QSP - quality and safety plan for railway civil works

“Construction of Railway bed, Major and Minor Bridges and Track Linking (Excluding Supply of Rails and Sleepers, Thick Web Switches) S&T and General Electrical Work ICW Doubling Between Abu RailwayPalanpur (50.1 Km) on Ajmer Division of North Western Railway in Rajasthan and Gujarat State, India (In two packages) and Construction of Railway bed, Major and Minor Bridges and Track Linking (Excluding Supply of Rails and Sleepers, Thick Web Switches) S&T and General Electrical Work ICW Doubling Between SwarupganjAbuRailway(26.00 Kms) on Ajmer Division of North Western Railway in Rajasthan State, India.” QUALITY AND SAFETY PLAN (QSP) APRIL 2012 VOYANTS SOLUTIONS PVT. LTD. 403, 4th Floor, BPTP Park Centra, Sector -30, NH-8 Gurgaon - 122002 Phone - 0124-4598200 Telefax - 0124-4019051 E-mail – [email protected], www.voyants.in TABLE OF CONTENTS Chapter 1. INTRODUCTION...........................................................................................................................3 1.1 GENERAL.............................................................................................................................3 1.2 QUALITY AND SAFETY PLAN..........................................................................................3 1.3 TERMINOLOGY...................................................................................................................3 Quality............................................................................................................................4 Quality And Safety...........................................................................................................5 Quality Control...............................................................................................................5 Quality Audit...................................................................................................................5 Verification Testing .......................................................................................................5 Acceptance.....................................................................................................................5 1.4 DOCUMENTATION AND DATA CONTROL...................................................................6 Contract Documents........................................................................................................6 Quality Control Forms....................................................................................................6 Guard Files.....................................................................................................................6 Working Files.................................................................................................................6 Quality Records...............................................................................................................6 1.5 PROCESS CONTROL...........................................................................................................7 Approval Process............................................................................................................7 1.6 REQUEST FOR INSPECTION TO PROCEED AND FOR APPROVAL............................7 1.7 SOURCE APPROVAL..........................................................................................................7 1.8 COMPLETION......................................................................................................................7 1.9 CALIBRATION OF INSTRUMENTS AND EQUIPMENTS...............................................8 1.10 DIAGNOSTIC AND CORRECTIVE ACTION...................................................................8 1.11 QUALITY AUDIT...............................................................................................................8 Chapter 2. QUALITY CONTROL PROCESS................................................................................................9 2.1 QUALITY CYCLE................................................................................................................9 2.2 TASK RESPONSE MATRIX (FOR PMC)..........................................................................10 2.3 ASSIGNMENT OF PMC.....................................................................................................10 Duties & responsibilities of PM...................................................................................10 Duties and Responsibilities of Experts.........................................................................11 Chapter 3. CONTRACTOR...........................................................................................................................12 3.1 RESPONSIBILITY OF CONTRACTOR.............................................................................12 Overall Responsibility..................................................................................................12 Chapter 4. QUALITY CONTROL during construction...............................................................................15 4.1 PROCESS CONTROL.........................................................................................................15 4.2 TESTING.............................................................................................................................15 4.3 SITE INSPECTION.............................................................................................................16 Day-to-Day Supervision................................................................................................16 Periodic Site Visits........................................................................................................17 Chapter 5. QUALITY Standards....................................................................................................................18 5.1 APPLICABLE standards .....................................................................................................18 5.2 SOURCE OF SCREENING PROCESS...............................................................................21 1 5.3 SOURCE APPROVAL PROCESS......................................................................................21 5.4 MATERIALS APPROVAL.................................................................................................21 5.5 ACCEPTANCE/REJECTION CRITERIA...........................................................................22 5.6 ACCEPTANCE CRITERIA.................................................................................................22 Material........................................................................................................................22 Test Results...................................................................................................................22 Non – Conforming Reports (NCR)................................................................................22 5.7 NCR (Explanatory Note)......................................................................................................22 5.8 CONTROL OF MATERIALs AT SITE...............................................................................23 5.9 TESTING OF MATERIALS AT SITE LABORATORY....................................................24 5.10 CERTIFICATION OF MATERIALS BY MANUFACTURER.........................................24 Chapter 6. QUALITY CONTROL OF WORKS...........................................................................................25 6.1 CONSTRUCTION METHODS...........................................................................................25 6.2 INSPECTION OF PLANT & MACHINERY......................................................................25 6.3 INSPECTION AND TESTING OF WORKS.......................................................................26 6.4 NON CONFIRMING WORKS............................................................................................26 6.5 INSPECTION PROCEDURE..............................................................................................27 Chapter 7. SAFETY PROCEDURES.............................................................................................................28 Contractor Obligations.................................................................................................28 Digging and Excavation works:....................................................................................31 Working near running line :-.........................................................................................32 Safety Fencing...............................................................................................................33 Indemnity by Contractor...............................................................................................35 Damage to Railway Property or Life or Private Property............................................36 Safety of Public.............................................................................................................36 Reporting of Accidents..................................................................................................36 Life-saving Appliances and First aid Equipment...........................................................36 Security Measures.........................................................................................................37 Chapter 8. APPENDIX...................................................................................................................................38 The contractor shall ensure that all his employees / workmen are covered under ‘Workmen Compensation Act’ and shall pay compensation to his workmen as and when the eventuality tor the same arises................................................................................38 Notwithstanding the above Act/Rules, there is nothing in those to exempt the contractor from the purview of any other Act or Rule in Republic of India for the safety of men and materials.....................................................................................................38 If the requirements stated in this document are less stringent than or in conflict with the country's applicable legislation, the latter shall apply..................................................38 In case ot tailure on the part ot the contractor, the Employer at the cost ot the contractor shall do the same.........................................................................................40 2 CHAPTER 1. INTRODUCTION 1.1 GENERAL All applicable Railways, IRC, BIS, RNVL, RDSO, standards and specifications, all best practices and document of the project are considered in preparation of this Quality and Safety Plan. The basic concept of this process is that the contractor ensures that product quality is achieved through adequate machinery, men, materials, project management, inspection and testing with Project Management Consultant (PMC). This system requires the Contractor to have Designers, Engineers, Technicians, Operators, etc, who are competent in execution, inspection and testing of all the Railway Works. The General idea is that, the Contractor has to perform the necessary execution, inspection and testing to ensure the likelihood that all his works in Railway bed construction meets the Specifications, instead of “after-the fact” execution, to ensure that all the works have met the Specifications. This approach enables the Contractor much more control over his total operations. He is responsible for his product from the beginning to the end, construction of all the Project works, till the final acceptance of the works. The Contractor through its associates ensures execution and testing to make sure that, the activities are adequate and accurate. Ensuring production of a quality work, its durability and uniform performance by Contractor is a prominent aspect of the Quality Control Assignment of the Contractor through PMC. 1.2 QUALITY AND SAFETY PLAN The intention of this Plan is to provide efficient, high Quality Construction and Safety. Besides it, it is a crystal clear fact that, adherence to the adopted guidelines does not necessarily guarantee that these attributes are achieved. All users are to exercise judgment based on good Engineering practice rather than blind adherence to the adopted guidelines but minimum to ensure that specification requirements are fully achieved. On the other hand, it is essential to adopt appropriate care regarding engineering practicing, so that no contradiction may occur with the contract. This Plan is prepared in compliance of PMC under Para 5.8.1(iii) of the TOR. The QSP explains the Quality and Safety policy, various duties of the Contractor and PMC with references to Indian Railways Standards and guidelines, setting