0 0 0 * Punjab State Road Sector Project 0 0 Consultancy Services for Project Preparatory Studies * for Package III (Phase I) 0 * Final Design Report JAMMU A KASHMIR 370 0 VOL. 12 0 PAKISTAN , - GURDASFI'R H ' HIMACHAL -. r. ~-. ; PRADESH -A. ( SAR . 8 - * , -Z IIA T 2 - '( * N (93 ' S 8 MA _JfA RAJASTHAN H 0 LUDHIANA-SALERKOTLA X .- - ; * Environment Management Plan ; * Volume V (Part B) July 2006 BCEOM BCEOM SOCIETE FRANCAISE D'INGENIERIE JV AARVEE ASSOCIATES . .. -In assocation with BCEOM INDi A PRIVATE LIMITED and MDP CON SULTANTS S41, Panchsheel Park, New Delhi - 110017 * oueV(atB S S S S S S S S S S S S S S S S 0 0 S S S S S 0 TABLE OF CONTENTS S S S S S Puujab Sac R,u,i,l Secui Pi, uje.; LiP (L L DliJA: i A-Jl4LERU0TL.Ai Ju/v 2006 Environmental Management Plan Table of Contents Sl.No Description Page No. I INTRODUCTION 1 1.1 Project Description I 1.2 Project Interventions 3 1.2.1 Proposed Improvements of the project road 3 1.2.2 Details of Bridges and proposed improvements 4 1.3 Environmental Impact Assessment 4 1.4 Environmental Management Plan 4 1.4.1 Scope 4 1.4.2 Objectives Of The EMP 5 1.4.3 Meeting The EMP Objectives 5 1.5 Clearances Required For The Project 6 2 BASELINE AND IMPACT SUMMARY 8 2.1 Physical Environment 8 2.1.1 Water Quality 8 2.1.2 Air Quality 8 2.1.3 Noise Levels 8 2.2 Natural Environment 9 2.3 Socio cultural Environment 9 3 MITIGATION AND MANAGEMENT MEASURES 11 3.1 Pre-Construction Stage 11 3.1.1 Pre-Construction Activities by PRBDB / Construction Supervision Consultant 11 3.1.2 Pre-Construction Activities by Contractor 11 3.2 Construction Stage 11 3.2.1 Construction Activities by The Contractor 11 3.2.2 Construction Activities by The PRBDB/ Construction Supervision Consultants 12 3.3 Operational Stage 12 4 4 ENHANCEMENT MEASURES 39 4.1 Objective 39 4.2 Methodology 39 4.3 Enhancement of Wastewater Ponds 40 4.4 Enhancement of Religious Structures 40 4.5 Enhancement of Educational Institutes 40 5 MONITORING PROGRAM 42 5.1 Environmental Monitoring Plan 42 5.1.1 Performance Indicators 42 5.1.2 Monitoring parameters and standards 44 5.1.3 Monitoring plans for Environment conditions 44 6 INSTITUTIONAL ARRANGEMENTS 48 6.1 Integration of EMP With The Project 48 6.2 Training 50 7 BUDGETARY PROVISIONS 52 List of Tables Table 1.1 Details of Project Roads Table 1.2 Details of Proposed Cross Sections Table 1.3 Details of Bridges and Proposed improvements Table 1.4 Clearances required for the project Table 2.1 Impact Summary Table 2.2 Impact Matrix Volume 5B Page i Pinjab3 Siai,e R id.1 SeLlo, Pi ujeLl L.1IIP (LLEDl4l-i.\A-.1/ILERKOTL.4) JiJi 2006 Table 3.1 Environmental Management Measures Table 3.2 Environmental Management Measures (Bridges) Table 4.1 Summary of Enhancement locations Table 5.1 Performance Indicators and Management plans Table 5.2 Environmental Monitoring Plan Table 5.3 Environmental Monitoring Locations Table 5.4 Desired Monitoring and Reporting process and responsibilities Table 6.1 Training Module Table 7.1 Environmental Budget (Part A) Table 7.2 Environmental Budget (Part B) List of Figures Fig 1.1 Project Location Map Fig 7.1 Organisation setup for the implementation of EMP List of Annexure Annex 1. I Typical Cross sections Annex 2.1 Details of affected open wells, Hand pumps/ tube wells, waste water ponds and schools Annex 2.2 Detail of the Trees to be cut Annex 2.3 Details of affected Religious structures Annex 3.1 Locations of Soil Borrow Areas for Earth Work Annex 3.2 Source of Aggregates and Lead Distance Annex 3.3 Summary and details of cross drainage structures Annex 3.4 Details of proposed Lined Drains at Urban Locations Annex 3.5 Design and locations of Silt fencing Annex 3.6 Design of Oil Interceptor and Combined oil and sedimentation chamber Annex 3.7 Design and location of Noise Barriers Annex 3.8 locations and schematic diagram of traffic calming measures Annex 4.1 Enhancement Site details Annex 4.2 Conceptual drawings of Enhancement Sites Annex 5.1 National Standards of Air Annex 5.2 National Standards of Noise Annex 5.3 National Standards of Water Annex 5.4 Good practices in traffic control List of Guidelines Guideline I Guidelines for Arrangement with Forest Department Guideline 2 Generic Guidelines for Environmental Friendly Construction Methodology Guideline 3 Guidelines for Borrow Areas Management Guideline 4 Guidelines for Siting and Layout of Construction Camp Guideline 5 Guidelines for Site Clearance Guideline 6 Guidelines for Disposal Site Management Guideline 7 Guidelines for Traffic Management during Construction Guideline 8 Guidelines for Soil Erosion and Sedimentation Control Guideline 9 Guidelines for Workers Safety in Common Operation and during constructions Guideline 10 Guidelines for Median Plantation and Grass Turfing Guideline 11 Guidelines for Quarry materials Guideline 12 Guidelines for the Storage, Handling use and Emergency Response for Hazardous Chemicals Volume 5B Page ii Psmji,b Sliac Road Seaw Pi oju*l E.1P (LCDIII.4,AN4-l-I4LERACKTL,i) Ji 2006 List of Formats for Monitoring P1: Identification of Disposal Site Locations PI: Identification of Disposal Site Locations P2: Setting-Up Construction Camp And Storage Area P3: Establishment of Borrow Areas P4: Establishment of Hot Mix Plant / Batch Mix Plant P5: Road Safety Reporting Formats P6: Temporary Acquisition of Land Reporting By Contractor to CMU (Prbdb) P7: Pollution Monitoring P8: Tree cutting/Stump Removal P9: Identification of Source of Water For Construction Cl: Details of Earthwork C2: Details of Hot Mix Plant C3: Details of Land Fill Operations C4: Details of Machinery In Operation C5: Redevelopment of Borrow Areas C6: Safety Check List C7: Accident Report C8: Pollution Monitoring C9: Enhancement Measures CIO: Restoration of Construction Sites 01: Pollution Monitoring 02: Cleaning of Culvert Openings And Longitudinal Drains Cmu 1: Format For Keeping Records of Consent Obtained By Contractor Cmu 2: Checklist of Environmental Insepction Cmu3: Summary Sheet Volume SB Page iii 0 0 a 0 0 0 0 0 * ETO :ITOUTO 0 0 0 0 0 Pulij(tb State Road Sector Project EMP (LATDHlN4.-Af1LERKOTl1) July 2(006 * 1 INTRODUCTION The Government of India has requested the assistance of the World Bank for upgrading and rehabilitation of State Highways, Major District Roads and Other District Roads in the State of * Punjab. The Punjab Roads & Bridges Development Board (PRBDB) will be the executing agency for the Project. A Strategic Option Study (SOS), carried out for the Public Works Department (PWD), has prioritised road sections for improvement from the 1698 km of State Highways (SH), Major * District Roads (MDR) and Other District Roads (ODR). The major criteria used for selection in SOS are restricted carriageway width and /or pavement conditions which result in capacity constraints for the high volumes of traffic carried by the roads, and also consider the connectivity of the roads. * Technical and Economic feasibility studies for the Punjab State Road Project have been undertaken separately. The Govemment of Punjab has selected the roads for Phase-I which total approximately 367km (comprising approx 252 km roads for rehabilitation and another 115 km for upgrading works). 1.1 PROJECT DESCRIPTION * The detailed engineering study has been completed for the up-grading works on 115 km roads and * this Environmental Management Plan has been prepared as part of the bidding documents. Details of the project roads selected for upgrading under package III of Phase I are presented in Table 1.1 and * the location map of the Project road is presented in Figure 1.1. * Table 1.1: Details of the Project Roads * S No. Name of the Road Section District Length in km 1 Patiala - Sirhind, MDR-331 Fategarhsahib/Patiala 30 * Kharar - Landran - NH-64 (Banur), ODR 4 Ropar 2 NH-64 (Banur) - Tepla/Rajgarh, ODR 18 Patiala 39 * Phillaur - Nagar (Crossing of Mukundpur-Apra 3 Road), ODR 5 Jalandhar 6 4 Ludhiana - Ahmedgarh - Malerkotla, SH-I I Ludhiana/Sangrur 40 km * Total 115 km d This Environmental Management Plan (EMP) pertains to Ludhiana - Malerkotla Section. The 40 km Ludhiana - Malerkotla Section of the roads consist of following links L Ludhiana- Ahmedgarh 20 km Ahmedgarh-Malerkotla 20 km - Volue 5BPage I of SS 0 - Volume 5B Pg f5 Pun jab State Road Sector Project EJIP (LUJDH.4N4-I1-ff4IERKOT1L.4) Juli 2006 Punjab State Road Sector Project Consultancy Services for Project Preparatory Studies for Package 3 (Phase I) N JAINMU AND KASHMIR 0X PAKISTAN CURDASPUR HIMACHAL / . F NPRADESH r 'T TI:1K PAKISTAN r . 4ALANDII R II- I LEL IA , -.P''~' - P F F1 # U .~ J > > MOGA -IGARH FARIDKOT - L. '. PA LA FIROZPUR .. SANGR N ' KIIITAR *K-"._BATHINDA TLU5l *.#?-P IAI !3 53) wJ M ANS A<,G RAJASTHANi E,~ % rs - . 8 (HARYANA Legend:- Nabonal Highway Stat. Highway OtherRoads -- - Intenational Bundarty Project Roads - under Upgradation for Phase-I (115 kan) State Boundary Roads under Rehabilitation for Phase-l (254 kin) DistricBoundary F ig I.1 Railway Line River Project Location Map Volume 5B Page 2 of 55 Punjab Sterte RoadS ector Project EMP (LUDHINA-3414IERKOTLA) Julr 2006 1.2 PROJECT INTERVENTIONS The full description of the design is given in the Final Design Report (Volume I) and should be read in conjunction with the Drawings (Volume IV). Details of the proposed improvements and cross sections are presented in Table 1.2 and the Typical Cross Sections are presented in Annexure-1.1 Table 1.2: Details of the proposed cross sections S. Applicable Type of Cross section Reference Remarks No. Chainage (km) 9/150 to 13/000 Type 1: 2 lane 7.25m (4 lane) divided 13/750 to 14/925 Carriageway with 1.5m median, 1.5m 15/300 to 19/300 paved shoulder and Im earth shoulder on 20/600 to 23/800 each side and side drains 1 24/300 to 24/675 Drg. No I 27/275 to 28/200 PSRSP/LM/TC-01 3 1/000 to 34/750 36/500 to 37/900 38/400 to 39/300 41/600 to 43/100 Widening of 14/925 to 15/300 Type 2: As above but side drain is Two Lane road 23/800 to 24/300 replaced by a 1.5m flush covered drain Drg.No to divided dual 2 28/200 to 3 1/000 for restricted ROW rural sections PSRSP/LM/TC-02 cagfiageway 35/800 to 36/500 configuration 39/200 to 41/600 5/900 to 6/800 Type 3: As type I but earth shoulder and 13/000 to 13/750 side drain is replaced by a 1.5m raised Drg N 3 19/300 to 20/600 covered drain for restricted ROW urban DRg. No 34/750 to 35/800 sections PSRSP/LM/TC-03 37/900 to 38/400 43/100 to 45/500 Type 4: As Type 3 but no paved shoulder Drg. No 4 but sidewalk for very restricted ROW PSRSP/LM/TC-04 urban sections 6/800 to 9/150 Type 5: As type I but with a 3.5m median Drg. No Bypass/New 5 24/675 to 27/275 for bypasses PSRSP/LM/TC-05 Alignment Through existing Type 6: Rehabilitating the existing Gill and Pohir 6 villages in pavement to improve the surface quality, Drg. No Existing road bypasses locations closed drain plus sidewalks stretches 1.2.1 Proposed Improvements of the project road A summary of the proposed improvements is presented below * Widening of existing carriageway from 2 lane to 4 lane * Changes of the vertical and horizontal alignment Provision of two new bypasses Construction of new two lane bridges and culverts Providing Profile corrective course Construction of closed concrete drains in urban areas and earthen drains in rural areas Reconstruction of damaged culverts Junction improvements Reconstruction of some sections, which are considered weak and/ low lying > Overlaying of sections where the present road condition is good Volume 5B Page 3 of 55 f Punj(ob State Road Sector Project EMP (IJUDHt4.HVA-A4I.ERKOTLA) July 2006 A < Provision of road signs and markings for additional safety and convenience to the road users Provision of Bus bays, pedestrian crossings and traffic calming measures in the main villages 1.2.2 Details of bridges and proposed improvements * Table 1.3: Details of Bridges and proposed improvements Width of Existing Bridge Width of proposed Si. Chiae Before After Widening /additional / New No Chainage Improvement Improvement Additional / New Bridge/ widening (n) 1 15+600 11 11 Additional 9.75 * 2 16+300 13 20 Widening 7 3 26+000 8.4 9.75 Additional 9.75 * 4 29+750 To be dismantled New_ 2x9.75 1.3 ENVIRONMENTAL IMPACT ASSESSMENT The detailed design of the project has been closely coordinated with the preparation of the Rese1lement Action Plan (RAP, see Volume VI), Environmental Impact Assessment (EIA, see Volume V) and Environmental Management Plan (EMP). The EIA preparation led to identification of potential environmental impacts and their feasible remedial measures (including avoidance, mitigation and enhancements). Public consultations were conducted for both the Environmental and Social aspects and are reported in the EIA (Volume 5A) and the RAP (Volume VI). Based on these findings * this EMP has been prepared for the implementation and will form the part of the Contract document * between the Construction Contractor and PRBDB. It also defines the parallel activities that are required to be carried out by the PRBDB and the Construction Supervision Consultant (CSC). This project has been classified as Category 'A' and in accordance with the requirements of the World * Bank, Environmental Assessment and Environmental Management Plan has been carried out. The main consequent actions that are required to mitigate negative impacts and monitor the measures taken are given in the following sections. * 1.4 ENVIRONMENTAL MANAGEMENT PLAN * 1.4.1 Scope Based on the environmental impacts predicted, EMPs, separate for each of the construction contract packages has been prepared and incorporated in the bidding/contract documents. The EMP has been * prepared as per the requirements of World Bank OP 4.01- Annex C; and along with the chainages. * The Environmental Management Plan (EMP) consists of the set of mitigation, monitoring and institutional measures to be taken during pre-construction, construction and operation stages of the project to eliminate/reduce adverse environmental impacts. The plan also includes the actions, needed for the implementation of these measures. The major components of the Environmental Management Plan are: * . Mitigation of potentially adverse impacts; * Environment Enhancement Measures . Monitoring during project implementation and operations; Volume 5B Page 4 of 55 LO Punjab Sette Road Sector Project EMfP (LUDHl4N4.