipe joints sealing. Two coats of acrylic polymer modified cementitious slurry coating are provided and laid. Water proofing system on RCC slabs:1. First layer of Acrylic Modified cementiteous slurry over RCC roof slab surface upto 200mm of parapet wall.2. Second layer of Acrylic Modified cementiteous slurry over the first coat in cross direction surface upto 200mm of parapet wall.3. Curing by air for 24 hrs followed by curing by water for 72 hrs.4. Providing and fixing Extruded Polystyrene Rigid foam5. Third layer of minimum 50mm thick cement concrete 1:2:4 with 2002003 mm welded mesh reinforcement 6. Fifth layer of providing and laying 3mm thick APP modified pre-fabricated water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane. Water proofing treatment for basement and other RCC retaining structures1. Applying two coats of acrylic polymer modified cementitious slurry coating over lean concrete surface.2. Providing and laying 12mm cement sand plaster ratio (1:4) over the acrylic polymer modified cementitious coating.3. Providing and fixing of 75mm long 15 NB MS threaded nozzles in grid pattern.4. Grouting of cement slurry mixed with non-shrink polymer grout by hand operated pump.

4.DOORS AND WINDOWSSPECIFICATIONS OF PARTS OF DOORS & WINDOWS: Wood work done in doors, windows, clerestory windows and other frames, railings etc. are of type: Second class teak wood and Kiln seasoned chemically treated hillock wood. ISI marked Aluminium butt hinges ISI marked anodized transparent or dyed are provided and fixed. 125mm long Aluminium handles ISI marked anodized transparent or dyed are provided and fixed. 405mm flat iron hold fast 40cm long including fixing to frame are provided. IS: 3564 marked Aluminium die cast body tubular type universal hydraulic type door closer are provided and fixed. ISI marked flush door shutters non decorative type, core of block board construction with frame of first class hard wood are provided and fixed. ISI marked stainless steel butt hinges with necessary screws are provided. Aluminium sliding door bolts and tower bolts ISI marked anodized transparent or dyed are provided and fixed. Bright finished brass 100mm mortice latch & lock ISI marked with 6 layers and a pair of lever handle with necessary screws are provided and fixed. Aluminium hanging floor door stopper ISI marked anodized transparent or dyed are provided and fixed. Frosted glass panes of 5.5mm thick are used. Fire retardant doors with frames made out of hard wood of approved size with heat activated in tumescent seal strip for mounting shutters of 120 minutes of fire testing (1 coat of fire retardant primer) are provided and fixed. 48 mm thick fully glazed steel fire rated door of 120 minutes of fire rating extra 6mm thick clear non wired, toughened fire rated glass are provided and fixed. Two Point Locking Handle System with Stricker, Terminal and Locking Rod for Casement Windows are provided and fixed. Single Point Sliding with Stricker & Terminal are provided and fixed. Double leaf shutter 40mm thick comprising 1.5mm thick lead sheet sandwich between 2 nos. 19mm thick block board are provided and fixed.

5.CEILINGWHAT IS FALSE CEILING?PURPOSE OF FALSE CEILING:CEILINGS TYPES AT DIFFERENT PLACES: SPACE CEILING

Main Entrance Hall, Bank, Post office, Patient waiting, Cyber caf, Registration Area, Main lift, Lobby, 600600 Calcium Silicate tiles false ceiling in rectangular areas plain Gypsum board false ceiling in curved areas

Entrances / Exits, OPD waiting hall, PMR waiting, all OPD areas, Labs, Corridors, Toilets, Wards, Office, Record, Prayer room, Seminar room600600 Calcium Silicate tiles false ceiling

ICU/CCU600600 non perforated Aluminimum ceiling tiles

Stores, Electrical, AHUCement Plaster & OBD

Open Staircase in Lift Lobby area and other staircases, Kitchen, Laundry, CSSD, Staff facilitiesCement Plaster & OBD on Soffit and sides of stairs

6.PAINTINGWHY IS PAINTING IMPORTANT?DIFFERENT LAYERS OF FINISHES USED: White washing with lime to give an even shade New work (Three or more coats) Distempering with oil bound washable distemper of approved brand & manufacture to give an even shadeNew work (Two or more coats) over & including priming coat with cement primer Wall painting with plastic emulsion paint of approved brand & manufacture to give an even shadeTwo or more coats on new work Painting with synthetic enamel paint of approved brand & manufacture to give an even shadeTwo or more coats on new work Finishing wall with textured exterior paint of required shadeNew work (Two or more coats applied @ 3.28 ltr /10 sqm) over and including base coat of water proofing cement paint applied @ 2.20 kg / 10 sqm. Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufactures specification including appropriate priming coat, preparation of surface etc., complete. Finishing walls with water proofing cement paint if required shadeNew work (Two or more coats applied @3.84kg / 10sqm) Finishing wall with Deluxe multi paint system for interiors and exteriors using Primer as per manufacturers specification:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr / 10 sqm over and under coat of primer applied @ 0.75 ltr / 10sqm of approved brand manufacture. WHAT IS SKIRTING?WHAT IS DADO WORK?

SKIRTING/DADO AT DIFFERENT PLACES: SPACE SKIRTING/DADO

Main entrance hall, patient waiting, bank, post office, cyber caf, registration area, main lift lobby, entrance, exits Kashmiri white granite Dado laid in pattern up to 1.2m

OPD Waiting hall, PMR Lobby, all OPD areas, imaging areas, corridors, Staff facilitiesCeramic tiles Dado laid in pattern up to 1.2m

ICU / CCUKashmiri white granite Dado laid in pattern up to 1.5m

Labs, Kitchen, Laundry, CSSDCeramic tiles Dado laid in pattern up to 2.1m

Stores, court100mm high Kota stone

Electrical, AHU, parking100mm high cement plaster

ToiletsCeramic tiles up to 2.1m or false ceiling where applicable

Open staircase in lift Lobby area, StaircasesGranite/ Kota on risers & 100mm high stepped skirting, cement plaster and enamel paint DADO up to 1.2m height

WardsCeramic tiles DADO up to Bed Head panel

Office, Record, Prayer room, Seminar rooms100mm height Vitrified tiles

MEP WORKS1.HVAC

2.FIRE FIGHTING

3.CONDUITING

4.INTERNAL ELECTRICAL CONNECTIONS

5.LV

6.PLUMBING WORKS

CONCLUSION

NATIONAL INSTITUTE OF TECHNOLOGY, ROURKELA