up minimum Bench Marks and working out Quality index. The Quality Assurance Plan of the Contractor will contain the arrangements for Quality Control System, the internal Quality audit and will be approved by Contractor through PMC. 1.3 TERMINOLOGY The terms used in the field of quality management have acquired specific meanings and applications, different from the generic definition found in dictionaries. Internationally accepted definitions and terminology have been given in ISO: 8402 standard. Further, the following general terminology adopted is as mentioned below. Abbreviations ACE AEROS BE C.A. CBR Description Accepted Cost Estimate. Assistant Expert Railway Operations and Safety. Bridge Expert Construction Contract Agreement. California Bearing Ratio. Quality and Safety Plan Revision. Ground Level. Civil Expert Electrical Expert PMC Consultant Execution. Name of Contracting Agency (The Contractor) The Contractor Minutes Of Meeting.O. Project Management Plan.F. MDD MTC MTN NCR NDT NMC OGL OMC P&M PE PM PMC PMP PO QSP REV RVNL S/C SBC SD STE TC VSPL Quality Description Cross Drainage. Project Management Consultant. Inspection test Plan. Signal and Telecom Expert Test Certificate. Optimum moisture content. Maximum Dry Density. Natural moisture content. Field Dry Density Test.C. Identification. . P Way Expert Project Manager. Plant & Machineries. Rail Vikas NigamLimited (The Client) Sub Contractor. Standard Deviation. Good For Construction. Manufacturer Test Certificate. Safe Bearing Capacity. GL ID ITP IVRCL IVRCL M. Non-Conformance Report. Non Destructive Test.M. Materials Transit Note. Voyants Solutions Pvt Ltd (The PMC) Quality is defined in the Quality Plan of ISO 9000 as the totality of characteristics of an entity that bears on its ability to satisfy the stated and implied need. Purchase Order.Abbreviations CD CE EE ENGINEER EXE FDD TEST G. Original Ground Level. Furthermore. Verification Testing Verification testing is defined as the sampling and testing which is carried out independent of quality control sampling and testing to verify that the contractor’s results which have been reported are correct and representative. Quality Audit Quality Audit is a managerial tool used for reviewing the whole or a part of the quality system by internal or external agencies not connected with the operation of the QA Plan. checks and inspections by suitable qualified personnel. processes adopted for production and workmanship of production conform to the prescribed standards and laid down acceptance criteria.Quality And Safety Quality and Safety of a job is defined as a process which exercises various checks at different stages of a work right from its inception till its acceptance. The Quality control is exercised by IVRCL. sampling and accepting the tests that are conducted to determine whether the product or service will be accepted for use and payment. to identify whether rejection and / or rectification or any remedial measures are needed. Quality Audit is defined to be a systematic study and examination of documents related to quality control corridor during the construction phase to establish that the inputs during construction process and the workmanship of work done conform to the prescribed specifications and are of acceptable standards and if not. to put it in service to ensure that the work has been properly designed and constructed as per approved designs. At times it is extended to cover the prescribed Defects Liability period. Acceptance Acceptance is defined as those operations. . Sometimes its scope is enlarged to encompass the maintenance aspect over the defect liability period of service life. Quality Control Quality Control is defined as the procedure adopted and controls exercised to ensure that the materials proposed to be used in production. Acceptance is determined using a statistically based acceptance plan in combination with and Safety that the contractor has fulfilled the quality control obligations. which ensures that the defined objective is achieved through appropriate tests. drawings and specifications. checks and inspections carried out from time to time are documented in prescribed formats for reference and record. the objective evidences of all tests. inspections. within statistical parameters of the material being produced / processed. Acceptance is the responsibility of the Contractor with a rider by PMC / RVNL on dispute. Any contract documentation could be the subjects of future litigation in case of any dispute. updates etc. The Contractor will furnish such documents to the PMC or to the RVNL. field and laboratory use. minutes of meetings. Standard Project Management through MSProject is being used. inspection and testing. is collectively known as ‘Contract Documents’. Quality Records Records pertaining to inspections and testing shall include original observations. indexed and stored and retrieved. Computer Aided Project Management System (CAPMS) Computer aided Project Management System is the chosen tool for documentation and data control for this Project. Contractor. calculations. approvals. PMC any other official parties including letters. memorandums. It is intended to retain both soft and hard copy of all contract documents.1. as required and will contain all the library of paper work formed over the life of the Project. filed and maintained in a secure location for the entire concession period. They will be separately stored in hard copy and in soft copy on the CAPMS at the office of the Contractor / RVNL / PMC. It will also show how documents will be referenced. site instructions. if requisitioned. Project documents must remain immediately traceable and recoverable at all times. Guard Files Final copies will be correctly filed in a file System known as Guard files and the relevant copies will be submitted to PMC on monthly basis for the work done during the month. copies. Quality Control Forms The Quality System requirements will specify which Quality control forms or other routine forms should be completed for which tasks and when they are necessary. forms. drawings etc. change orders. derived data and an identification of personnel involved i. These must be carefully handled and stored. . The CAPMS will drive the System.e.4 DOCUMENTATION AND DATA CONTROL Contract Documents All formally written correspondence between the Client. All records shall be indexed. The computer System will be able to generate any documents. These are for project monitoring. Working Files Other copies or working copies will be filled in a file System known as working files. The works shall execute once the PMC approves. 1. RFIs are submitted in triplicate along with one set of standardized checklist. 1. Copy of the RFI Summary and photocopy of RFIs duly numbered will be sent to the PMC. The day to day work approval System is based on two main factors. 1. The PMC must have to record their observations against each query in the checklist. The form must be duly signed and dated by the Contractor’s representative and all the experts of the PMC and the Client have the opportunity to comment at inspection time. Findings of inspection are summarized on the basis of test as per Construction requirements and recorded in the RFI. The PMC Expert finally signs the form by either approving or rejecting the work according to the net result of inspection. The PMC will return copy of RFI. checklists and approvals along with Running Account Bills for the quantities and works executed during the period. • Request for Inspection to Proceed • Request for Approval on completion. A separate form. source approval is required.6 REQUEST FOR INSPECTION TO PROCEED AND FOR APPROVAL In this Project. An advance statement (RFI Summary) through email with tentative works or activities to be executed against production of RFI’s will be sent to PMC daily. .7 SOURCE APPROVAL Because of the variability of manufactured. a comprehensive form has to be developed clubbing Call for inspection and approval on completion for allowing proceeding with next stage of Execution especially in Railway bed.1. the details are shown in the QSP.8 COMPLETION At the end of project completion a joint inspection along with Client will be done and a snag list shall be prepared. Formats for checklist for different elements of work must be carefully prepared covering all the minute details of work as per standard Engineering practice and approved method statement. processed and natural items. is required for each and every source approval. In turn PMC. The approval System formalizes requests from the Contractor and clearly agrees stage approval of the PMC and or RVNL.5 PROCESS CONTROL Approval Process An approval procedure will be used throughout the Project to have a written record and statement of due progress. This form submitted by the Contractor must be used in every case where a Quality controlled task intends to start. as per their matrix of reporting will provide information / copies to Client. Upon the completion of these a provisional completion certificate shall be issued by PMC. The Contractor will submit Request For Inspection (RFI) to PMC for inspection with an unique number at least 24 hours prior to actual execution of work. suitably handled in a manner appropriate to its sensitivity. A corrective action shall be planned on a time bound basis when deficiencies are found. Follow up measures shall be taken to endure that corrective action has been effective. The audited reports shall be discussed with audited group.1. This System shall comprise the followings. If any instrument is repaired. • • • • • • System for the investigation of non-conformities and for taking actions. Criteria to determine non conformity in a process or end product Analysis of process trends to initiate preventive action Verify that corrective action has actually been implemented effectively. Every equipment shall be maintained in a known state of calibration. .10 DIAGNOSTIC AND CORRECTIVE ACTION An effective System of onsite inspection. 1. 1. properly stored. Records of corrective and preventive actions to demonstrate their effective implementations.11 QUALITY AUDIT Internal Quality audits shall be carried periodically and a schedule thereof shall be made. Timely calibration shall be maintained for all gauges. steps shall be taken to ensure that recalibration is carried out to restore its calibration status.9 CALIBRATION OF INSTRUMENTS AND EQUIPMENTS All measuring instruments and testing equipments (field and laboratory) shall be uniquely numbered. method used to identify poor results and procedure to be followed when poor results or deficiencies occur shall be maintained and documented. Procedure to handle client complaint and their resolution. construction procedure. Money and Time. 2. 3. The documents specify the materials. 3. Analysis of a Problem by the PMC 1. Machineries. Construction Activities of Contractor 1. Pre Commencement Activities of a Construction Contractor 1. The Contractor normally establishes the other controls viz. their qualities and acceptance criteria for their use. The periodic checks during construction process are carried out as laid down in the various codes and specifications mentioned there in both by the Construction Contract and the Consultant Contract. Ensure implementation of remedial measures. Establish causes of defects. Review test records. The following diagram for a Railway work illustrates a Quality Cycle. 2.1 QUALITY CYCLE Quality Management of a job is a cyclic process. The application of these activities would eventually assure a quality product at the end. Remedial / Corrective Suggested by PMC. 3. measures. Setup Quality Control System. Machineries and Money. A quality control plan for each activity shall be submitted at least 21 days prior to the start of the activity by IVRCL to PMC which consists of properties of materials. . These specify the functional requirements of the machinery or equipment to be used in the production process. Study and take actions on remedial measures. 4. Carryout periodic checks. Certify product.CHAPTER 2. test plan along with reports to be generated. 5. Mobilize Men. QUALITY CONTROL PROCESS The basic concept for production of a quality work is illustrated in the model below: Quality Inputs Process Control Specifications Periodic Checks Quality Product The main inputs for a Railway project to perform are Men. money and time. Suggest remedial measures. Materials. Identification of activities. Materials. The PMC usually approves the time input factor and accordingly recommends the technology of production. Obtain various approvals.. 4. inspection plan along with responsibility matrix. etc 2. 2. Process control specifications are usually incorporated in the contract documents. equipment. sampling and testing procedure and Quality control measures to ensure required standard and consistency in Quality at the commencement of item. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 2. Coordinate with different agencies and hold meetings for proper and timely implementation of the Project. To implement a system for monitoring the progress of work on computer based project management technique and prepare progress reports on a regular basis. To direct the Contractor to carry out all such works or to do such things as may be necessary in his opinion to avoid or to reduce the risk of any emergency affecting the Safety of life or of adjoining property. To suggest the Contractor to take all necessary steps to protect the environment on and off the site which arise due to Construction operations. including activity scheduling. provisionally approve subject to final approval by the PMC materials and sources of materials review all bituminous and concrete mix design proposed by the Contractor. laying methods. . fencing and watchman. To review the operation and maintenance Plan prepared by the contractors outlining the routines to be adopted in each specific location and for the CD works and bridges. To ensure that high quality construction is achieved and to ensure that all works are carried out in full compliance with the engineering design. technical specification of concession agreement within stipulated time period.3 ASSIGNMENT OF PMC Duties & responsibilities of PM • Act as the representative on behalf of the RVNL. To obtain support from head office for the team on site.2 TASK RESPONSE MATRIX (FOR PMC) S.No. To monitor and check day to day Quality control of the Contractor. To ensure a System of Quality And Safety of works. material sources etc. To carry out any other duties relevant to the Project. Prepare and issue monthly progress reports along with detailed quality control test statement in a prescribed format. monitor and optimize the use of available resources to expedite construction. To plan. To evolve a Safety system and ensure Safety during construction including the preparation and implementation of traffic management plan. guards.2. to request the Contractor to provide any necessary lights. 1 2 Details of Activities To suggest modifications in the Contractor’s work program method statements. Suggest special tests of materials and /or completed works. suggest modification in mix design. To extend co-operation and assistance to the Contractors to make possible timely completion of the Project without diluting the Quality standards. Check the setting up of laboratory (including calibration of equipments) and field tests carried out by the Contractor. ask for removal and substitution of improper materials and / or works as required. To ensure that the Construction works are in accordance with technical specifications and other stipulation of Agreement and the Construction methods proposed by the Contractor are in compliance with the above stipulations particularly in relation to Contractor’s Construction equipment and other resource deployment. To direct the Contractor to take all necessary steps to maintain the rate of progress of works as per the approved programmed of the Contractor on monthly and quarterly basis. To direct the Contractor in all matters concerning Construction Safety and care of the works and if required. • Assist the PM in final inspection of works. Duties and Responsibilities of Experts A) Quality And Safety • Assist the Contractor with the setting up of field laboratories. possible reasons and mitigating measures. • He shall seek approval from RVNL for the designs. • Assist the PM/RE in the preparation of Project completion reports. • Check the storing arrangement of Contractor’s materials and direct if any modification in necessary. • Evolve criteria for acceptance of works. sand. • Hold regular meetings with the Contractors and RVNL. • Interpret the provisions of the Agreement and other related documents • Review the working drawings prepared by the Contractor • Ensuring implementation of Quality and Safety System. • Assist in organizing tests other than the regular tests done by laboratory personnel. • Verify manufacturer’s certificates. • Review and recommend quarry sites for aggregates. and Safety Plan. Quality and methodology. • Carryout any other duties relevant to the Project as desired by the RVNL. • Maintain records of all materials and completed works and ensuring that all materials and completed works as per technical specifications.• Review Contractors’ Construction Program. quarry spall. • Advise the RVNL in issuing instructions for the approval and rejection of materials at source and at site. • Check the calibration of testing equipments and Plants. borrow materials etc. • Periodical Supervision of works in accordance with the specification. • Assist the statutory auditors in auditing. • Supervise all the tests to be done in different stages of Construction besides ensuring that specified tests are done as per stipulated codes and take stage clearance from RVNL. . • Regular interaction with the Project Managers of the Contractors in all matters relating to progress of works with particular reference to delays. equipment and Construction materials to be used in the works. Safety shoes & belts etc. materials and labour for temporary and ancillary works. providing inspection vehicle.1. Replace drawings that have been modified with new ones. Material Receipt • • • . Transportation and storage facilities for all materials and equipment Office and accommodation for staff and labour Sanitation facility at site. Intimate the PMC the details. Overall Responsibility The Contractor is responsible for providing • • • • • • • • All necessary Plant. All Plant equipment. All necessary equipment and laboratory for testing and Quality control. Safety jackets.1 RESPONSIBILITY OF CONTRACTOR The Contractors are responsible for the execution of works in conformance with the requirements of the contract documents. helmets. • • • Maintain design/ drawing register at site. • Contractor ‘s QA/QC Duties Prepare and submit working drawings to for review and then with modification as suggested to submit to PMC for approval. Facility for the Construction team e. Enter receipts in material register and maintain manufacturer test certificates for all materials. labor.1. messing.1 Quality Assurance and Quality Control Duty. Other duties shall be performed as stipulated in the contract documents or directed by the PMC and RVNL. Use only approved drawings for Construction. Testing laboratory and equipment. Design and Drawings. date of completion with requisite manufacturer’s and calibration certificates. List of Contractor’s QA/QC duties Activity / Item Preparation of working /shop drawings. Maintain the equipment in good condition and calibrate as necessary.CHAPTER 3. The Contractor is responsible for executing and completing the works in accordance with the specific standards and specifications and within the contractual time allowed to take all clearances from the regulating authorities and complying statutory requirements. The Contractor’s QA/QC duties are summarized in table below.g. Labour camps etc. Control as required in the contract. CONTRACTOR 3. 3. Maintain daily log Perform tests as per contract requirements Submit test reports to PMC. • • • • • • • • Rejected Materials • • • • Material consumption Construction Equipment Construction • • • • • • Daily Work Progress Testing of works in progress. All corroded / rusted steel material is removed from site. test the same and submit test results to PMC. Provide necessary QA/ QC of works. laying of pipe culverts etc would be undertaken along with test certificates where necessary. Maintain test log. Intimate PMC the proposed date of removal from site and confirm after removal. Safe and proper disposal of rejected and unusable material Material storing / Stock piling.Activity / Item Material Testing • • • • Contractor ‘s QA/QC Duties Take test samples from the working mix/ material in presence of Engineers or PMC’s Experts. Maintain test log Intimate PMC the proposed date of removal from site and confirm after removal or (if so agreed by the PMC as the case may be) rectify defective work and invite PMC for repeat inspection. All necessary and most essential spares for equipment are readily available without halting the works All materials whose effectives deteriorate after expiry date are consumed in work within the said date. Make sure that materials are stored properly in the demarked stores or areas. Steel materials are stored in raised platform and are not directly in contract with ground. Collect samples witnessing the PMC. date of mobilization. • • • • • • . Intimate PMC the details. No critical activity shall start unless material certificates are approved. Intimate PMC in advance when critical works such as embankment. Strands are stored in water tight and air tight room and are used within 90 days from the date of manufacture. concreting. Intimate PMC when Construction is going to undertaken. Perform materials tests as per contract requirement. Rejected work items. in the presence of appointed PMC and submit for PMC’s approval and RVNL for review. pond treatment. Enter daily consumption of materials in material register and indicate balance quantity. No contamination should be allowed. Maintain equipment in good working condition. Hazards/ poisonous material should be stored and handled in safe manner. The rejected materials shall be removed from the Site. pavement layers. Rails and Sleepers are stacked as per specified procedures of the Manuals. Enter in material register at site. Permission/ License issued by different authorities. Other records as specified in the Agreement. . test plan and responsibility matrix etc. • • • • • • • • • • Signed copies of approved drawings. Site instruction book. Submission of revised programs as and when slippage from the Planned program need to recover to set the works back onto schedule and prepare and submit work methodologies for approval at least 21days prior to start of activity comprising inspection plan and responsibility matrix.Activity / Item Instructions from PMC / Employer Construction scheduling and control • • Contractor ‘s QA/QC Duties Enter change orders. Advise compliance • • Prepare and update Construction programs and schedules and undertakes work in accordance with approved schedule. Maintain the following records on site. site instructions. letters and minutes of meetings in the instruction log. Reporting Records Prepare and submit daily and monthly progress reports. Materials register. Test reports and test logs. Design/ drawing register. Equipment registers. Labour register. for approval by PMC / RVNL. . test and ensure the task has been completed to the standard required and write comments to that effect. submitted by the Contractor. & PMC. After successful completion of task the representing engineers of PMC/RVNL shall sign for its acceptance and return the copy to representing Contractor’s Engineer.2 TESTING Various tests on materials and works are required to be carried out on site during construction. must be used in every case where a quality control task intends to start. site inspection and tracking of instructions.CHAPTER 4. QUALITY CONTROL DURING CONSTRUCTION This section of the Plan provides an overview of quality control activities during construction phase. This form must be duly signed and dated by the Contractor’s representative and all Engineers associated with that particular activity at specified location have the opportunity to comment during inspection. As per suggestions of them. The details of input materials should be recorded in Material Register. A well equipped and properly calibrated site test laboratory is therefore an important element of quality control. Specialized tests at outside independent laboratories shall be undertaken as per instruction of PMC. 4. termed as CFI for Call for Inspection and according approval on completion. The approval system formalizes requests from the Contractor and clearly agrees stage approval from the PMC subject to review by the RVNL. A list of testing equipment provided by the Contractor for the site laboratory is to be submitted to PMC. All test results shall be entered into a test logbook as well as in standard formats for respective tests and conformance/ non-conformance is to be indicated therein. Call for Inspection (CFI) This composite form. so there is no doubt or uncertainty. PMC will give final approval to the arranged facilities of the laboratory. If there are negative comments. then the representative of the Contractor will be informed of the same with the direction to rectify or redo the work and to raise fresh CFI for further inspection after necessary correction. The