-ILERK'OTL4) Jul) 2006 a Institutional Capacity Building and Training; Implementation Schedule * Integration of EMP with Project planning, design, construction and operation. . Environmental Budget 1.4.2 Objectives of the EMP The main aim of the Environmental Management Plan is to ensure that the various adverse impacts associated with the project are properly mitigated. The objectives of the EMP are as follows. Design Stage To have minimum impact on roadside trees, forests and ground cover; * To provide maximum safety to the highway user and road side communities as well as segregation of local and slow moving traffic in the congested areas, by preparing road designs to meet these needs; To develop a design that incorporates environmental safeguards and * To define mitigating measures that effectively reduce all expected environmental degradation to an acceptable level. Construction Stage To prevent and reduce the negative environmental impacts of the project by implementable, economically feasible mitigation measures, to be carried out by the Contractor. To ensure that the provisions of the EMP are strictly followed and implemented by strengthening implementation arrangements. Operation Stage * To prevent deterioration of environment components of air, water, soil, noise etc; * To improve the safety of the highway users and road side communities 1.4.3 Meeting the EMP Objectives The following commitments are important to effectively implement the EMP and have been adopted to address the various objectives of the EMP. a) Commitment to address environmental health, safety and social impacts To improve the environmental conditions, including areas such as environmental and social impacts, measures have been included as part of the EMP. b) Commitment for constant dialogue with the public and interested stakeholders The community consultation process was carried out right from the inception stage of the project. Continuous dialogue with local inhabitants and stakeholders including public agencies has been established on various environmental issues to obtain their feedback. Consultation would continue throughout the implementation stage of project. c) Commitment related to training For the effective implementation of the EMP measures proposed, sustainable institutional arrangements have been proposed. To educate and train the PIU, the personnel of the Volume SB Page 5 of 55 0 Punjab State Road Sector Project E11P (LUDHIANI-MALERKOTIA) lull' 2006 0 Construction Supervision Consultants and the Contractor, an extensive training schedule has * been worked out as part of the EMP. The training programme will be implemented as per the * schedule proposed. d) Commitment to meet legal requirements The legal clearance and permits those are necessary or mandatory for the commencement of the project will be met. The conditions stipulated by the various statutory authorities such as * the Punjab State Pollution Control Board, State Forest Department, Ministry of Environmental and Forest (MoEF), etc. will be complied with. 1.5 CLEARANCES REQUIRED FOR THE PROJECT * The various Clearances required for highway project and their applicability viz this project is given in * Table 1.4. 0 0 - 0 0 0 : - . 0 0* 0* 0 0 0 oueS Pg f5 0 0 Punjab State Road Sector Project EMP (LUDHIANA-MALERKOTLA) JuAt 2006 Table 1.4: Clearances Required for the Project Applicability to the Time Required Responsibility Si. No. Clearances Acts Approving Agency Projet __ __ _ __ __ _ __ __ _ __ __ _ __ _ _ __ __ _ __ __ _ __ __ _ __ __ _ __ EFxecutinn Supervision PROJECT PREPARATION STAGE No Objection Certificate Water (Prevention and Contiol of Punjab Pollution Control Board Pollution) Act 1974, 3 3 months "EO PRBDB' Project Director Air (Prevention and Control of PRBDB Pollution) Act 1981 2 Environment Clearance Environment Protection Act 1986 Ministry of Environment and Forest Newx Wild Life Clearance Wild Life Act 1972 Hon'ble Supreme Court n DivCTsion of forest land and Permission for Forest Conservation Act (1980) Regional Office MoEF 6 monthsEO PRBDB" BDB- I felling of trees Chandigarh PRBDB PROJECT IMPLEMENTATION STAGE Permission for Withdrawl of Ground Water Environment Protection Act 1986 Central Ground Water Board 2 months CONTRACTOR CMU (PRBDB) 6 Permission for Withdrawl of Surface Water Irrigation Authonties for use of water from To the Extent Possible from River/ Irrigation Canals Irrigation Canal. Ground Water will be River Board / Authorities for withdrawal of used, However where water from Rivers unavoidable after 2 months CONTRACTOR CMU (PRBDB) taking consent from CMU (PRBDB) Surface water may be used 7 NOC from Archaeological Survey of India The Ancient NMonument and Department of Archaeology Govt. of Archaeological sites and Remains Act Punjab x 2 months 1958. 8 Permission for Sand Mining from river bed Punjab Mines and Minerals River Board Authorities/ Department of - CONTRACTOR CMU (PRBDB) I Concession Rules 1969 Mining Govt. of Punjab 9 Permission for Opening of New Quarry Punjab Mines and Minerals Depanment of Mining Govt. of Punjab / - CONTRACTOR CMU (PRBDB) Concession Rules 1969 Punjab Pollution Control Board 10 Hot mix plant, Crushers, Cement Batching Air (Preventon and Control of Punjab Pollution Control Board 1 3 months CONTRACTOR CMU (PRBDB) Plant Pollution) Act 1981 l l Storage of Hazardous Chemicals Hazardous Waste (Management and Punjab Pollution Control Board Handling) Rules 1989 and Manufacturing Storage and Import of 1 3 months CONTRACTOR CMU (PRBDB) Hazardous Chemicals Rules 1989 12 Disposal of Hazardous Waste Hazardous Waste (Management and Punjab Pollution Control Board 1 2 months CONTRACTOR CMU (PRBDB) Handling) Rules 1989 13 Disposal of Construction Waste and liquid Water (Prevention and Control of Punjab Pollution Control Board effluent from Labor camps Pollution) 1 2 months CONTRACTOR CMU (PRBDB) Act 1974 15 Pollution Under Control Cenlificate Central Motor and Vehicle Act 1988 Department of Transport, Govt. of Punjab 2 months CONTRACTOR CMU (PRBDB) Employing Labour Executing Agency of Building and District Labour Commissioner I week CONTRACTOR CMU (PRBDB) other construction act, 1996 1 1 17 Registration of Workers V CONTRACTOR CMNU (PRBDB) Volume 5B Page 7 of 5 5 I. 0 0 S 0 S 0 0 S S S S S S S S S S S S S S S 0 SE CTION 2. BA SELINE A ND IMPA CT S UMMAR Y S S S S S S Pitnjab State Road Sector Project EMP (LtDHIHI.1VA - AIALERKOTL1) July 2006 2. BASELINE AND IMPACT SUMMARY This chapter presents physical, Natural and Socio-cultural environmental baseline and impact summary for Ludhiana - Malerkotla road. Key environmental impacts are summarised in table 2.1. Environmental impact matrix is also presented in table 2.2. 2.1 PHYSICAL ENVIRONMENT The project corridor traverses mainly through plain tracts of land. The entire stretch runs through fertile Mor along t9e noad * Total cutting of 9,365 nos. of Tree agriculture land and plantation along the project road . Inadequate Drainage areas. The following impacts are likely on the physical . Higher Noise Level with the setting along the corridor: permissible limit * Road safety * Loss of productive lands in the direct impact . Loss of hand pumps zone; Inappropriate disposal of wastes from the site; * Indirect impacts at quarry and borrow area locations during and after the period of construction; * Erosion of the soil from the embankment 1; and 0 Impedance to drainage and water logging due to rising of embankment. 2.1.1 Water Quality There exists 4 minor bridges and 46 culverts along the project road. Construction of new structures when the channel is flowing may lead to drainage disruption through haphazard dumping of construction materials and wastes. Roadside storage of construction materials too might lead to disruption in longitudinal drainage. Surface and ground water samples were monitored along the road and analysed results found all parameters within the permissible limits prescribed by CPCB. Proposed up-gradation work in the project would relocate 90 nos. of hand pumps/tube wells (refer Annexure 2.1). 2.1.2 Air Quality Air quality monitoring along the project corridor revealed that all monitored pollutant concentrations were found to be well within the 24-hourly NAAQ Standard for Residential, Rural and other areas. Impacts on air quality during construction stage are due to operation of construction yards, material transport on trucks and fugitive emissions from the construction sites. Measures required for avoiding the air quality impacts are presented in the Table 3. 1, Environmental Management Plan. 2.1.3 Noise Levels Ambient noise level monitoring along the project corridor at five locations revealed that noise level at all the locations was found to be higher than permissible limit as stipulated by Central Pollution Control Board. Higher noise level may be due to traffic congestion and slow movement of the vehicles along the road. Though the noise levels for the construction activities far exceed the permissible standards, it is important to note that the construction noise is generally intermittent and depends on the type of operation, location and function of the equipment. Proper mitigation measures Volume SB Page 8 of55 Punjab State Road Sector Project ElAP (ILUDHI4NA - M4LERKOTA4) Jluir 200J6 like regulation of timings of construction, employing noise protection measures, noise barrier etc., need to be worked out. 2.2 NATURAL ENVIRONMENTAL No eco-sensitive area is present within the project influence area. Roadside trees are declared as Protected Forest in Punjab. Total 14,190 numbers of trees are exist in the 72.27 ha roadside protected forest area. Proposed improvement of the road will cause cutting of total 9365 nos. of trees and diversion of 51.4 ha. forest area. Species and girth wise details of trees to be felled is given in Annexure 2.2. Felling of these trees and diversion of forest land would be required forest clearance from MoEF Regional office as per the Forest Conservation Act, 1980. 2.3 SOCIO-CULTURAL ENVIRONMENT The project corridor is passing through 15 nos. of settlements. There are 31 religious structures, 17 Educational Institution and 7 hospitals along the road. Total 2 nos. of religious properties would be relocated due to proposed project. Details are given in Annexure 2.3 Table 2.1: Impact Summary S.No I Parameter Ludhiana-Malerkotla Negative Impacts I Hand Pumps/Tube wells Relocation (Nos.) 90 2 Pond Area (sq.m) 2,190 3 Relocation of Relegeous properties 2 4 Transfer of Agricultural land (ha.) 25.57 5 Borrow Earth (Cum) 630,000 6 Quary Material (Cum) 621,000 7 Water (cu.m) 123,120 8 Nos of trees to be felled 9,365 Positive Impacts I Enhancement sites A Cultural/Religious Properties 3 B Surface water body 7 C Educational Institute 2 D Safe Access to educational institution 17 E Enhancement of Bus bays 18 F Rotory Junctions 4 G Village gates 2 H Sitting Arrangement 6 I Vegetative Screen Barrier 4 J Tree Saving (Nos.) 4,825 K Waste Reuse (cum) 262,035 2 Proposed Plantation 18.730 Road safety Measures A Major junction improvement (nos.) B Proposal for Rotary Junctions (nos.) 4 C Intersections / Access improvement (nos.) 59 D Bus Bays (nos.) 18 E Pedestrian Crossing (locations) 29 F Street lighting (locations) 12 G Signage boards (nos.) 229 H Side walk (locations) 14 I Traffic calming measures (locations) 7 J Lined Drain (length in Km) 6.9 K Four lane sections (length in Kin) 40.0 L Crash Barriers / Gaurdrail(locations) 10 M Crash Barriers / Gaurdrail(length in m) 3,725 Volume 5B Page 9 of55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Jiul 2006 Table 2.2: Impacts Matrix Si. Activity Magnitude Reversible Ireversible Nature [ Positive Negative Direct Indirect NO. for Ludhiana Long Term ShortTerm Malarkotlal PRE CONSTRUCTION I Land Acquistion High 2 Relocation of Common Utilities and Common Property Resources Medium V 3 Construction Camps and Storage Areas Medium v 4 Disposal Locations Medium 5 Borrow Areas Meim 6 1 Quarries Medium 7 Hot Mix / Cement Batching Plant Medium. 