Contractor is required to set up the site laboratory before commencement of construction activities. The approval procedure will form the backup documents required for CRS inspections. The form must be duly signed by the relevant Engineer.1 PROCESS CONTROL An approval procedure will be used throughout the project to have a written record and statement of due progress. testing equipments are to be added or modified including their orientation. All copies of clearance and test reports pertaining to a particular Running Accounting Bill shall be submitted to PMC/RVNL for certification of Bill. Laboratory equipment shall be properly calibrated and calibration certificates will be kept at the laboratory. All aspects of materials testing (including test report formats) and quality control of materials and works are described separately. testing. The Expert of the PMC will inspect the execution process. It is to show clear and written communications between Contractor. The day-to-day work approval is based on one composite form. 4. including process control. Materials control requirements are presented in detail in section 5 and work control requirements in section 6. level and layout and inspection of materials and construction activities. This includes checking of line.3 SITE INSPECTION Site inspections are to be carried out to ensure that the materials and construction activities conform to the prescribed standards. as instructed by PMC. The PMC as part of inspection would issue site instructions to the Contractor whether in CFI or in site order book. Pre cast and Pre stressing etc. Supply Materials and Permanent Way Items before placing order and when supplied at site. The Supervisory team of Contractor shall see that materials that have been rejected are not in use in works. Supply Materials and Electronic Items before placing order and when supplied at site. Operation of plants Lying of Concrete. Site inspections can be divided into day-to-day supervision and periodic site visits. through letters. . Supply Materials before placing order and when supplied at site. Landscaping Construction of building and other ancillaries Kerb casting Painting Installation of bearings and expansion joints.4. staging and steel reinforcement (stage wise before Concrete pouring) Concrete pouring Laying and jointing of drainage pipes Drainage and protection work Stressing. Copy of all CIF’s with noting of observations of Experts on works or materials etc. Jointing of Cables. and has to be redone or rectified. launching of girder and installation of bearing. Day-to-Day Supervision On his appointed PMC shall carry out the day-to-day site inspection of all construction activities where the day to day supervision will be carried out by Contractor. Construction activities to be inspected include the following: • Earth work formation construction • • • • • • • • • • • • • • • • • • • • • • • • • • Construction of sub grade Collection of Blanket Materials. Such observations will also include notes of non conformance for work that has been found to be not in accordance with the contract requirements. Track Linking Platform Constructions Track Electrifications Signal and Telecom installations. Supply Materials and Electrical Items before placing order and when supplied at site. Laying of cables. Operation of concrete batching plant Formwork. as necessary from time to time. will be sent to the PMC for review. . Preparation of action planes for improving the quality. the PMC shall inspect the quality of the works executed. of hours used for the day for execution of works including item of work done in brief. The Contractor shall give advance notice to the PMC when critical activities are proposed to be undertaken and when a stage of work has been or is expected to be completed. • Physical inspection of the works under execution and inspection of quality of workmanship. Equipment: Construction equipment is a major component of quality and Safety system. A tentative agenda for the site visits is as follows. The certification of quality will be based on test reports and site inspection. • • • • • • Review of site documentation and contractor compliance. The final inspection shall encompass tests on completion as specified in the contract documents. Review of issues. On completion of a stage and before proceeding to the next stage. PMC will periodically inspect the equipments and advise for compliance. It would be also be necessary to record the equipment used for construction in the daily logs describing the condition of equipment. Other items as mentioned in BOQ.• • Supply Materials and Signal and Telecom Items before placing order and when supplied at site. Sample verification of test reports and quality certificates. Periodic Site Visits Periodic site visits by Senior PMC engineer provide external review of quality of works executed. check the calibration of equipments as necessary. no. Inspection of laboratories & plants in operation. constraints and lacuna in quality system implementation. It is necessary that the PMC check the adequacy of the equipment used by the Contractor for construction as per the standard and special specification or his appointed Sub Contractors will from time to time. Performance appraisal of the Contractor. unused. IRS Steel Bridge Code. South Central Railway’s Specification for Materials and Works INDIAN ROADS CONGRESS CODES AND SPECIFICATIONS . Where applicable CEB/FIP recommendations and codes of practices shall be used if specific recommendation does not exist in IRS/IRC/BS specifications. 9. 5. 8. IRS: Specifications for fabrication and Erection of Steel Girder Bridges & Locomotive Turn Tables. Where there are no provisions in IRS and IS Specifications. The decision of Engineer shall be final and binding in the interpretation of the clause of the codes of practice and specifications of this tender and no claim whatsoever shall be entertained on this account from the Contractor. all items of works shall be governed by the following Codes. For items not covered in IRS/IS/IRC specifications. provisions in IS specifications should be adopted. and that they incorporate all recent improvements in design and materials unless provided for otherwise in the contract. Where there is conflict between provision in IRS & IS specifications. IRS Bridge rules. 10. 2. provisions in IRC Specifications should be followed. (ii) Indian Railways Schedule of dimensions for Broad Gauge 2004.2 LIST OF CODES AND SPECIFICATIONS Apart from the basic data. 4. (i) INDIAN RAILWAY STANDARD CODES AND SPECIFICATIONS 1. a) b) c) d) e) f) The specifications mentioned in these specifications shall be prime governing. Indian Railways Bridge Manual. and of the most recent or current models. 1. Indian Railways Permanent Way Manual. 7. Where there is no provision of specifications in IRS.1 APPLICABLE STANDARDS Quality Control standards for various construction materials and BOQ items shall be as per the Technical Specifications and testing frequency and procedures shall be but not limited to the following list of standards: All goods and materials to be incorporated in the goods be new. IRS Concrete Bridge Code IRS Sub-structure & Foundation Code. provisions in IRS specifications shall prevail. 1998 Indian Railways Works Manual. 3. QUALITY STANDARDS 5.CHAPTER 5. 6. (B1-2001) South Central Railway’s Standard Schedule of Rates. Specifications as revised/corrected/amended upto the time of submission of the tender. specifications etc. 11. IRS Welded Bridge Code. 12. BS-5400 Part 1 to 10 may also be considered. 17. (all 3 parts) – Hexagon head bolts. 8. 28. 16. semi-gloss. IRC-6: Standard specifications and Code of practice for Road Bridges – Section-II-Loads & stresses. . High tensile steel rivet bars for structural purposes. 26. 10. 4. brushing. 3. 25. 27. 12. 2. 30. 13. Hot forged steel rivets for hot closing (12 to 36 mm dia). Mild steel wire for general engineering purposes. 14. IRC-5: Standard Specifications and Code of practice for Road Bridges – Section –I – General features of design. 9. 15. 4. 8. IRC-83: Bearings for bridges. Linseed oil. 18. brushing. Design for structural timber in buildings. 5. Plain and reinforced concrete. Methods of testing performance of batch type concrete mixers. IRC-21: Standard specifications and Code of practice for Road Bridges – Section – III – Cement concrete (Plain & reinforced) IRC-24: Standard specifications and Code of practice for Road Bridges – Section – V – Steel Road Bridges. 24. raw and refined. 5. Methods of test for determination of water soluble chlorides in concrete admixtures. Radiographic testing. finishing. red lead. Vicat apparatus. (all 8 parts) – Tests for aggregates for concrete (all 49 parts) – Methods of sampling and test for water and waste water. Vibration machine for casting standard cement mortar cubes. 19. Radiographic examination of butt joints in steel plates. Red lead for paints and other purposes. Coarse and fine aggregate from natural sources for concrete. Ready mixed paints. 31. Specifications for Road and Bridge Works issued by Ministry of Road Transport & Highways. Carbon steel forgings for general engineering purposes. for general purposes to Indian Colours etc. Batch type concrete mixers. 20. 21. Method of test for strength of concrete. 11. 29. (MoRTH) (iii) INDIAN STANDARD SPECIFICATIONS 1.1. 2. 6. in dual container. IRC-87: Design and erection of false work for road bridges. Structural steel – Micro alloyed (Medium and high strength qualities) High strength deformed steel bars & wires for concrete reinforcement. boiled for paints Ready mixed paints. 7. Hot rolled rivet bars (up to 40mm dia) for structural purpose. IS : 2062 IS : 8500 IS : 1786 IS : 1148 IS : 1149 IS : 1363 IS : 1929 IS : 2004 IS : 57 IS : 75 IS : 77 IS : 102 IS : 123 IS : 2339 IS : 280 IS : 456 IS : 883 IS : 814 IS : 1182 IS : 2595 IS : 383 IS : 2386 IS : 3025 IS : 1791 IS : 4634 IS : 6925 IS : 9103 IS : 516 IS : 4031 IS : 5513 IS : 10080 Steel for general structural purposes. (all 15 parts) – Physical tests for hydraulic cement. Aluminum paints for general purposes. 6. Admixtures for concrete. Covered electrodes for manual metal arc welding. 23. IRC-78: Sub-structure for Road Bridges. non-settling priming. 22. Linseed oil. screws and nuts of product grade C. 3. 7. Conversion factors and conversion tables. Welding in bridges and structures subject to dynamic loading. (all 41 parts) – method of tests for soil. 41. 57. Steel bridge code. (all 20 parts) – Threaded steel fasteners. 45. brushing. 66. 72. (all 22 parts) – Methods of tests for vulcanized rubbers.24. Metal arc welding for general construction in mild steel. Design and construction of well foundations. 56. 21. 46. 58. Design and construction of pile foundation Safety code for erection of structural steel work. Welding in bridges and structures subject to dynamic loading. 16.60. Safety code for excavation work. 75. Steel Chequered Plates. Seam welding in mild steel. 34.34. 36. Oxy-acetylene welding for structural work in mild steel. 47. Hexagonal bolts for steel structures.32. 70. Metric steel tape measure. 55. 43.23. Metal spraying for protection of iron steel. Compaction factor apparatus. 63. Concrete slump test apparatus. 49. IS : 10262 IS : 1343 IS : 975 IS : 2720 IS : 800 IS : 786 IS : 1024 IS : 1261 IS : 1367 IS : 6639 IS : 104 IS : 2074 IS : 1852 IS : 1270 IS : 9595 IS : 487 IS : 1030 IS : 3400 IS : 1915 IS : 1893 IS : 3502 IS : 3085 IS :7320 IS : 5515 IS : 6586 IS : 5666 IS : 3955 SP IS : 2911 IS : 7205 IS : 8629 IS : 5624 IS : 7215 IS : 8112 IS : 4326 IS : 13920 IS : 34 IS : 887 IS : 816 IS : 819 IS : 1024 IS : 1261 IS : 1323 IS : 4081 IS : 3764 IS : 7293 IS : 817 Concrete mix design. Etch primer. Training and testing of metal arc welders. 54. 35. 51. 52. Safety code for working with construction machinery. Earthquake resistant design and construction of buildings. 38. air drying. General construction in steel. 50. 65. 74. 62. 33. 48. Carbon steel castings for general engineering purposes. Resistance spot welding for light assemblies in mild steel.22. 71. Tolerances for fabrication of steel structures 43 Grade OPC. Animal tallow. White lead for paints. 67. 37. Protection of iron and steel structures form atmospheric corrosion. Prestressed concrete. Metal Arc Welding. Safety code for blasting and related drilling operations. Earthquake resident design of structures. Foundation bolts. 76. Brush. 61. 42. 6. Ductile detailing of reinforced concrete structures subjected to seismic forces. 73. paint and varnish. 60. . 78. red oxide-zinc chrome. 40. Method of test for permeability of cement mortar and concrete. 64. 68. 53. Ready mixed paint. 69. Seam welding in mild steel. 39. 59. zinc chrome. priming. Ready mixed paint.36. 77. (all 5 parts) – Design loads (other than earthquakes) for buildings and structures. Rolling and cutting tolerances for hot rolled steel products. 44. 52. 7. 5. Material arrive “On site” – established procedure implemented by the Contractor. will conduct tests as instructed either in their own laboratory or in the laboratory of the Supplier or in any independent laboratory in presence of and submit to PMC for approval or rejection of the proposal. The Contractor shall be required to obtain. materials and workmanship of the best quality are to be employed and the instructions of the Engineer are to be complied with. (iv) 1. All IS. Subsurface investigations. Materials are Stored or Stacked at site. Standard penetration test for soils. NOTE: a) IS : 1200 IS : 2132 IS :2131 IS : 1892 IS : 14268 (all relevant parts) – Method of measurement of building and civil engineering works. 3. b) 5. 2.4 MATERIALS APPROVAL The material to be incorporated in work shall be subjected to passing of various tests as brought out in earlier section. Material goes to work site – established procedures implemented by the Contractor. 82. IRC and IRS Codes pertaining to the work shall be applicable. A synopsis of the Material “Pathway” is • • • • • Provides source approval – the PMC informed of proposed Potential supplies.3 SOURCE APPROVAL PROCESS The Contractor shall make the Supplier aware of specification requirements to fulfill the delivery of materials / products as per contract. 83. 80. To make the acceptance criteria more apprehensive and also to facilitate . 81. 5296. all necessary information and documentation necessary. The responsibility of the Supplier rests with the Contractor. The contract specifications stipulate that specific requirements must be met by the material suppliers. The detailed acceptance criteria for approval of material and finish item of work have been dealt in this section. Where the drawings and specifications described a portion of the work in only general terms and not in complete detail it shall be understood that only the best general practice is to prevail. 5. BS-1449. a checklist has also been added as guidance so that Contractor can implement QSP in the most pragmatic manner on . Other necessary documentation is to be obtained and provided. Thin walled tube sampling of soils. 1134.2 SOURCE OF SCREENING PROCESS The screening process basically refers to the Contractor’s submittals of their proposed suppliers seeking a “Source approval”. The list given above is by no means exhaustive. from the proposed Supplier .79. Prestressing Strands Miscellaneous: UIC-772R: Bearings of rail bridges BS-5400 (all parts). 3484. defects or deficiencies identified during construction. If necessary. hence shall evolve a mathematical model to satisfy the degree of satisfaction to be achieved. Materials do not conform to relevant IS/IRC/RVNL/BS shall be deemed to be rejected and shall be removed from the work site. contractor shall be resubmitted after carryout rectification as directed or remove unsuitable item of work from site to spoils and replace with fresh approved material. If the instruction given by the PMC is overlooked in such incident. Non conformity of such work should be issued to the contractor. Only those test results that are not accepted by PMC. 5. 5. If the construction activities carried out by contractor at site are not conforming base on QA/QC Plan and/or construction drawing. Deviation from approved methodology (method statement) Deviation from Drawing Use of unapproved machineries and equipment. Engineers by means of NCR shall report problems. 2.5 ACCEPTANCE/REJECTION CRITERIA Since Quality Control has been exercised on statistical / probability method.6 ACCEPTANCE CRITERIA Material All material brought to site for use in work shall conform to relevant IS/IRC/RVNL/BS code. Breakdown of Plants and Equipments. This checklist would help Contractor in ensuring that work on ground has been executed and tested as per good engineering practice. NCR shall be raised for problems defects or deficiencies encountered in the following areas: • Defective construction materials including rejected materials found at site / stock. • • • • • • • Substandard workmanship of construction works at any stage of construction. Test Results The testing result shall be duly combined and submitted to PMC along with Running Account Bill as per requirement. which are taken cause of nonconformity.ground. finished works or structures to meet specified test requirements.7 NCR (EXPLANATORY NOTE) 1. the required corrective measure should be instructed to the field engineer at site for corrective action of particular items. Use of Improper machines and equipments. to implement the corrective action to eliminate the cause of nonconformities and to prevent recurrence shall be established. The contractor should take immediate action by repaired or reworked. Non – Conforming Reports (NCR) The purpose of NCR is to establish how to control nonconformity to specific requirements. . This is most effective and widely accepted model and yield very satisfactory result to obtain excellent Quality Control and more than 95% satisfaction level. 5. Failure of materials. and to prevent such material from unintended use or installation. Periodical checking of quality of material other than the actual frequency of testing during the construction will be made at the laboratory by taking samples from site and conducting tests in presence of Experts. for rejected material) Where the NCR has a design implication.e. Each storage area must be suitably marked as “Approved”. the Contractor may unload the materials to his storage area. the material may be declared as unsuitable by the PMC and it must be removed from site forthwith. the material will be inspected and confirmed that no damage has taken place during transportation or unloading. 5. The base steps to proper material management are: • • • • • • • • • • • • To verify whether materials are approved by PMC and reviewed by RVNL. Using any material component which has not been tested.• • • • Insufficient Safety arrangements at Site. in the opinion of the PMC are not within the accepted bounds of good industry practice. PMC / RVNL may instruct to send samples to independent laboratory All material must be stored in an approved storage area that affords protection to the material as required without endangering the Safety of others. Incomplete testing of ingredients. All rejected materials must have to be removed from site or store immediately. 6. 5. All NCR raised on site shall be issued to the respective construction manager. At the work site. The management of the Contractor’s storage facility rests with the Contractor.8 Any other issues. the purchasing officer in the procurement dept. 3. Whether consignment carries with it necessary manufacturer’s certificate regarding quality and specification. If the material is judged in conformance. CONTROL OF MATERIALS AT SITE As materials arrive on site must be properly controlled – at the truck. Material must be consumed in work before the date of expiry as indicated by the manufacturer or code of practice. • . The PM shall ensure that the NCR is closed out within the agreed time frame for disposal. during storage. 4. “Pending for Approval”. the corrective action proposed by PMC/RVNL to rectify the non-compliance shall require the approval of the designer prior to its implementation. During unloading. samples will be chosen with respect to mandatory control testing or for audit testing. during transfer to construction site and as they are placed in the structure or on the Railway. during unloading. If the material is damaged during construction processes. The originators of the NCR all verify the corrective action for its effectiveness before closing out. Alternatively the process owner shall receive the NCR to initiate corrective action (i. cement concrete. Luminaries. Acceptance Tests (e. sampling and testing of materials delivered by supplier). taking cores of concrete are routine requirements to be followed. base course. testing of cubes cast of produced concrete to confirm that required strength is achieved and is consistent).g. pre-stress strand. Routine Tests to verify whether materials conform to the item approved by the PMC.g. sub grade. These items shall bear the IS mark. RVNL and Technical Specification. bricks. and other non-bituminous base and sub base courses). OFC Cables. Upon their delivery and before their installation or incorporation in the works.5. The PMC shall review the manufacturer’s certificates for conformance to contract requirements before these items are delivered to site. bearing pads. Acceptance of certain manufactured items shall be based on test certificates from the manufacturer conforming to RDSO standards and visual inspection.g. static and dynamic load test of pile. a manufacturer / supplier etc. fly ash.9 TESTING OF MATERIALS AT SITE LABORATORY Testing of construction materials is carried out for a variety of reasons and purposes as per the frequencies prescribed in IRC. sand. Electrical wires. • • • • • • • • Screening Tests (e. Beside laboratory tests mentioned above a number of field tests such as field density testing. slumps. Sleepers. CPWD. granular sub base. The warranty period if any shall be indemnified in favor of RVNL by the Manufacturers. casting of concrete cubes. an aggregate supplier. Control Tests (e. The testing to be carried out within the preview of the laboratory includes soil and aggregate (embankment fill. Electronic items. and the like would be carried out utilizing an outside testing agency or the manufacturers as the case may require. Choosing a borrow source. IRS. steel. . crushed stone. Signals. Special testing as may be deemed necessary and prudent. Audit tests to verify independently the reported properties of materials. cement. • 5.10 CERTIFICATION OF MATERIALS BY MANUFACTURER It has been anticipated in the specifications that specialized testing such as water. pot bearing. Trial Mixes (Selection of appropriate concrete mix designs. design of bituminous mixtures. the methodology for each task is particular. The task forms part of contract documents and be respectively filed in accordance with Quality and Safety System. It will be checked by PMC and RVNL whether calibration of equipments has been made and certified inspection tools complete with accessories must be ready and in working conditions. They will be periodically checked by the PMC.2 INSPECTION OF PLANT & MACHINERY The PMC must inspect the plant. location of facilities. By incorporating the suggestions of the PMC.CHAPTER 6. The RVNL and PMC will ensure that the plant and machinery or other item is in accordance with specifications and are capable of achieving the required quality and quantity of the works within the time schedule and programs. 6. fabricated steel items. The methodology will include what. The method statement is matched to any other relevant quality documents and forms the modeled task. Electrical Works. job mix designs. It is for this reason that PMC will check the methodology and advice and suggest improvement of the same as required. when and how the task will be completed in accordance with contract conditions.1 CONSTRUCTION METHODS It is common practice for the Contractor to submit to suitable method statements to execute a particular task for checking well before the planned start of operations. sub base. if felt necessary. earthworks. The responsibility of Safety while executing any task and its soundness will rest on the Contractor. Safety and practicality of the method. contract and program as agreed. but not limited to. PMC may randomly check equipments. This special statement is submitted to PMC at least 21 days prior to the actual commencement of any activity. personnel. QUALITY CONTROL OF WORKS This section of the Quality and Safety Plan covers the procedures of checking and reviewing Contractor’s method statements. inspection and testing of works leading to final approval or acceptance. procedures for minimizing environmental impact. • • . in order to review construction method. Laboratory Equipment must be regularly checked and calibrated so that they continuously give correct results. Signal and Telecom Works. why. 6. The PMC/RVNL will approve the methodology with or without condition for its further improvement. any other information. The special part is more detailed and applies to a specific task. equipment. irrespective of approval by the PMC. This methodology is given below: • The PMC will inspect plant. and construction of cement concrete structures. machinery and laboratory equipments on a routine basis and a written report will be generated. the method statement will be revised and submitted to the PMC/RVNL through the PMC for review and approval. testing and acceptance procedures and any special requirements in comprehensive detail. The Experts of the PMC may inspect them from time to time. The General part of the method statement is issued with construction program and includes information on materials sources. Because each contractor has different management and resources. quality and Safety system. The works include. The PMC will approve in writing the method statement when they are convinced of the feasibility. and sequence of construction. details of facilities and approaches. machinery and laboratory equipment to ensure the items in accordance with specifications. or part of the work.Because plant. PMC will inspect the assigned work. the work will again be re inspected. The Contractor will submit CFI to for inspection of work at scheduled date and time. The Contractor will set out alignment. The work must again be inspected/ tested to see whether rectifications are done satisfactorily. does not meet the specifications or quality standards in accordance with the work. approved work methodology. After rectification or reconstruction. Before submitting any CFI/RFI for inspection to.4 Any work in part or in whole. he will assess and approve the Contractor. In the event that the work. With the help of check list. a list of plants/lab equipment to be calibrated along with frequency of calibration shall be prepared and approval shall be sought. the Contractor must be given opportunity to rectify the work. The CFIs will finally be closed by the PM or Resident Engineer or any Expert of PMC with necessary noting of approval or rejection and shall return the copy to Contractor by keeping his requisite copies. . by the way of submission and approval of RFI/CFI and if found satisfactory. 