8 Temporary arrangement of land for contstruction purpose Low 9 Arrangement for Construction Water ILow vv 10 Arrangement of Labor Medium CONSTRUCTION PHASE I Clearing of Site Low 2 Felling of Trees High 3 Disposal of Debris Low 4 Stripping, Stacking and Preservation of Top Soil Low 5 Borrow Areas operation Medium 6 Quarry Area Operation Medium 7 Traffic Management During Construction Medium 8 Operation of Hot Mix Plant/ Cement Batching Plant MediumV 9 Labor Camp Low 10 Construction of Road Low 11 Maintenance of Cross Drainage and Longitudinal Drains Low 1 2 Use of Construction Water Low 13 Rehabilitation of Borrow Areas/ Quarry/ Disposal location Medium 14 Clean up Operation, Restoration and Rehabilitation of Sites Medium 15 Plantation Medium Note: C ration of Low Medium High has been done on recommendation of CES Screening Report Volume CB Pcge 10 of 55 ~- 0 S 0 0 0 S 0 S S S S S S S S S S S S S S S S S S S S S S * SECTION 3: MITIGA TION AND MANA GEMENT * MEASURES S S 0 0 - Punijab State Road Sector Project EMP (1ALDH4 N4-ff4LERKOTL.4) July 2006 3 MITIGATION AND MANAGEMENT MEASURES Details of various mitigation measures to be implemented during pre construction, construction and operation stage are presented in Table 3.1. The table also gives the details of those responsible for the implementation, supervision and monitoring of the project. Details of the monitoring programme is given in section 5. 3.1 PRE-CONSTRUCTION STAGE 3.1.1 Pre-construction activities by PRBDB / Construction Supervision Consultant Prior to the contractor mobilization, the PRBDB will ensure that an encumbrance free Corridor of Impact is handed over to enable the start of construction. Clearance involves the following activities: * Removal and felling of trees. * Relocation of common property resources and community assets like telephone poles, electric poles and hand pumps. * Formal arrangements for maintenance of enhancement sites. This includes plantation of trees and barricades along the road. * Modification (if any), of the contract documents by the Engineer of the Construction Supervision Consultant. 3.1.2 Pre-construction activities by Contractor * Pre-construction stage involves mobilisation of the contractor and the activities undertaken by the contractor pertaining to the planning of logistics and site preparation necessary for commencing construction activities. The activities include: * Joint field verification of EMP by the Environment Specialist of the Constuction Supervision Consultant and Contractor. * Identification and selection of material sources (quarry and borrow material, water, sand etc). * Procurement of construction equipment / machinery such as crushers, hot mix plants, batching plants and other construction equipment and machinery. * Selection, design and layout of construction areas, hot mix and batching plants, labour camps etc. * Apply for and obtain all the necessary clearances from the agencies concerned. * Planning traffic diversions and detours including arrangements for temporary land. 3.2 CONSTRUCTION STAGE 3.2.1 Construction activities by the Contractor Construction stage is the most crucial stage in terms of activities that require careful management to avoid environmental impacts. Volume SB Page 11 of55 Punjijb State Road Sector Project EI1JP (1 tUDHl4N4-.f4MLFRKOTLA) J/il' 2006 There are several other environmental issues that have been addressed as part of good engineering practices, the costs for which has been accounted for in the Engineering Costs. They include providing roadside drainage, provision of cross drainage structures etc. 3.2.2 Construction activities by the PRBDB/ Construction Supervision Consultants The PRBDB/ Construction Supervision Consultant shall be involved in the smooth execution of the project and assisting the contractor during this phase. Their work shall include but not limited to: * Monitoring and guiding the contractor on adopting good environmental and engineering practices. Arrangement of plantation through the Forest Department Arranging training to the contractor and other stakeholders according to the needs arising. 3.3 OPERATIONAL STAGE The operational stage involves the following activities by PRBDB: * Monitoring of environmental conditions through approved monitoring agency. * Monitoring of operational performance of the various mitigation/enhancement measures carried out. Volume SB Page 12 of 55 S Punjab State Road Sector Project EMP t'LUIJHIA.V.1-AI4LERKOTL.4) laO' 2006 0 S 0 0 S S S S S S S S S 5 Part A: Environmental Management Measures S S S S S S S S S S S S S S S S S S Volume SB Page 13 of55 S S S Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Julh- 2006 Table 3.1: Environmental Management Measures Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and T Supervision/ Execution Mlonitoring PRE-CONSTRULCTION STAGE Pre-construction activities by CMUI, Punjab Roads and Bridges Development Board Lad The acquisition of land and private properties will be carried out in accordance with the PRBDB, P I an RAP and entitlement framework of the Project. LA Act 1984 and Revenue Dept, (If required) PRBDB has to ascertain that acquisition of land in the post design phase are addressed and PRBDB Collaborating integrated into the EMP and relevant contract documents. Agencies Clearance of Advance notice, as per RAP shall be given to the encroachers & squatters present in the PRBDB and Encroachment! Corridor of Impact, who need to be relocated. All R&R activities will be undertaken. RAP documents Revenue PRBDBa . (change in land Entitlements as per PRBDB entitlement framework will be completed before construction Authority use) starts. MoRTH 201.6 Contractor/ Trees will be removed from the Corridor of Impact before the actual commencement of the Guideline-I Agency eRgaged work with the clearance from the state MoEF, Regional Office. As part of this project total (Guidelines for byPRBDB 9365 nos. of trees will be removed. Tree cutting is to proceed only after all the legal with Forest CSC and! P.3 Tree Cutting requirements including attaining of In-principle and Formal Clearances from the Forest with enorPRBiDB Dept./MoEF and subsequently a written order is issued to the Contractor. Annex 2.2 Stacking, transport and storage of the wood will be done as per the relevant norms. provided in end of tireort) No tree will be cut beyond the proposed toe line. All efforts will be made to preserve trees including evaluation of minor design adjustments/alternatives to save trees. Specific attention will be given for protecting giant trees, green tunnels and locally important trees Clause No. Preservation of (religiously important etc.). 201.2 MORT&H PRBDB, Forest CSC and PA Trees Particular species declared as 'protected' by the State's Forest Dept. in the private land Specifications Department, PRBDB will be felled only after due clearance from the Forest Dept./ concerned agencies is for Road and Contractor obtained. Bridge works In the event of design changes, additional assessments including the possibility to save trees shall be made. Relocation of CoUlmunity All community utilities and properties i.e., hand pumps, open wells, water supply lines, RAP document PRBDB other P.5 Common sewer lines, telephone cables, buildings and health centers will be relocated before (Annex 2.1) Agencies and / PRBDB Property construction starts in the project road. Contractor Resources Relocation of Religious property resources such as shrines, temples and mosques will be relocated Annex 2.3 PRBDB, P.6 affected Cultural beyond the toe line. Annex CSC/PRBDB and Religious If there is any relocation of the religious structures may happen then it will be identified in Contractor VolumeSB Page 14 of 55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) July 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution Monitoring Properties accordance with the choice of the community. PRBDB in consultation with local people will finalize those. The entire process (i.e. selection of relocation sites and designs) will be under supervision of Environmental Specialist of CSC, during the construction stage by the Contractor. The relocation will be completed before the construction starts in these sites. Orientation of The PRBDB shall organize orientation sessions and regular training sessions during all P.7 Implementing stages of the Project. This shall include on-site training (general as well as in the specific Refer Table 6.1 Contactor. CSC PRBDB Agency and context of a sub-project). These sessions shall involve all staff of PRBDB involved in the of this report and PRBDB Contractors implementation of EMP, Environmental Specialists of CSC and Contractors. Pre-construction activities by the Contractor/Environmental Specialist of CSC P.8 Field Verification and Modification of the Contract Documents Joint Field The Environmental Specialist of CSC and the Contractor will carry out joint field Contractor/ P.8.1 Verification verification to ascertain any possibilities of saving trees, environmental and community Specialist ofPRBDB a resources, if these activities are to be taken up by the construction Contractor. CSC Assessment of Impacts due to The Environmental Specialist of CSC will assess impacts and revise/modify the EMP and Contractor/ P.8.2 Changes/Revisio other required sections of the project document/s in the event of changes/revisions Environmental PRBDB ns/Additions in (including addition or deletion) in the project's scope of work. CSC the Project Work All construction plants will be sited sufficiently away from settlements and agricultural MoRTH 111.1, operations or any commercial establishments. Such plants will be located at least 100 m Air Pollution away from the nearest dwelling preferably in the downwind direction. Control Act, and The Contractor shall submit a detailed lay-out plan for all such sites and approval of Noise Rules mix plants and Environmental Specialist of CSC shall be necessary prior to the establishment. Guideline-2 Environmental P.8.3 Batching Plants Arrangements to control dust pollution through provision of wind screens, water sprinklers, (Generic nvista PRBDB Location and dust extraction systems will have to be provided at all such sites. Guidelines for csC Specifications for crushers, hot mix plants and batching plants will comply with the environmental requirements of the relevant emission control legislations. Consent for the Establishment friendly and Operation from PPCB shall be obtained before establishment and operation construction respectively and a copy should be submitted to the CSC and PRBDB. methodology) All vehicles, equipment and machinery to be procured for construction will confirm to the Air Pollution relevant Bureau of India Standard (BIS) norms. The discharge standards promulgated under Control Actn Other the Environment Protection Act, 1986 and Motor Vehicles Act, 1988 shall be strictly 1981, and Notse Construction c adhered to. Veh Rules and Motor Contractor/ P.8.4 Equipment and The quiet equipment available in the market shall be used in the Project. 1988 Specialist of SC PRBDB Machinery The Contractor shall maintain a record of PUC for all vehicles and machinery used during Guideline-12 Y the contract period which shall be produced EO, PRBDB/ PWD's verification whenever (Guidelines for required. storage handling VolumeSB Page 15 ofI55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Jul' 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision! Execuition Mionitoriing use and Emergency response for Hazardous Chemicals) Finalizing soil borrow areas for borrowing earth and all logistic arrangements as well as compliance to environmental requirements, as applicable, will be the sole responsibility of the Contractor. The Contractor will not start borrowing earth from select borrow area until the formal agreement is signed between land owner and Contractor and a copy is submitted to the CSC. Annex 3.1Cotaor Locations finalized by the Contractor shall be reported to the Environmental Specialist of Guideline-3 Environmientalc P.9.1 Borrow Areas CSC and he will submit the report to PRBDB. Recommended borrow locations are given in (Guidelines for Specialist of PRBDB Annexure3. 