6. the Contractor will record his satisfaction regarding quality and correctness of work in the check list to be annexed with CFI. If this is not possible or the PMC does not approve rectification. as necessary. may be accepted. specifications. • The Contractor must be informed in writing the results of occasional. the PMC has determined to be poor quality or in any way not in accordance with the contract is called non – standard work. The PMC by selecting CFI at random may inspect work and record his observations either in CFI or in site order book for information of the / Contractor. it must be ensured that items are continuously monitored to ensure continued acceptability wherever calibration is necessary/needed. Upon receipt of numbered CFI. The Contractor will test in accordance with the specifications and the tests will be witnessed by the Supervisors and Experts of PMC. The methodology of inspection shall be as follows. the Contractor must remove the offending item(s). take levels etc. knowledge and experience. INSPECTION AND TESTING OF WORKS The PMC on request from the Contractor will inspect all works to ensure that each item of work is executed using approved materials in accordance with contract specifications.3 • • • • • • • • • The PMC shall check and inspect on the submission of RFI/CFI and certify on its successful completion as per Railway specifications and pre-approved work methodologies. PMC may give the contractor an opportunity to rectify the work. approved drawings. approved design and methodology and quality and Safety plan. with his own surveyor and the PMC will do a random checking. The Contractor will number the CFIs for convenience of documentation and forward one copy of each to the PMC. NON CONFIRMING WORKS 6. machinery and laboratory equipment suffer with age. On refusal of acceptance of work. routine or scheduled inspection with the request to rectify the defects or replace. 5 INSPECTION PROCEDURE For the sake of efficient and effective supervision of works. Passenger Amenities and Miscellaneous Works : Other than Steel items Platform. In order to have a clear cut concept of construction procedures. Passenger Amenities and Miscellaneous Works : Steel items Supply of Cement Site Facility General Electrical items SOR Items S&T Works . flow charts indicating the construction sequence and control points for the following items of Railway works are prepared . written procedures and check lists of inspection and testing have been prepared for the use of supervising staff of the PMC. • Bridge work (Other than Steel works) • • • • • • • • • • • • • • • Bridge work (Steel items Involving Fabrication and Erection) Bridge work (Supply of Steel items ) Ballast Supply Poway Supply (Other than steel items) Poway Supply (Steel Items) Permanent Way Linking: Installation Works Permanent Way Linking: Supply and Installation Works Buildings Platform.6. bolted. Spacing of steps shall be uniform and shall not exceed 30 cm. SAFETY PROCEDURES The Objectives: The main objectives for management control of Safety measures during constructions are: 1. 2. (2) (3) (4) (5) (6) . or from solid construction except for such short period work as can be done safely from ladders. The width between side rails in a rung ladder shall in no case be less than 30 cm for ladders up to and including 3 metres in length. have adequate width and be suitably provided with guard rails as described in (3) above.CHAPTER 7. cables. The Contractor shall provide all necessary safety appliances.25 metres above the ground or floor. Working platforms.62 as far as they are applicable to the Contract. There are no accidents due to ongoing construction activities. There is no damage to existing track. such as safety goggles. swung or suspended from an overhead support or erected with stationary support. The Safety norms laid down in various Manuals and regulations are observed. 3. gangways and stairways shall be so constructed that they do not sag unduly or unequally. suitable foot. Every opening in the floor of a structure or in a working platform shall be provided with suitable means to prevent fall of persons or materials by providing suitable fencing or railing with a minimum height of one metre. No portable single ladder shall be over 9 metres in length. There is no danger to life due to ongoing construction activities.25 metres above ground level or floor level. which shall be given an inclination not steeper than 1/4 to 1 (1/4 horizontal in 1 vertical) Scaffolding or staging more than 3. 4.L.holds and hand-holds shall be provided on the ladder. Contractor Obligations (1) The Contractor shall comply with all the precautions as required for the safety of the workmen by the I. shall have a guard rail properly attached. and if the height of any platform or gangway or stairway is more than 3. When a ladder is used. equipments and machines under operation. masks. due to ongoing construction activities.O Convention No. helmets. etc to the workmen and the staff. an extra labourer shall be engaged for holding the ladder and if the ladder is used for carrying materials as well. Such scaffolding or staging shall be so fastened as to prevent it from swaying in from the support or structure. Safe means of access and egress shall be provided to all working platforms and other working places. it shall have closely spaced boards. braced and otherwise secured at least 1 metre high above the floor or platform of such scaffolding or staging and extending along the entire length of the outside and ends thereof with only such openings as maybe necessary for the delivery of materials. For longer ladders the width shall be increased at least 6 mm for each additional 30 cm of length. Every ladder shall be securely fixed. Suitable scaffolds shall be provided for workmen for all work that cannot safely be done from the ground. (8) (9) (10) (11) All necessary personal safety equipment as considered adequate by the Engineer shall be available for use of persons employed on the site and maintained in a condition suitable for immediate use. . Demolition : Before any demolition work is commenced and also during the process of the work : (a) (b) (c) All roads and open areas adjacent to the work site shall either be closed or suitably protected. shall at all times be supplied with at least one ladder for each 20 metres in length or fraction thereof. Manholes so open shall be cordoned off with suitable railing and provide warning signals or boards to prevent accidents to the public. Excavation shall be made from the top to the bottom. 1. action or proceedings to any such person or which may with the consent of the Contractor be paid to compromise any claim by any such person. the contractor shall ensure that manhole covers are open and manholes are ventilated at least for an hour before workers are allowed to go into them.(7) Adequate precautions shall be taken to prevent danger from electrical equipment. shall remain electrically charged: All practical steps shall be taken to prevent danger to persons employed by the Employer. Under no circumstances shall undermining or undercutting be done. where and whenever essential.5 metres or more in depth shall be stepped back to provide a suitable slope.5 metres of the edge of any trench or half the depth of the trench. or be securely held by timber bracing so as to avoid the danger of side collapse. The Contractor shall ensure all precautions to prevent any accidents due to electrocution or otherwise. which is 1. and the Contractor shall take adequate steps to ensure proper use of such equipment by those concerned. whichever is more. Excavation and Trenching : All trenches. The Contractor shall provide all necessary fencing and lights to protect the public from accidents and shall be bound to bear the expenses of defending every suit. Excavated material shall not be placed within 1. which is liable to be a source of danger other than a cable or apparatus used by operators. Ladders shall be extended from the bottom of the trench to at least 1 metre above the surface of the ground. All rules in force in this connection shall be fully complied with. Necessary shutdown may be arranged. cement. No floor. which are in use.shield. When workers are employed in sewers and manhole. from risk of fire or explosion. action or other proceedings at law that may be brought by any person for injury sustained owing to neglect of the above precautions and to pay any damages and costs which may be awarded in any such suit. The sides of a trench. or flooding. Those engaged in welding works shall be provided with welder’s protective eye. Stone breakers shall be provided with protective goggles and protective clothing and seated at sufficiently safe intervals. lime mortars. roof or other part of a building shall be so overloaded with debris or materials as to render it unsafe. which is injurious to the eyes. shall be provided with protective goggles. No materials on any of the sites shall be so stacked or placed as to cause danger or inconvenience to any person or the public. shall be provided with protective footwear and protective goggles.5 metres or more in depth. (a) (b) (c) (d) (e) Workers employed on mixing asphaltic materials. concrete etc. Adequate safety measures shall be taken when any work is undertaken near any live highly charged electric wire. Those engaged in handling any material. No electric cable or apparatus. gearing. lowering or as means of suspension. insulating mats. (ii) Every rope used in hoisting or lowering materials or as a means of suspension shall be of durable quality and adequate strength. as . anchorage and supports shall conform to the following: (a) (i) These shall be of good mechanical construction. Use of hoisting machines and tackle including their attachments. Only trained men over the age of 21 shall be permitted to give signals to such plant and appliance operators. be regularly inspected and properly maintained. (14) (c) (d) (15) Motors. each safe working load and conditions under which it is applicable shall be clearly indicated. and free from defects (b) Every crane driver or hoisting appliance operator shall be properly qualified and no person under the age of 21 shall be in charge of any hoisting machine including scaffold equipment. Whenever men above the age of 18 years are employed on the work of lead painting. the Contractor shall notify safe working load of each machine to the Engineer or his Representative. No part of any machine or any gear referred to in the paragraph above shall be loaded beyond safe working load except for the purpose of testing. When workers are employed on electrical installations. As regards Contractor’s machines. safe working load shall be ascertained by adequate means. whenever he brings it to the site of work and get it verified by him. shackle. Overalls shall be supplied by the Contractor to workmen and adequate facilities shall be provided to enable workers to wash during and at the close of any day’s work. sleeves and boots. Suitable face masks shall be supplied for use by workers when paint is applied in the form of spray or a surface having lead paint dry rubbed and scrapped. sound material and adequate strength and free from patent defects and shall be kept in good working order. working apparel such as gloves. For every hoisting machine and every chain hook. safe working load shall be notified by the Engineer or his Representative. hoisting appliances shall be provided with such means as will reduce the risk of accident during descent of load to the minimum. swivel and pulley block used in hoisting. electric wiring and other dangerous parts of hoisting appliances shall be provided with efficient safeguards. which are already energised. In case of a hoisting machine or a variable safe working load. In case of the Employer’s machine. transmission.