1. borrow area CSC Planning of haul roads for accessing borrow areas will be undertaken during this stage. The management) haul roads shall be routed to avoid agricultural areas as far as possible and will use the existing village roads wherever available. The environmental personnel of the CSC will be required to inspect every borrow area location prior to approval. The CSC should include the Request for Inspection form for borrow area approval from the environmental angle. Contractor will finalize the quarry for procurement of construction materials after assessment of the availability of sufficient materials, quality and other logistic Environmental arrangements. MoRTH 1113 Specialist of P.9.2 Quarry In case the contractor decides to use quarries other than recommended by DPR consultant Annex 3.23 Contractor CSC and (Annex 3.2). then the contractor should give substantiation. PRBDB Contractor will also work out haul road network and report to Environmental Specialist of CSC and CSC will inspect. He will inspect and in turn report to PRBDB before approval. The contractor will use ground /surface water as a source of water for the construction and may set up own bore well facility for construction work. Contractor may take surface water from the Irrigation Canal with the written consent from the Irrigation Department. Arrangement for To avoid disruption/disturbance to other water users, the contractor will extract water from Guideline 11 Environmental P.9.3 Construction fixed locations and consult with Environmental Specialist of CSC before finalizing the (Guidelines for Contractor Specialist of locations. . CSC and Water The Contractor will provide a list of locations and type of sources from where water for quarry material) PRBDB construction will be extracted. The contractor will need to comply with the requirements of the State Ground Water Department for the extraction and seek their approval for doing so and submit copies of the permission to CSC and PRBDB. Volume5B Page 16 of55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) JuIi 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution MIonitoring The sand will be procured from Identified sand mines as far as possible. If the Contractor All riverbeds wanted to obtain from source other than listed in EMP, substantiation shall be provided. recomiendeds P.10 Sand The Contractor should obtain copy of the Lease agreement of the supplier and submit to recommended for CSC before procuring the sand. for the project. COPA of Environmental P 11 Labour The contractor preferably will use unskilled labour drawn from local communities to give C oPa Co Specialist of Requirements the maximum benefit to the local community. Contract ontractor CSC and Document PRBDB Construction Siting of the construction camps will be as per the guidelines below and details of layout to Camp Locations be approved by CSC Resident Engineer and environmental specialist. Guideline 4 Environmental Construction camps will not be proposed within 500 m from the nearest settlements to (Guideline for Specialist of P.12 Selection, avoid conflicts and stress over the infrastructure facilities with the local community. siting and layout Contractor CSC and Design and La Location for stockyards for construction materials will be identified at least 1000 m from of construction PRBDB Dsg Y water courses. camp) out The sewage and solid waste for the camp will be designed, built and operated. Arrangements The Contractor as per prevalent rules will carry out negotiations with the landowners for Environmealtal P.13 r Temporary obtaining their consent for temporary use of lands for construction camp /construction/ Contractor Specialist of Requiremend borrow areas etc. PRBD Requirement PRBDB The contractor will organise at least two on site work shops to consult and inform people about his plans covering over all construction schedule, use of local resources such as earth, water and traffic safety plans, disposal of debris, drainage and protection works during construction, pollution abutment and other plans / measures to minimise disruption. Implementation damage and inconvenience to road users and people along the road. The people shall be P.14 information informed about the date, time and venue at least seven days prior to workshop. Public shall Contractor EO, PRBDB workshop be informed about the work shop through display of postals at Permanent public places, punchayat, offices of market committee, notice boards at religious structures and distribution of palmlets along road side communities or any other manner being fit the mechanism and contents for disclosure shall be approved by E.0, PRBDB prior to the work shop. CONSTRtUCTION STAGE Activities to be Carried Out by the Contractor C.I Site Clearance If required, vegetation will be removed from the project road before commencement of MoRTH 201 Environmental C.G. earing a construction. All works will be carried out such that the damage or disruption to flora other Guideline Contractor Specialist of Grubbing than those identified for cutting is minimized. (Guideline for CSC, PRBDB Site Clearance) Volume5B Page 1 7of 55 Punjab State Road Sector Project EMP (LUDHIANA - MA LERKOTLA) Julv 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution Mlonitoring Debris generated due to the dismantling of the existing road will be suitably used in the proposed construction: The scarified bitumen surface will be used in the construction of the shoulders. The Contractor will suitably dispose of unutilized debris materials either through filling up of borrow areas located or will be given to the locals for their private use as the availability of the materials is less due to the flat terrain and agricultural lands subject to the approval MoRTH 202 Environmental Disposal of of the Environmental Specialist of CSC. MoRTH 202 Specialist and Debris from At locations identified for disposal of residual bituminous wastes, dumping will be carried Guideline 6 Resident C.1.2 dismantling out over a 60 mm thick layer of rammed clay so as to eliminate the possibility of leaching (Giudelines Contractor Engieer of structures and of wastes into the ground water. The contractor will ensure that the surface area of such a disposal site CSC. EO. road surface dumping pits is covered with a layer of soil and plantation will be done. management) PRBDB The pre-designed disposal locations will be identified as part of Comprehensive Solid Waste Management Plan to be prepared by the Contractor in consultation with Environmental Specialist of CSC. Debris generated from pile driving or other construction activities shall be disposed such that it does not flow into the surface water bodies or form mud puddles in the area. No debris will be staged on the road or culvert/bridges locations. The pre-identified disposal locations will be part of Comprehensive Waste Disposal Solid MoRTH:202.5 Contractor Environmental Waste Management Plan to be prepared by the Contractor in consultation and with approval Specialist of of Environmental Specialist of CSC. Location of disposal sites will be finalized prior to CSC, PRBDB initiation of the works on any particular section of the road, if disposal is envisaged. The Environmental Specialist of CSC will approve these disposal sites after conducting a MoRTH:301.3.11 joint inspection on the site with the Contractor. Contractor will ensure that any spoils or material unsuitable for embankment fill will not Other be disposed off near any water course or agricultural land. Such spoils from excavation can C.1.3 Construction be used to reclaim borrow pits and low-lying areas located in barren lands along the project Wastes Disposal road (if is so desired by the owner/community and approved by the Environmental Waste Disosal Specialist, CSC ). Non-bituminous wastes will be dumped in borrow pits covered with a layer of the soil to ensue that borrow pit is restored to original use. No new disposal site shall be created as part of the project, except with prior approval of the Environmental Specialist of CSC. All waste materials will be completely disposed and the site will be fully cleaned and certified by Environmental Specialist of CSC before handing over. The contractor at its cost shall resolve any claim, arising out of waste disposal or any non- compliance that may arise on account of lack of action on his part. The top soil from all areas of cutting and all areas to be permanently covered will be MoRTH:301.3.2, Contractor Environmental stripped to a specified depth of 150 mm and stored in stockpiles. A portion of the MoRTH:301.7, Specialist of Stripping, temporarily acquired area and/or Right of Way will be earmarked for storing topsoil. The MoRTH:305.3.3 CSC, PRBDB C.1.4 stocking and locations for stock piling will be pre-identified in consultation and with approval of and preservation of Environmental Specialist of CSC. The following precautionary measures will be taken to MoRTH:305.3.9 top soil preserve them till they are used: Guideline-3 (a) Stockpile will be designed such that the slope does not exceed 1:2 (vertical to (Guidelines for horizontal), and height of the pile is restricted to 2 m. To retain soil and to allow borrow areas VolumeSB Page 18 of55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Jultv 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution Mlonitoring percolation of water, the edges of the pile will be protected by silt fencing. management) (b) Stockpiles will not be surcharged or otherwise loaded and multiple handling will be kept to a minimum to ensure that no compaction will occur. The stockpiles shall be covered with gunny bags or vegetation. (c) It will be ensured by the Contractor that the top soil will not be unnecessarily trafficked either before stripping or when in stockpiles. Such stockpiled topsoil will be utilized for - > Covering all disturbed areas including borrow areas, only in a case where there are to be rehabilitation > Dressing of slopes of road embankment > Agricultural fields of farmers, acquired temporarily land. The contractor will provide safe and convenient passage for vehicles, pedestrians and Contractor Environmental livestock to and from roadsides and property accesses connecting the project road. Specialist of providing temporary connecting road. CSC, PRBDB The contractor will also ensure that the existing accesses will not be undertaken without C.1.5 Accessibility providing adequate provisions. The contractor will take care that the cross roads are constructed in such a sequence that construction work on the adjacent cross roads are taken up one after one so that traffic movement in any given area not get affected much. Temporary diversions will be constructed with the approval of the Resident Engineer and Environmental Specialist of CSC. Detailed Traffic Control Plans will be prepared by the contractor and approved by MoRTH: 112 Environmental Specialist and Resident Engineer of CSC for approval, seven days prior to nd its commencement of works on any section of road. The traffic control plans shall contain andmets details of temporary diversions, traffic safety arrangements for construction under traffic, amendments Environmental Planning for details of traffic arrangement after cessation of work each day, safety measures for night Guideline 7 Specialist and Traffic time traffic and precaution for transportation of hazardous materials and arrangement of traffic Contractor Resident Diversions and flagmen. Engineer ot' Detours The Contractor will ensure that the diversion/detour is always maintained in running management CSC,EO. condition, particularly during the monsoon to avoid disruption to traffic flow. during PRBDB The contractor will also inform local community of changes to traffic routes, conditions construction) and pedestrian access arrangements with assistance from CSC and PRBDB. The temporary traffic detours will be kept free of dust by sprinkling of water three times a day and as required under specific conditions (depending on weather conditions, construction in the settlement areas and volume of traffic). C.2 Procurement of Construction Material No borrow area will be opened without permission of the Environmental Specialist of CSC. MoRTH:305.2 Earth from The location, shape and size of the designated borrow areas will be as approved by the Guideline 3 Environmental C.2.1 Borrow Areas Environmental Specialist of CSC and in accordance to the IRC recommended practice for Guideline 3 for Construction borrow pits for road embankments (IRC 10: 1961). The borrowing operations will be borrow area CSC. PRBDB carried out as specified in the guidelines for siting and operation of borrow areas. borroearea) The unpaved surfaces used for the haulage of borrow materials, if passing through the management) Volume5B Page 19 of 55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) July 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision! Execution Mfonitoring settlement areas or habitations; will be maintained dust free by the Contractor. Sprinkling of water will be carried out twice a day to control dust along such roads during their period of use. During dry seasons (winter and summer) frequency of water sprinkling will be increased in the settlement areas and Environmental Specialist of CSC will decide the sprinkling time depending on the local requirements. Contractor will rehabilitate the borrow areas as soon as borrowing of soil is over from a particular borrow area in accordance with the approved borrow area Redevelopment Plan. Quarry The contractor will obtain boulders from the authorized suppliers only. The Contractor Environmental C.2.2 Operations shall submit copies of the licenses of the authorized supplier to the CSC before procuring MoRTH: 111.3 Contractor Specialist of the materials. CSC. PRBDB Contractor will maintain all roads (existing or built for the project), which are used for Tr transporting construction materials, equipment and machineries as precised. All vehicles ransporting delivering fine materials to the site will be covered to avoid spillage of materials. C.2.3 Materials and All existing highways and roads used by vehicles of the Contractor or any of his sub- Contractor Specialist olf Haul Road contractor or suppliers of materials and similarly roads, which are part of the works, will CSC PRBDB Management be kept clear of all dust/mud or other extraneous materials dropped by such vehicles. Contractor will arrange for regular water sprinkling as necessary for dust suppression of all such roads and surfaces. C.3 Construction Work While working across or close to any perennial water bodies, contractor will not obstruct/ Disruption to prevent the flow of water. MoRTH 3043 Environmental C.3.1 Other