(12) The Contractor shall not employ men below the age of 18 years and women. the following precautions shall be taken: (a) (b) (c) No paint containing lead or lead products shall be used except in the form of paste or ready made paint. on the work of painting with products containing lead in any form. Adequate precautions shall be taken to reduce to the minimum risk of any part of a suspended load becoming accidentally displaced. (13) When work is performed near any place where there is risk of drowning all necessary equipment shall be provided and kept ready for use and all necessary steps taken for prompt first aid treatment of all injuries likely to be sustained during the course of the work. Every hoisting machine and all gear referred to above shall be plainly marked with safe working load. Persons responsible for ensuring compliance with the Safety Code shall be named therein by the Contractor. However. telecommunication (17) (18) (19) (20) (21) (22) . Digging and Excavation works: “Joints procedure order for undertaking digging work in the vicniti of underground signaling. and on his failure to do so. regulations. Similarly. of the foregoing provisions. B. to the satisfaction of the Engineer or his Representative. administrative and control communication. the employer shall be entitled to provide the same and recover the cost from the Contractor. these works are executed by contractors employed by these organizations. RRI Cabin. arrangements made by the contractor shall be open to inspection by the Engineer or his Representative. ASM room. by the sub-contractors. On certain sections digging is also required for lying of electrical cables and casting of foundation for the erection of OHE masts by Electrical Deptt. A number of Engineering works in connection with gauge conversion/doubling/third line are in progress on various railways. For work carried out in the vicinity of any wharf or quay. PRS. cement. Intermediate blocks Huts (IBH) etc. or shared by Rail Tel Corporation of India Ltd. 1961. ladders and other safety devices mentioned or described herein shall be maintained in a safe condition and no scaffold. Rail Tel are also executing the work of laying of quad cables and OFC on various railways as a part of sanctioned works for exclusive use of Railways for carrying voice and data i.may be necessary. Adequate washing facilities shall be provided at or near places of work. To ensure effective enforcement of the rules and regulations relating to safety precautions. These safety provisions shall be brought to the notice of all concerned by displaying on a notice board at a prominent place at the work location. Generally. watches and carry keys or other materials which are good conductor of electricity. rules. S&T organization under open line or construction units under CAO/C are executing various signaling and telecommunication work requiring digging of earth for laying of cables or casting of foundation for the erection of signal post etc. the Contractor shall abide by all the provisions of the Dock Workers (Safety. Health and Welfare) Scheme. Workers shall not wear any rings. which require extensive digging work near the running track. The Contractor shall at his own expense provide protective safety Equipment like gloves and footwear for all labour engaged on concrete mixing work and all other types of working involving the use of tar. electrical and telecommunucation cables” A. FOIS etc. Notwithstanding anything contained in conditions (1) to (17) above. shall be provided. The Contractor shall be responsible for observance. in close vicinity of the working S&T cables carrying vital Safety circuits as well as electrical cables feeding the power supply to Cabins. and bylaws for the time being in force in India and applicable in this matter. (16) All scaffolds. ladder or equipment shall be altered or removed while it is in use. while carrying out these works in the vicinity of working signaling. the Contractor shall at its own costs. remain liable to comply with the provisions of all acts.e. etc. contractor flag men & supervisor and will give written permission giving names of road vehicle drivers. gauge conversion etc.and electrical cables. location. of individual vehicles. at times. The S&T cable and Electrical cable route plan should be got approved from the concerned RE(S&T)/RE(Electrical) respectively. For working of machinery close to the running tracks or playing of road vehicles during night hours. to play in railway land next to the running line. examine & certify. The railways/ Employer/Engineer or his authorized representative will personally counsel. If for execution of certain work viz earth work for parallel railway line and supply of ballast for new or existing rail line. such cable cuts are also resulting due to work undertaken by S&T or Electrical Deptt. duly indicating the site details in a neat sketch and Safety measures proposed to be taken. location. the contractor shall apply to the Engineer in writing for permission. Subject to the approval of concerned Railway authorities. the road vehicle drivers. road vehicle are necessary to be used in railway land next to the railway line. 1) The work of excavating the trench and laying of the cable should proceed in quick succession.e. Such cables faults results in the failure of vital signaling and telecommunication circuits. leaving a minimum time between the two activities. . contractor’s flag men and supervisor to be deployed on the work. The contractor and his men shall strictly adhere to the instructions given along with such permissions. name and license particulars of the drivers. cable cuts take place due to JCB machine working along the track or during the digging work being done by Contractors carrying out the Civil Engineering Works. the Engineer or his authorized representative will communicate permission to the contractor /contractor representative. 2) 3) 4) 5) Working near running line :1) The contractor shall not allow any road vehicle belonging to him or his suppliers etc. S&T& Electrical. period and timing of the work. Any damage caused to OFC/Quad cable or Electrical cable during execution of the work necessary debit shall be raised on Engineering Department who shall bear the cost of the corrective action. cross bond and structure bond shall be restored by the contractor with a view to keep the rail voltage low to ensure safely of personnel. before undertaking the work and completion cable route plan should be finalized Block section by Block section as soon as the work is completed. Above joint circular shall be applicable for construction as well as open line organization of Engineering. All types of bonds i. rail bond. Similarly. the contractor shall apply to the Engineer for permission giving the type & no. This permission will be subject to the following obligatory conditions 2) Road vehicles can play along the track after suitable cordoning of track with minimum distance of 6 meters from the centre of the nearest track. duration & timings for such work / movement. IV.. No part of the road vehicle shall be allowed at less than 3. gauge conversions. shall be carried out only in the presence of a person (including any railway employee) authorized by the Engineer. It is therefore essential that adequate Safety measures are taken for Safety of the trains as well as the work force. Any movement/work at less then 6m and up to a minimum of 3. Barricading shall be provided wherever justified and feasible as per site conditions. reproduced below which should invariably be complied with. Safety Fencing Before commencing any work close to the running track. He can remove the fencing after getting the approval of Engineer.1m at 3 m centre to centre spacing as per relevant BOQ item.3) Nominated vehicles and drivers shall be utilized for work in the presence of at least one flag man and one supervisor certified for such work. The following measures should invariably be adopted:a) The contractor shall not start any work without the presence of Railway/PMC supervisor at site. In order to monitor the activities during night hours.5 meters with wooden/Casurina balli posts of length 2. For this purpose the area where road vehicle s and/or Machinery are required to play. I. 4) The contractor machinery. Suitable flag men / detonators shall be provided where necessary for protection of trains. . Track Laying Systems etc. The fencing material will be the property of the contractor. Serviceable material obtained from the released fencing can be re used for providing fencing in subsequent stretches. additional staff may have to e posted based on the need of the individual site. Contractor is fully responsible for operating these machinery without endangering the Safety of the running line and traffic. bridges rebuilding etc. 6) The contractor’s special attention is drawn to Para 826 of Indian Railways Permanent Way Manual introduced under advanced Correction Slip no. “826 Safe working of ContractorsA large number of men and machinery are deployed by the contractor for track renewals.5m from track centre. c) The “look out and whistle” caution orders shall be issued to the trains and speed restrictions imposed where considered necessary. The contractor will be paid for providing Safety fencing along the track as per the relevant item in the BOQ. Special care shall be taken for turning / reversal road vehicle / machinery without infringing the running track. 5) The contractor’s machinery and equipment like Cranes. Cost of such railway employee shall be borne by the Employer. Ballasting machinery Compactor. II. he work shall be so carried out that there is no infringement to the railway’s schedule of dimensions. equipment and vehicle shall normally operate 6 m clear of track. The contractor shall maintain the Safety fencing in good working condition through out the period till the work in a given stretch is completed. The fencing shall be for a height of 1. b) Wherever the road vehicle and/ or machinery are required to work in the close vicinity of railway line.5m clear of track centre. 69 dated 23/5/2001. are required to operate close to the existing line carrying traffic. III. the contractor shall provide Safety fencing and obtain the specific permission of Engineer to commence the work in that stretch. Flash Butt Welders. shall be demarcated and acknowledged by the contractor. doublings. e) The unloaded ballast / rail/sleepers/other P. Way working on _____________________work. The work of installation of track throughout the length of doubling is adjacent to track under running traffic. The work of installation of track and Signals in the Station yards including alternations to the existing Track & Signals has to be done adjacent to or in replacement of the existing Track and Signals which are under running traffic. Many of the bridges on the proposed double line are to be constructed either as extensions or just adjacent to the existing bridges under running traffic. . 8) Any traffic /traction blocks. The contractor shall ensure that the Safety of the running lines and running traffic is not endangered.d) The supervisor / workmen should be counseled about Safety measures. f) Supplementary site specific instructions. 9) The contractor shall provide at site at his own cost. through the Engineer. All lights provided by the contractor shall be screened so as not to interfere with any signals light on the Railways or with any traffic or signal lights of any local or other authority.Way supervisor of M/S________________________________________has been examined regarding P. instructions and norms. A competency certificate to the contractor’s supervisor as per Performa annexed shall be issued by Expert which will be valid only for the work for which it has been issued. temporary speed restrictions and caution orders. shall be issued by the PMC. because of his work. ________________________________________________________ PM/RE 7) The work of formation in bank and cuttings throughout the length of doubling is adjacent to track under running traffic. The Railway may sanction the same for specific sites within the overall recovery time available in the Railway’s time tables.Way materials after unloading along track should be kept clear off moving dimensions and stacked as per the specified heights and distance from the running track. No claim from the contractor for any delay/ inconvenience/ loss on this account shall be entertained by the Employer. His knowledge has been found satisfactory and he is capable of supervising the work safely. required in this connection shall also be got sanctioned from the Railway authorities well in advance. all protection measures including exhibition and lighting of all Temporary Engineering Signals as per Railway rules. The contractor shall have to schedule his programme according to the convenience of the Railways. COMPETENCY CERTIFICATE Certified that Shri______________________________P. wherever considered necessary. losses. b) The Contractor shall submit drawings. at his own cost.of the concerned Railway authorities including Commissioner of Railway Safety through the Engineer in advance and well in time. his agents or employees. in order to ensure the Safety of the running track. No extra payment will be made for complying with the Safety provisions under this chapter and the cost of all such elements to meet the Safety requirements shall be deemed to be included in the Bill of Quantities. strung on bamboo or steel poles can be considered for such barricading. c) The contractor shall. Railways may. The cost of such staff shall be borne by the Employer. practice and procedures laid down by Railway authorities in this respect.relevant details of all such works to the Engineer for approval at least one month before he desires to commence such works. maintenance and removal of the temporary arrangements. running track. d) The contractor shall ensure and be entirely responsible for proper design. traffic and traveling public and for following all extent instructions. 12) Suitable barricading to forewarn road vehicle driver shall be provided by the contractor. which may be ascertained from the Railways through the Engineer e) If required. Indemnity by Contractor The Contractor shall indemnify and save harmless the Railway I Employer I Engineer from and against all actions. be relieved of his• responsibility and obligation as aforesaid. 11) The contractor remains fully responsible for ensuring Safety. Barricading arrangement should be got approved by the Engineer. These arrangements shall conform to railway norms. The luminous tape. when no longer required. Approval by the Engineer of any such proposal shall not relieve the contractor of his responsibility for the sufficiency of such works. the Contractor shall bear cost of all damages to his equipment and men and also damages to Railway and its passengers. provision and upkeep of all temporary arrangements and all associated activities so as not to endanger Safety of any assets. In case of any accident. damages. The contractor shall obtain all necessary approvals and sanctions . the Contractor shall bear the cost of complying with all Safety requirements. and· demands of every nature and description brought or recovered against the Railways I Employer I Engineer by reason of any act or omission of the contractor. claims. fabrication. design and provide any temporary arrangements including relieving/service girders required in connection with the above said works and remove the same. the contractor shall not. post at site Regular Railway staff to watch the efficacy and Safety of temporary arrangements and protection measures round the clock for the period the same exist in the running line and till the• running line is restored back to normal. in the execution of the works or in his guarding the same. however. and whether or not any damage shall have been sustained. . norms. costs. supporting design calculations where called for by the Engineer and other. suit proceedings.10) Ancillary and Temporary works a) The contractor’s proposals for erection of all ancillary and temporary works shall be in conformity with the proposals submitted along with the tender and modifications there to as approved by the Engineer. Railways may also supervise the insertion. g) Save as provided in Para 7 (e) above. f) Notwithstanding the above. All sums payable by way of compensation under any of these conditions shall be considered as reasonable compensation to be applied to the actual loss or damage sustained. defence or compromise. Life-saving Appliances and First aid Equipment The Contractor shall provide and maintain upon. to take such steps as may be considered necessary or desirable to ward off or mitigate the effect of such proceedings. trenches. charging to Contractor. demolition sites etc. he amount of any costs or charges including costs and charges in connection with legal proceedings. to prevent accidents and injuries to the public. proper and efficient life saving appliances and first-aid equipment to the approval of the Engineer and in accordance with the requirements of ILO Convention No. In the case of any fatality or serious accident. the Contractor shall. corrugated sheets around foundation pits.l. as aforesaid. (ii) The Contractor shall provide effective barricading using G. erection sites. The Railway/Employer /Engineer shall have the power and right to pay or\to defend or compromise any claim of threatened legal proceedings or in anticipation of legal proceedings being instituted consequent on the action or default of the contractor. any sum or sums of money which may be paid and any expenses whether for reinstatement or otherwise which may be incurred and the propriety of any such payment. or any negligence or any omissions on the part of the contractor. shall make good this own expense all loss or damage whether to the works themselves or to any other property of the Railway or the lives of persons or property of others from whatsoever cause in connection with the works until they are taken over by the Employer and this although all reasonable and proper precautions may have been taken by the Contractor. Safety of Public The Contractor shall be responsible to take all precautions to ensure the Safety of the Public whether on Public or Railway property and shall post such look out men as may in the opinion of the Engineer be required to comply with regulations pertaining to the work. any compensation. loss or damages or to pay. and in case the Railway/Employer/Engineer -shall be called upon to make good any costs. He shall erect barricading duly leaving safe pa 'sage for the movement of the public as per the directions of Engineer.. and the incurring of any such expanse shall not be called in question by the Contractor. which the Railway/ Employer/ Engineer may incur in reference thereto.the Works sufficient. in addition. shall be charged to the contractor. including that payable under the provisions of Workmen’s compensation act or any statutory amendments thereof to any person or persons sustaining damages as aforesaid. (iii) No payment will be made for providing such barricading and the rates quoted by the Contractor shall be inclusive of such Safety measures. The appliances and equipment shall be available for use at all time . by reason of any act. 62.Damage to Railway Property or Life or Private Property The contractor shall be responsible for all risks to the works and for the trespass and. (i) Reporting of Accidents The Contractor shall report to the Engineer details of any accidents as soon as possible after its occurrence. notify the Engineer and the Employer immediately by the quickest available means. employees and the staff and employees of his subcontractors. However. and all other measures necessary for protection of works within the colonies. for the duration of the contract. 13) Contractor will have to comply the instructions circulated for Safety on Worksites Specially Doubling and Third line Works being implemented by RVNL. (e) No separate payment will be made for providing security measures and will be deemed to be included in the rates quoted by the contractor. 2009/RVNUR/CC/Circular Dt. Dt. camps and elsewhere at site.Security Measures (a) Security arrangements for the work shall be in accordance with general requirements and the contractor shall conform to such requirements and shall be held responsible for the action or inaction on the part of his staff. Sundays and holidays.10 and any subsequent instructions on this issue. 12.. circulated vide RVNL's letter No. provisions of all lighting guard. The requirements of security measures shall include but not be limited to. all materials delivered to the site and all persons employed in connection with the works continuously throughout working and non-working periods including nights.03. (b) Contractor's as well as Sub Contractor's employees and representatives shall wear identification Badges (cards). . gum boots and other Safety / protection gadgets / accessories provided by the Contractor. (c) All vehicles used by the contractor shall be clearly marked with the Contractor's name or identification mark (d) The contractor shall be responsible for security of works for the duration of the contract and shall provide and maintain continuously adequate security personnel to fulfill these obligations. helmets.2009 and letter of even No. maintenance of Law and Order at site. Badges shall identify the Contractor and show the employee's name and number and shall be worn at all times while at site. at work sites in close proximity of traffic corridors where public and traffic are likely to come close to the work area. uniforms. flagmen. 10. suitable barricading as proposed by contractor and approved by Engineer shall be provided.02. vi) The Petroleum Act. 1934 and Rules 1976 vii) Gas Cylinder Rules. Sept 1999 as amended in August 2003 xxv) Workman Compensation Act. 1884. the construction works shall be undertaken in accordance with all applicable legislation and Indian statutory requirements listed below but not limiting to: Indian Electricity Act 2003 and Rules 1956 ii) National Building Code. 1986 and Rules 1986 xv) Air (Prevention and control of Pollution) Act. APPENDIX In addition. 1923 x) The Public Liability Insurance Act 1991 and Rules 1991 xi) Minimum Wages Act. 1989. 2002 xix) Recycled Plastic Usage Rules. Notwithstanding the above Act/Rules. 1974 xvii) The Noise Pollution (Regulation & Control) Rules. 1923 along with allied Rules i) The contractor shall ensure that all his employees / workmen are covered under ‘Workmen Compensation Act’ and shall pay compensation to his workmen as and when the eventuality tor the same arises. Central Ground Water Board. Factories Rules. Storage & Import of Hazardous Chemicals Rules. 2005 iii) Factories Act.CHAPTER 8. along with the Explosives substance Act 1908 and the Explosives Rules 1983 ix) The (Indian) Boilers Act. 1970 and Rules 1971 xiii) Child Labour (Prohibitions & Regulations) Act. there is nothing in those to exempt the contractor from the purview of any other Act or Rule in Republic of India for the safety of men and materials. v) Indian Road Congress Code IRC: SP: 55-2001 ‘Guidelines on Safety In Road Construction Zones. Act January 1997 xxi) Manufacture. 1981 xvi) Water (Prevention and Control of Pollution) Act. 1948 and Rules 1950 xii) Contract Labour Act. 1989 xxiii) Hazardous Waste Management Rules 1989 (as amended in 1999) xxiv) Fly ash utilization notification. iv) Motor Vehicles Act as amended in 1994 and The Central Motor Vehicles Rules. 2000 xviii) Notification on Control of Noise from Diesel Generator (DG) sets. 1998 xx) Notification. 1948. 1989 xxii) The Hazardous Waste (Management & Handling) Rules. If the requirements stated in this document are less stringent than or in conflict . 1986 and Rules 1950 xiv) Environment Protection Act. 2003 viii) Indian Explosives Act. with the country's applicable legislation. the latter shall apply. . 1 The works should be undertaken in accordance with the applicable international guidelines. : Environmental Management Systems. the Employer at the cost ot the contractor shall do the same.1 International Standards. . In case ot tailure on the part ot the contractor. 3. Towards this. the contractor shall undertake the required steps including appointment of ISO consultant for obtaining the certification on Occupational Health and Safety Management System and Environment Management System. Guidelines & ISO Certifications 3.2 The process of certification shall start immediately after the award of the work and complete within reasonable time. standards and specifications on SHE and every contract shall aim to achieve ISO certifications listed below during the currency of the contract: OHSAS 18001-1999 ISO 14001-2004 : Occupational Health and Safety Management System.3.1.1.