Users of Construction over and close to the non-perennial streams shall be undertaken in the dry M .2 Contractor Specialist of Water season. If construction work is expected to disrupt users of community water bodies, notice CSC, PRBDB shall be served well in advance to the affected community. Contractor will ensure that no construction materials like earth, stone, or appendage disposed off in a manner that block the flow of water of any water course and cross drainage channels. MoRTH:305.3.7 Contractor will take all necessary measures to prevent any blockage to the water flow. In MoRTH: 306 Environmental C.3.2 Drainage addition to the design requirements. the contractor will take all required measures as Annex 3.3 Contractor Specialist of directed by the Environmental Specialist of CSC to prevent temporary or permanent Annex 3.4 CSC, PRBDB flooding of the site or any adjacent area. Closed lined are provided in urban locations. Details of proposed Cross drainage structures and lined drains are given in Annex 3.3 & 3.4. The Contractor will not excavate beds of any stream/canals/ any other water body for borrowing earth for embankment construction. MoRTH 306 Siltation of Contractor will construct silt fencing at the base of the embankment construction for the M Environmental C.3.3 Water Bodies entire perimeter of any water body (including wells) adjacent to the project road and Annex 3.5 (Silt Contractor Specialist of and Degradation around the stockpiles at the construction sites close to water bodies. The fencing will be Fencing) CSC, PRBDB of Water Quality provided prior to commencement of earthwork and continue till the stabilization of the embankment slopes, on the particular sub-section of the road. Contractor will ensure that construction materials containing fine particles are stored in an I Volume5B Page 20 of 5 5 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Juai 2006 Sr. Environmental Management Measures Referenec Responsibility No. Issue document Planning and Supervision/ Execution Nionitoring enclosure such that sediment-laden water does not drain into nearby water course. location and design details Silt fencing is given in Annex 3.5. The contractor will construct slope protection works as per design, or as directed by the Environmental Specialist of CSC to control soil erosion and sedimentation through use of dykes, sedimentation chambers, basins, fibber mats, mulches, grasses, slope, drains and other devices. All temporary sedimentation, pollution control works and maintenance thereof will be deemed as incidental to the earth work or other items of work and as such no separate payment will be made for them. MoRTH: 305.2.2.2 Contractor will ensure the following aspects: MoRTH: 306.2 Slope Protection > After construction of road embankment, the side slopes will be covered with grass and GuideMine 8 Environmental C.3.4 and Control of shrub as per design specifications. (Guideline for Contractor Specialist otf Soil Erosion > Turfing works will be taken up as soon as possible provided the season is favourable for soil erosion and CSC. PRBDB the establishment of grass sods. Other measures of slope stabilization will include mulching netting and seeding of batters and drains immediately on completion of control) earthworks. > In borrow pits, the depth shall be so regulated that the sides of the excavation will have a slope not steeper than I vertical to 2 horizontal, from the edge of the final section of the bank. > Along sections abutting water bodies, pitching as per design specification will protect slopes. Refer Guidelines-8 for soil erosion and sedimentation. C.4 Pollution C.4.1 Water Pollution Water Pollution The Contractor will take all precautionary measures to prevent entering of wastewater into MoRTH 111.4 Environmental C.4.1.1 from streams, water bodies or the irrigation system during construction. Contractor will avoid MoRTH: 111.1 Contractor Specialist of Construction construction works close to the streams or water bodies during monsoon. CSC, PRBDB Volume5 PgWastes CC P VoIumeSB Page 21 of 5 5 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Julv 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution Monitoring The contractor will ensure that all construction vehicle parking locations, fuel/lubricants storage sites, vehicle, machinery and equipment maintenance and refueling sites will be located at least 500 m away from rivers and irrigation canal/ponds. The Contractor will submit all locations and lay-out plans of such sites prior to their establishment and will be approved by the Environmental Specialist of CSC. Contractor will ensure that all vehicle/machinery and equipment operation, maintenance MoRTH: 111.4 and refuelling will be carried out in such a fashion that spillage of fuels and lubricants does MoRTH: 111.1 Water Pollution not contaminate the ground. Wastewater from vehicle parking, fuel storage areas, work Annex 3.6 Environmental C.4.1.2 from Fuel and shops, wash down and refuelling areas will be treated in an oil interceptor before Petroleum Act Contractor Specialist of Lubricants discharging into on land or into surface water bodies or into other treatment system. and Rules CSC PRBDB Typical drawing of oil interceptor and oil & sedimentation chamber is given in Annex 3.6. MoEF/CPCB In all, fuel storage and refuelling areas, if located on agricultural land or areas supporting Notifications vegetation, the top soil will be stripped, stockpiled and returned after cessation of such storage. Contractor will arrange for collection, storing and disposal of oily wastes to the pre- identified disposal sites (list to be submitted to CSC and PRBDB) and approved by the Environmental Specialist of CSC. All spills and collected petroleum wastes will be disposed off in accordance with Petroleum Rules and PCB guidelines. C.4.2 Air Pollution The Contractor will take every precaution to reduce the level of dust from construction plants, construction sites involving earthwork by sprinkling of water, encapsulation of dust source. MoRTH: 111.1I Environmenital The Contractor will procure the construction plants and machinery which will conform to MoRTHI: 111.5 Specialist of the pollution control norms specified by the MoEF/CPCB/PPCB. MoRTH: 111.9 CSC. EO. C.4.2.1 Dust Pollution The concentration of suspended particulate matter at a distance of 40m from a construction MoRTH II 10 Contractor PRBDB plant located in a cluster of industries should be less than 500 pg. The environmental Contract through the monitoring is to be conducted as per the monitoring plan. Contract Engine Alternatively, only crushers licensed by the PPCB shall be used. Required certificates and Agreement Engineer consents shall be submitted by the Environmental Specialist, EO,PRBDB through the Engineer. Emission from Contractor will ensure that all vehicles, equipment and machinery used for construction are Construction regularly maintained and confirm that pollution emission levels comply with the relevant Motor Vehicle Environmental C.4.2.2 Vehicles, requirements of CPCB and/ Motor Vehicles Rules. AM t Contractor Specialist of Equipment and The Contractor will submit PUC certificates for all vehicles/ equipment/machinery used for ct CSC, PRBDB Machineries the Project. C.4.3 Noise Pollution Noise Pollution: The Contractor will confirm the following: Noise Rules Noise from > All Construction plants and equipment used in construction shall strictly conform to 2002 Specialist at C.4.3.1 Vehicles, Plants the MoEF/CPCB noise standards. Annex-3.7 Contractor CSC, EO. and Equipments > All vehicles and equipment used in construction will be fitted with exhaust silencers. PRBDB > Servicing of all construction vehicles and machinery will be done regularly and VolumeSB Page 22 of 5 5 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) July 2006 Sr. Environmental Management Mcasures Reference Responsibility No. Issue document Planning and Supervision/ Execution Nlonitoring during routine servicing operations, the effectiveness of exhaust silencers will be checked and if found defective will be replaced. > The equipment available in the market should be procured, if the contractor plans to purchase new equipment. For the old equipment, necessary or possible alterations must be carried out to reduce the noise levels to the possible extent. > Maintenance of vehicles, equipment and machinery shall be regular and up to the satisfaction of the Environmental Specialist of CSC to keep noise levels at the minimum. At the construction sites within 150 m of the nearest habitation, noisy construction work such as crushing, operation of DG sets, use of high noise generation equipment will be stopped during the night time between 10.00 pm to 6.00 am. Working hours of the construction activities will be restricted around educational institutes/health centres (silence zones) up to a distance of 100 m from the sensitive receptors i.e., school, health centres and hospitals. Noise barriers will be provided along the project road. Locations and details of noise barrier are given in Annex - 3.7. C.5 Safety Contractor will provide: > Protective footwear, protective goggles and nose masks to the workers employed in asphalt works, concrete works, crusher etc. > Welder's protective eye-shields to workers who are engaged in welding works > Earplugs to workers exposed to loud noise, and workers working in crushing or compaction > The contractor will comply with all regulations regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. The contractor will comply with all the precautions as required for ensuring the safety of Guideline-9 Personal Safety the workmen as per the International Labour Organization (ILO) Convention No. 62 as far (Guidelines for Environmenital C.5.1 Measures for as those are applicable to this contract. workers safety Contractor Specialist of Labour The contractor will make sure that during the construction work all relevant provisions of in common Sci of Building and other Construction Workers (regulation of Employment and Conditions of operation during CSC. PRBDB Services) Act, 1996 are adhered to. construction) The contractor will also ensure that no paint containing lead or lead products is used except in the form of paste or readymade paint. Contractor will provide facemasks for use to the workers when paint is applied in the form of spray or a surface having lead paint dry is rubbed and scrapped. The Contractor will mark 'hard hat' and 'no smoking' and other 'high risk' areas and enforce non-compliance of use of PPE with zero tolerance. These will be reflected in the Construction Safety Plan to be prepared by the Contractor during mobilization and will be approved by CSC and PRBDB. Details of the Personal Protective Equipment to be Provided for protection of different Volume5B Page 23 oJ]55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) JuIj 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution Monitoring parts of the body from different activities have been given in Annex 10 Health Card systems should be introduced to ensure effective implementation of safety of the workers. The Contractor will and provide, erect and maintain all traffic safety measures during construction such barricades, including signs, markings, flags, lights and flagmen as proposed in the Traffic Control Plan/Drawings and as required by the Environmental Specialist of CSC for the information and protection of traffic approaching or passing through the section of any existing cross roads. MoRTH: 112.4 Traffic and The Contractor will ensure that all signs, barricades, pavement markings are provided as MoRTH: 112 C Environmeaital C.5.2 Safety per the MoRTH specifications.. Approximate quantity of safety equipment may available IRC: SP:55 Specialist of for site works within 10 km. Annex-3.8 CSC, PRBDB Traffic Calming measures will be provided as detailed out in Annex-3.6. To minimise the possibility of accident with primary school going children, entry and exit gate of the primary school going children will be modified in S shaped after the consultation with the management of the school to slow down the speed of primary school children, when they enter on the road. The Contractor will take all required precautions to prevent danger from electrical equipment and ensure that- Guideline 9 > No material will be so stacked or placed as to cause danger or inconvenience to any (Guidelines for Risk from person or the public. workers safety Environmental C.5.4 Electrical > All necessary fencing and lights will be provided to prevent entry of public in in common Contractor Specialist of Equipment(s) construction zones. opearation CSC. PRBDB > Bare wires should not pass on the ground during > Loose joints should not allow on the ground construction) > All the switch boxes and joints should be placed in weather protected box The contractor will take all reasonable precautions to prevent danger to the workers and Contract Risk Force public from fire, flood etc. resulting due to construction activities. Agreement and Environmental C.5.5 Measure The contractor will make required arrangements so that in case of any mishap all necessary Building and Other Contractor Specialist of steps can be taken for prompt first aid treatment. Construction Safety Plan prepared by the Construction CSC, PRBDB Contractor will identify necessary actions in the event of an emergency. Workers Act, 1996 The contractor will arrange for - > a readily available first aid unit including an adequate supply of sterilized dressing Environmental C 5.6 First Aid materials and appliances as per the Factories Rules in every work zone Contract Contractor Specialist of C.. F availability of suitable transport at all times to take injured or sick person(s) to the requirement CSC, PRBDB nearest hospital -> Equipment and trained nursing staff at construction camp. Informatory The contractor will provide, erect and maintain informatory/safety signs, hoardings written MoRTH 801 Environmeiital C.5.7 Signs and in English and local language, wherever required or as suggested by the Environmental MoRTH. 801 Contractor Specialist of Hoardings Specialist of CSC,EO with as per IRC and MoRTHI specification. MoRTH: 802 CSC, PRBDB Volume5B Page 24 of5 5 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) July 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution MIonitoring C.6 Flora and Fauna: Plantation/Preservation/ Conservation Measures The contractor will do turfing on embankment slopes, plantation of shrubs as specified in the Contract. Guideline 10 Road side The compensatory forestation will be carried out by the State Forest Department. (Guidelines for Environmental C.6.1 Plantation Minimum 80 percent survival rate of the saplings will be acceptable otherwise the median Contractor Specialist of Strategy Contractor/ Forest Department will replace dead plants at his own cost. plantation and CSC, PRBDB The Environmental Specialist of CSC will inspect regularly the survival rate of the trees grass turfing) planted by the Contractor in accordance with the plantation strategy suggested. The contractor will take reasonable precaution to prevent his workmen or any other persons from removing and damaging any flora (plant/vegetation) and fauna (animal) including fishing in any water body and hunting of any animal. Flora and If any wild animal is found near the construction site at any point of time, the Contractor Environmental C.6.2 Chance found will immediately upon discovery thereof acquaint the Environmental Specialist of CSC and Contractor Specialist of Fauna carry out the instructions for dealing with the same. CSC. PRBDB The Environmental Specialist of CSC will report to the near by forest office (range office or divisional office) and will take appropriate steps/ measures, if required in consultation with the forest officials. All fossils, coins, articles of value of antiquity, structures and other remains or archaeological interest discovered on the site shall be the property of the Government and shall be dealt with as per provisions of the relevant legislation. The Ancient Chance Found The Contractor will take reasonable precautions to prevent his workmen or any other Monument and Environmental C.6.3 Archaeological persons from removing and damaging any such article or thing. He will, immediately upon Archalogical Contractor Specialist of Property discovery thereof and before removal acquaint the Environmental Specialist of CSC of such sites and CSC PRBDB Pr Y discovery and carry out the CSC's instructions for dealing with the same, waiting which all remains Act work shall be stopped. 1958 The CSC will seek direction from the Archaeological Survey of India (ASI) before instructing the Contractor to recommence the work in the site. C.7 Labour Camp Management Contractor will follow all relevant provisions of the Building and the other Construction Workers (Regulation of Employment and Conditions of Service) Act. 1996 for construction Contract and maintenance of labour camp. Agreement The location, layout and basic facility provision of each labour camp will be submitted to Guideline 4 Environmental C.7.1 Accommodation CSC and PRBDB prior to their construction. (Guidelines for Contractor Specialist of The Construction will commence only upon the written approval of the Environmental construction CSC. PRBDB Specialist of CSC. camp) The Contractor will maintain necessary living accommodation and ancillary facilities in -_ functional and hygienic manner and as approved by the CSC. The Contractor will construct and maintain all labour accommodation in such a fashion that Contract Environmental C.7.2 Potable Water uncontaminated water is available for drinking, cooking and washing. Agreement Contractor Specialist of The Contractor will also provide potable water facilities within the precincts of every IS: 10500- 1991 CSC. PRBDB VolumeSB Page 25 of 5 5 *e .o. ..e oe e . @ . e @.. e@. e... Punjab State Road Sector Project EMP (LLUDHIANA - MALERKOTLA) July 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution Nlonitoring workplace in an accessible place, as per standards set by the Building and other Construction Workers (Regulation of Employment and Conditions of Service) Act. 1996. The contractor will also guarantee the following: a) Supply of sufficient quantity of potable water (as per IS) in every workplace/labor camp site at suitable and easily accessible places and regular maintenance of such facilities. b) If any water storage tank is provided that will be kept such that the bottom of the tank at least Imeter above the surrounding ground level. c) If water is drawn from any existing well, which is within 30meters proximity of any toilet, drain or other source of pollution, the well will be disinfected before water is used for drinking. v d) All such wells will be entirely covered and provided with a trap door, which will be dust proof and waterproof. e) A reliable pump will be fitted to each covered well. The trap door will be kept locked and opened only for cleaning or inspection, which will be done at least once in a month. f) Testing of water will be done every month as per parameters prescribed in IS 10500- 1991. Environmental Specialist of CSC will be required to inspect the labour camp once in a week to ensure the compliance of the EMP. The contractor will ensure that - > the sewage system for the camp are designed, built and operated in such a fashion that no health hazards occurs and no pollution to the air, ground water or adjacent water courses take place Sanitation and separate toilets/bathrooms, wherever required, screened from those from men (marked Environmieiital C.7.3 Sewage System in vernacular) are to be provided for women MoRTH: 114.14 Contractor Specialist of' > adequate water supply is to be provided in all toilets and urinals CSC, PRBDB > Night soil can be disposed of with the help of local municipal extractor or disposed of by putting layer of it at the bottom of a permanent tank prepared for the purpose and covered with 15 cm. layer of waste or refuse and then covered with a layer of earth for a fortnight. The contractor will provide garbage bins in the camps and ensure that these are regularly emptied and disposed off in a hygienic manner as per the Comprehensive Solid Waste aste isposal Management Plan approved by the Environmental Specialist of CSC. Preferably Contractor shall operate a compost pit for the disposal of biodegradable wastes. C.8 Contractor's Demobilization Environmental The PRBDB will undertake seasonal monitoring of air, water, noise and soil quality Contractor Environmental Conditions through an approved monitoring agency. The parameters to be monitored, frequency and Specialist ot C.8.1 duration of monitoring as well as the locations to be monitored will be as per the CSC and Monitoring Plan prepared. National Standard of Air, Noise and Water given in Annex 13 PRBDB. l_ NHAI C .8.2 Continuous The Environmental Specialist of CSC will have continuous interactions with local people Environmental Environmental . Community around the project area to ensure that the construction activities are not causing undue Specialist of Specialist of Volume5B Page 26 of 55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) July 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution NMonitoring Participation inconvenience to the locals residing in the vicinity of project site under construction due to CSC CSC and noise, dust or disposal of debris etc. PRBDB, NHAI Contractor will prepare site restoration plans, which will be approved by the Environmental Specialist of CSC. The clean-up and restoration operations are to be implemented by the Contractor prior to demobilization. The Contractor will clear all temporary structures; dispose all garbage, night soils and POL (Petroleum, Oil and Lubricants) wastes as per Clean-up Comprehensive Waste Management Plan and as approved by CSC. Operations, All disposal pits or trenches will be filled in and effectively sealed off. Residual topsoil, if Environmental C.8.3 Restoration and any will be distributed on adjoining/ proximate barren land or areas identified by the Contractor Specialist of Rehabilitation Contractor and approved by the Environmental Specialist of CSC in a layer of thickness of CSC, PRBDB 75 mm-150 mm. All construction zones and facilities including culverts, road-side areas, camps, Hot Mix plant sites, Crushers, batching plant sites and any other area used/affected due to the project operations will be left clean and tidy, at the Contractor's expense. to the entire satisfaction to the Environmental Specialist of CSC. C.9 Construction Activities by PRBDB/PWD The plantation at the following locations will be implemented by the PRBDB through the Guidelinemn State Forest C.9.1 Tree Plantation State Forest Department; i). Road side, ii) enhancement sites, iii). Forest land iv). for forest Department PRBDB Community Forestation d f epartmenlt department)} OPFRATION STAGE Activities to be Carried Out by the PRBDB/ PWD The PRBDB will monitor the operational performance of the various mitigation/ Monitoring enhancement measures carried out as a part of the project. 0.1 Operation The indicators selected for monitoring include the survival rate of trees; utility of Table 5.2 & 5.3 PRBDB/PWD PRBDB/PWD Performance enhancement provision made under the project; status of rehabilitation of borrow areas; and effectiveness of noise barriers. Maintenance of PWD will ensure that all drains (side drains, median drain and all cross drainages) are 0.2 Drainage periodically cleared especially before monsoon season to facilitate the quick passage of PRBDB/PWD PRBDB/PWD rainwater and avoid flooding. Pollution The periodic monitoring of the ambient air quality, noise level, water (both ground and Pollution 0.3 Monitoring surface water) quality, soil quality in the selected locations as suggested in pollution Table 5.2 & 5.3 Monitoring PRBDB/PWD monitoring plan through the PPCB or its approved monitoring agency. Agency Soil Erosion and Visual monitoring and inspection of soil erosion at borrow areas, quarries (if closed and 0.4. Monitoring of rehabilitated), embankments and other places expected to be affected, will be carried out PRBDB/PWD PRBDB/PWD Borrow Areas once in every three months as suggested in monitoring plan. Volume5B Page 2 7 of 5 5 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Julv 2006 Sr. Environmental Management Measures Reference Responsibility No. Issue document Planning and Supervision/ Execution Monitoring PRBDB/PWD, PRBDB/PWDI Changes in Land Necessary hoardings will be erected indicating the availability of ROW and legal charges Revenue 0.5 Use Pattern for encroachment of RoW. Budgetary provisions are to be made to control the ribbon Department and development along project road. Local Civic PRBDB/PWD Bodies 0.6 Removal of Dead animals lying on the road should be removed and buried away from the nearby Local PRBDB/ Dead Animals residences. Authorities PWD Public However the public will be advised to construct the noise barriers such as walls, double glazed windows 0.7 awareness on and tree plantation between the roads and their property PRBDB PRBDB Noise levels and The public awareness is necessary regarding the human health through the news papers and Health Affects consultations and distribution of pamphlets during the operation stage. Volume5B Page 28 of 55 *C-- - * - -* * -- -- * - --- ---@ @ -~__ -- ~ ..,- - - -- -- , - -- ----- I-- --. - . - Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Julv 2006 Part B: Environmental Management Measures (Bridges) The specific management / mitigation measures required for bridge works are covered. These measures must be read in congestion with those already covered in part A. VolumeSB Page 29 of55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Juli 2006 Table 3.2: Environmental Management Measures - Bridges S. No. Environmental Management Measures Rererence Responsibility Issue Planning and Supervision Execution /Mlonitoring PRE-CONSTRIJCTION STAGE Pre-construction activities by Construction Management Unit Irrigation Permission from Irrigation department shall be taken prior to start of construction work EO PRBDB" TA Consultant department CMU through Water Quality upstream and down stream of bridges will be tested prior to initiation of approved any work at the site of new construction of Bridges to establish baseline. Monitoring Laboratory Contractor/Environmental Expert of TA Consultant/CMU (PRBDB) The contractor as per prevalent rules will carry out negotiations with the landowners for Arrangements for obtaining their consent for temporary use of lands for traffic detours, material storage, construction machinery &equipment, vehicle parking etc.. Contractor shall enter into a TA Consultant. P.3 Temporary Land written agreements with land owners for all such sites and Environment Officer will be Contractor CMU (PRBDB) Requirement required to ensure that the rehabilitation/clearing up of the sites prior to handing over to the owners have been carried out as per written agreement. CONSTRtUCTION STAGE Activities to be Carried Out by the Contractor C.1 General Arrangements The contractor shall identify disposal sites and will report the same to the Environment Officer. These locations will be checked on site and accordingly approved by Dismantling of Environment Officer prior to any disposal of waste materials. Structures/ Contractor shall prepare Comprehensive Solid Waste Management Plan in consultation Contractor Environment C.l.l Components and with Environment Officer and after approval of plan by Environmental Officer debris Officer, CMU Debris Disposal shall be disposed off accordingly. (PRBDB) No dismantling work shall be carried out at night, or during storm or heavy rain. No dismantling will be carried out without identification and approval of site by Environment Officer of TA consultant. Dismantled material will not be stored in canal Volume5B Page 30 of55 Punjab State Road Sector Project EMP (L UDHIANNA - MA LERKOTLA) JuIj, 2006 S. No. Environmental Nanagement Nleasures Reference Responsibility Issue Planning and Supenision Execution /Moniloring bed, embankment slopes except material which will be reused in Construction. All debris requiring disposal will be directly taken to the Pre identified disposal site and deposited as per approved Comprehensive Waste Disposal Locations. Debris generated shall be reused in the construction of temporary diversion of traffic, filling in embankment, slope protection work etc subject to the suitability of the materials and approval of the Engineer and Environment Officer. All arrangements for dismantling, clearing debris and its transportation will be considered incidental to the work and will be planned and implemented by the Contractor as approved and directed by the Environment Officer. Construction of temporary traffic diversions shall be carried out in accordance with the plans prepared and approved during pre-construction stage. Temporary diversions will be constructed after receipt of approval from concerned authorities and under supervision of Environment Officer. Warning boards should be placed at least 500m and 200m from the construction sites on both sides along with battery operated lamp / retroreflected lamps. Flashlights be provided at least 200m before the construction site on either side giving warning to drivers before reaching construction sites. Signs, lights, barriers, cones, and other traffic control devices, as well as the riding surface of diversions shall be maintained in a satisfactory condition till such time they Construction of are required as directed by the engineer. Environment C.1.2 temporary traffic Contractor shall keep the temporary traffic diversions free of dust by sprinkling of water IRC: SP 55 Contractor Officer. CMU diversions three times a day and as required under specific conditions (depending on weather (PRBDB) conditions, construction in the settlement areas and volume of traffic). Contractor shall prepare a Detailed Traffic Control Plans and shall submit it to the Environment Officer for approval, five days prior to commencement of works on any bridge. The traffic control plans shall contain details of temporary diversions, traffic safety arrangements i.e. lighting arrangement, signages, arrangement of flagmen etc. The Contractor will provide specific measures for safety of pedestrians and workers at night as a part of traffic control plans. The Contractor will ensure that the diversion/detour is always maintained in running condition, particularly during the monsoon to avoid disruption to traffic flow. The contractor will also inform local community of changes to traffic routes, conditions and pedestrian access arrangements with assistance from local bodies and PRBDB. Handling and Contractor shall not store/dump the construction material in watercourse. IS: 7293 Environment Cl.3 storing of materials Area for storage of material near the work site will be earmarked in consultation with IS: 7969 Contractor Officer CMU Environmental officer of Technical Assistance Consultant/ CMU. This area shall not be (PRBDB) Volume5B Page 31 o]55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Ju4i 2006 S. No. Environmental Management Measures Rererence Responsibilitit Issue Planning and Supernision E%ecution /Alonitoring at a distance of less than 50 from bank of the watercourse The access road should be free from water logging. Storage area should be leveled ground, stacking area should be planned and have racks, stands, sleepers, access traces etc and properly lighted, all materials consumables, including raw steel or fabricated materials shall be stored properly on platforms, skids or other supports IS: 7293 & IS: 7969 dealing with handling of materials and equipment for safe working should be followed. Contractor shall prepare a plan for handling & storing of material at bridge construction site and shall submit it for approval from Environmental Officer/Engineer Contractor will not obstruct the flow of water while constructing/ rehabilitating bridges. Contractor shall ensure that velocity in the constricted portion does not increase more then twice the lean season velocity. This will help turbidity control in downstream and minimum disruption to flora and fauna. Contractor shall carry out the excavation for foundation & construction of substructures during lean season to reduce turbidity levels and soil erosion, which may cause disruption to flora and fauna. Construction over and close to the non-perennial streams shall be undertaken in the dry season. Contractor shall construct river training and protection work i.e construction of guide Water Training and bunds, guide walls, bank protection, flooring and approach embankment protection etc. Environment C. 1.4 Disruption to Other as given in engineering design./drawing in such a fashion that will provide safety to Contractor Officer. CMU Users of Water the bridge structure and its approaches against damage by flood /flowing water and at (PRBDB) the same time shall not pollute water. Contractor shall prevent the soil erosion by minimizing the amount of exposed soil. minimizing the time the soil is exposed, avoiding steep cutting of slope (steeper than 1:2), and constructing all slope protection measures whether incidental or payable, temporary or permanent in time. The contractor shall serve notice to the down stream users well in advance if construction work is expected to disrupt users of community water bodies or flow of surface water body is diverted. The Engineer/CMU will ensure that contractor has served the notice to the downstream users of water well in advance. The contractor will take prior approval of the Irrigation Department or CMU (PRBDB) for any such activity. No worker should catch fish in the canals. Proper warnings and Instructions to worker Aquatic fauna will be given in this regard. VolumeSB Page 32 of55 Punjab State Road Sector Project EMP (LUDHIANA - MALERR:OTLA) Julv 2006 S. No. Environmental hlanagement Measures Rererence Responsihililt Issue Planning and Supenrision Execution /Monitoring Minimum required labor should stay at night at bridge site and contractor will make Labor necessary arrangement of toilets, waste sanitation, Drinking water requirement at site. C.2 Pollution C.2.1 Water Pollution Contractor will avoid construction works over/close to the canals during monsoon to minimize Impact on surface watercourses. The Contractor should not discharge wastewater, generated during construction, into Clause no streams, water bodies or the irrigation system without preliminary treatment and should 501.8.6 conform to Punjab State Pollution Control Board. MoRT&H Water Pollution Cofferdams or formwork shall be such as to ensure still water conditions. All waste Sp*fication Environment C.2.1.1 from Construction arising from the bridges construction activity is to be disposed off in the manner that is for Road and Contractor Officer, CMU Wastes acceptable to the State Pollution Control Board and as per approved Comprehensive Bridge Works (PRBDB) Waste Management Plan. Wastes must be collected, stored and reused in the construction / taken to approved Act 1981 disposal sites. The Environmental Officer will certify that all wastes generated on bridge site have been disposed off as per norms or in environment friendly manner. To avoid contamination from fuel and lubricants, the vehicle and equipments will be Clause no Contamination of properly maintained and refueling / maintenance of vehicles will not be done near the 501.8.6 water from fuel and bridge sites. MoRT&H Environment C2.1.2 lubricants Diesel Generator set will be placed on a cement concrete platform with oil and grease Specification Contractor Officer. CMU trap to control the oil ingress into soil/ water bodies. for Road and (PRBDB) Bridge Works(PB ) W (P&C) P Act 1981 Contractor will ensure that no construction materials like earth; stone or any other obstructing construction material is disposed in watercourse and will take all necessary Environment C.2.1.3 Drainage and run- measures to prevent the blockage of water flow blocking the flow of water. Contractor Officer, CMU off In addition to the design requirements, the contractor will take all required measures as (PRBDB) directed by the Environment Officer to prevent temporary or permanent flooding of the site or any adjacent area. C.2.1.4 Bode Water The Contractor will not excavate beds of any stream/canals/nala for borrowing earth for Contractor Environment Degradation of (PRBDB) Volume5B Page 33 of 55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) JuII' 2006 S. No. Environmental Management Nleasures Rererence Responsibility Issue Planning and Supervision Execution /lMoniboring Water Quality embankment construction. Silt fencing will be provided at bridge locations where rehabilitation / New construction is proposed as per drawing and locations attached in Annexure. to avoid siltation of water bodies. C.2.2 Air Pollution The Contractor will follow good engineering practices during demolishing of bridges or part thereof and during Construction and rehabilitation of bridges. ( Refer Annexure Clause EA& EMP ( Rehab.Road) No.111 & The contractor should provide Screen around the demolition sites as far as possible 501.8.6 where feasible. MoRT&H Environment C.2.2.1 Dust Pollution The contractor will reduce dust nuisance from construction sites by sprinkling of water, Specifications Contractor Officer. CMU encapsulation of dust source and by erection of screen/barriers. for Road and (PRBDB) Vehicle delivering material will be covered. End boards in loaders will be provided to Bridge works prevent spillage. Water will also be sprayed on temporary access roads and diversions. Air ( p&CP) The air pollution monitoring will be carried out as per monitoring and reporting Act programme detailed in Environment Assesement and Management Plan. C.2.3 Noise Pollution Noise Pollution: The demolition of bridges / rehabilitation of bridges will be done using good Environment C.2.3.1 VehNoise from engineering practices so that noise levels are kept at acceptable levels. Contractor Officer, CMU Vehicles, Plants and If required screens will be erected around the construction sites. (PRBDB) Equipments ________________________________________ C.3 Safety Tool box meeting will be held at least once a week in order to brief workers about Safety, do's and don't during construction. Toolbox safety meetings are on the-job meetings and will keep employees alert to work - related accidents and illnesses. Toolbox meetings helps alert employees to workplace hazards, and by preventing ols B Meetings accidents, illnesses and on -the -job injuries. The meeting should involve groups of Tools Box people who work together and face same sort of injury risks. The meetings should be so designed to raise employee's awareness following hazardous incidents, a recent injury or near miss. Toolbox meeting improve workplace safety and health, provide information and instructions, improve consultation and help identify hazards and deciding what action needs to be taken to reduce the risks. VolumeSB Page 34 of 55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Jult 2006 S. No. Environmenial Management NMeasures Reference Responsibiliry Issue Planning and Supervision Execution /Monitoring Contractor will provide: > Protective footwear, goggles and clothing to all workers employed on laying of wearing coat, preparing cement mortars for brick work, concreting, painting etc. > Welder's protective eye-shields to workers who are engaged in welding works > Earplugs to workers exposed to loud noise, and workers working with jack hammer, joint cutting machines, vibrators etc. )0 Adequate safety measures for workers during handling of materials at site are taken up. > The contractor will comply with all regulations regarding safe scaffolding. ladders, working platforms, gangway, stairwells, excavations, trenches and safe means of entry and egress. > At every workplace, good and sufficient water supply will be maintained to avoid waterborne/water-related/ water-based diseases to ensure the health and hygiene of workers. > Persons working should wear safety helmets and rubber gloves > Contractor at his own expenses shall put up necessary shoring, shuttering and planking or cut slopes to a safer angle or both with due regard to the safety of Environment C.3.1 Personal Safety personnel and workers and to the satisfaction of the Engineer Contractor Officer, CMU Measures for Labour The contractor will comply with all the precautions as required for ensuring the safety of (PRBDB) the workmen as per the International Labor Organization (ILO) Convention No. 62 as far as those are applicable to this contract. The contractor will make sure that during the construction work all relevant provisions of the Factories Act, 1948 and the Building and other Construction Workers (regulation of Employment and Conditions of Services) Act, 1996 are adhered to. The contractor will not employ any person below the age of 14 years for any work and no woman will be employed on the work of painting with products containing lead in any form. The contractor will also ensure that no paint containing lead or lead products is used except in the form of paste or readymade paint. Contractor will provide facemasks for use to the workers when paint is applied in the form of spray or a surface having lead paint dry is rubbed and scrapped. The Contractor will mark 'hard hat' and 'no smoking' and other 'high risk' areas and enforce non-compliance of use of PPE with zero tolerance. These will be reflected in the Construction Safety Plan to be prepared by the Contractor during mobilization and will be approved by SC Contractor shall install a warning device in the area to be used to warn the workers in VolumeSfi Page 35 ofI55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Julv 2006 S. No. Environmental Mianagement Measures Rererence Responsibilit) Issue Planning and Supervision Execution /Monitoring case of mishap/emergency. Contractor shall provide Safety helmets conforming to IS 2925 to all the workmen engaged in dismantling work. The shed and tool boxes should be located away from work site. Goggles preferably made up of celluloids and gas masks shall be worn at the time of dismantling, especially where tools like jack hammers are deployed to protect eyes from injuries from flying pieces, dirt, dust etc. The workers shall wear leather or rubber gloves during demolition of RCC work. Screens made up of GI sheets shall be placed wherever necessary to prevent the flying pieces from injuring the workers Water should be sprayed to reduce the dust while removing concrete wearing course with jackhammer. No wok shall be taken up under the span when dismantling work is in progress. Contact numbers of Police, Fire Brigade, Ambulance, Police Station, Engineer, EO TA Consultant and PRBDB should be displayed at every bridge Site. Any skin contacts with epoxy materials; solvents and epoxy strippers should be avoided. Epoxy resin can cause irritation of skin particularly epoxy hardeners (B component) may cause a rash on skin in sensitive persons if incorrectly handled. The resin and hardener should not be allowed to come into direct contact with skin. The most effective protection is achieved by wearing polythene gloves, rubber gloves, with a cloth liner, and protective clothing. The official toxicity classification on container labels may be looked for before starting work. Barrier creams are recommended but are not substitutes for protective clothing. Eyes Handling of shall be protected where splashing could occur while spraying. Good ventilation shall Environment C.3.2 Hazardous be ensured and inhalation of vapours avoided. If materials are sprayed, a respirator shall Contractor Officer. CMU Materials/Chemicals be used. If skin contact occurs, it shall be immediately washed with a cleaner, followed (PRBDB) by soap and water. Should eye contact occur, it shall be flushed immediately with plenty of water for 15 minutes and a doctor called for If contact occurs with the clothing, it shall be immediately changed to prevent further skin contact, and if the contact occurs with component A or B, the clothing shall be thrown away. Hardened epoxy is not harmful but will break the clothing. All emptied used buckets, rags and containers shall be removed from site. These shall be stored in waste disposal bags and suitable disposed The contractor will prepare a hazardous waste management and disposal plan and will submit a copy of it to Environmental officer (PRBDB) for review and supervision. VolumeSB Page 36 of55 Punjab State Road Sector Project EMP (L UDHIANA - MA LER KO TLA) July 2006 S. No. Environmental Mlsnagement Niessures Reference Responsibility Issue Planning and Supenrision Execution /Mlonitoring The Contractor will ensure that temporary bridges constructed for diversion of traffic are as per norms and safe and approved by Environment Officer. Speed limits will be set for movement of traffic on temporary bridges. The contractor will take all necessary measures for the safety of traffic during construction and provide, erect and maintain such barricades, including signs, markings, flags, lights, warning boards and flagmen as proposed in the Traffic Control Traffic Management Plan/Drawings and as required by the Environment officer for the information and Environment C.3.3 and Safety protection of traffic approaching or passing the bridge under construction or through the Contractor Officer . CMU temporary diversion. (PRBDB) The contractor will ensure that all signs, barricades, markings are provided as per the MoRTH specifications. Before taking up of construction on any bridge site, a Traffic Control Plan will be devised and implemented to the satisfaction of the Environmental Expert. The contractor shall take all necessary measures for the safety of traffic during construction and provide, erect and maintain such barricading, including signs, markings lights and flagmen ect. For the information and protection of traffic. A readily available first aid unit including an adequate supply of sterilized dressing Contractor Environment C.3.6 First Aid materials and appliances as per the Factories Rules at every Bridge Construction site. (PRBDB) Informatory Signs The contractor will provide, erect and maintain informatory/safety signs, hoardings Environment C.3.7 andHoardings written in English and local language, wherever required or as suggested by the Contractor Officer,CMU Environment Officer. (PRBDB) CMU through C.3.8 Pollution CMU will monitor water quality both upstream and downstream of bridges thrice a year approved .3. Monitoring as detailed in Chapter 4 ( Monitoring Measures ) at the site of new bridges. Moniong Monitoring Laboratory C.4 Contractor's Demobilization Contractor will prepare site restoration plans, which will be approved by the Clean-up Environment Officer. The clean-up and restoration operations are to be implemented by Opeans, the contractor prior to demobilization. All spaces excavated and not occupied by the Environment C.4.1 Restorationand foundation or other permanent works shall be refilled with earth upto surface of Contractor Officer. CMU Rehabilitation surrounding ground. (PRBDB) The contractor will clear all temporary structures; dispose all surplus material laying in I waterway or around bridge site as per Comprehensive Waste Management Plan and as VolumeSB Page 37 of55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Julv 2006 S. No. Environmental Mlanagement Measures Rererence Responsibility Issue Planning and Supervision Execution /Monitoring approved by Environment Officer. The bridge construction site will be left clean and tidy, at the contractor's expense, to the satisfaction to the Environment Officer. OPERATION STAGE Activities to be Carried Out by the CMU (Construction Management Unit) Monitoring The PRBDB will monitor the operational performance of the various mitigation 0.1 Operation measures carried out in the form of river training works as a part of the project PRBDB PRBDB Performance The indicators selected for monitoring include the water quality status, Soil erosion etc. . Pollution The periodic monitoring of the surface water quality at the selected locations as MPontoin 0.2 Pollution suggested in pollution monitoring plan will be responsibility of PRBDB. These locations Agency through PRBDB Monitoring will be monitored once during operation stage. (Refer Chapter 4 Monitoring Measures). CMU Contractor will submit Accident Safety and Hazardous Chemical Spill Management 0.3 Safety Measures Plan and will get it approved by the "EO PRBDB". The plan should also have details of detours in case of emergency. Volume5B Page 38 oJ 55 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * ETO :EHNEETMAUE 0 0SETO4:EHNEETMAUE 0 0 0p 0 Punjab Stlte Road Sector Project EMP (LUDHIANA - IMALERKOTLA) JulyI 2006 4 ENHANCEMENT MEASURES Environmental Enhancements refer to the positive actions to be taken up during the implementation of the Project for the benefit of the road users and the communities living close to Project road and are in addition to the mitigation measures proposed. 4.1 OBJECTIVES The objective of Environment Enhancement is; To improve visual qualities of highway by providing aesthetically pleasing landscape features To integrate the road corridor with surrounding views and landforms. To improve the environment setting along the road To improve the condition of neglected Archaeological / Communities sites To integrate local communities with the project by development community properties along the road. * Provide facilities to Highway user. 4.2 METHODOLOGY Procedure followed for Environment Enhancement Measures in includes the following in chronological order; Selection of Sites Development of Design concept and preparation drawings Discussion and finalization of drawing with PRBDB Revision of drawings * Integration of cost with project cost estimate Selection of Sites The sites for environment enhancement measures were selected on the basis of defined criteria for different type of properties, which are detailed out in preceding sections: Development of Design concept and Preparation of drawings On the basis of discussions, objective of environment enhancement, requirements of community design concepts were developed for enhancement of sites. Based on these design concepts conceptual drawings were prepared. Discussion and finalization of drawing with PRBDB The conceptual drawings along with other inputs used like selection criteria, Design concepts, discussion with communities / site authorities were discussed with PRBDB officials for their approval. VolumeSB Page 39 of55 Punjab State Rood Sector Project EMP (L UDHIANA - MALERKO TLA) Julh 2006 Revision of Concept drawings The conceptual drawings were revised based on the observations of PRBDB and finalised the concept drawings. Integration of Cost into Project Cost Estimates The Bills of Quantities and Cost estimates were prepared and put under Head "Environment" Bill of Cost Estimates item no. 12 4.3 ENHANCEMENT OF WASTEWATER PONDS All the water bodies along the road are waste waster ponds. The only criteria to enhance these water bodies are to improve visual view or improve scenic beauty of these waste water ponds. Few trees plantation and ground cover with shrubs / bushes are the features of these enhancements. 4.4 ENHANCEMENT OF RELIGIOUS STRUCTURES The scope for enhancement includes the possibility of any further improvement, availability of space for enhancements and the likely benefits for the local community as well as the road users. The sites having good scenic beauty and ample space for parking and sitting are conceived as potential stopovers. Shading and pleasant views are considered important in such places. The presence of ponds near stopover is considered preferable as it gives pleasant view. The incidental spaces resulting due to change in alignment of the road are proposed to be developed as landscaped green areas to improve the visual quality of the road. Tree plantations are suggested only at those places where the local people are willing to take care of the trees, as maintenance of trees is a major issue. 4.5 ENHANCEMENT OF EDUCATIONAL INSTITUTES Educational Institution Criteria for Selection Proximity to Project Road Public demand and use . Road Safety Design Concept Special safety provisions have been taken into account while planning for such sensitive areas. Boundary walls demarcating the site extents of these properties have also been incorporated separating it from other areas, thereby providing proper ambience for education of children. The site is dominated by soft landscape and character has been retained. Further informal seating under existing trees have also been planned for to continue with the concept of open air schools. The sites have also been fumished with prayer platforms with continuous rows of trees around it. Proposed Enhancement sites are summarised below. Type of enhancement and detailed concept plan is given in Annexure 4.1 & 4.2. VolumeSB Page 40 of55 Punjab Stote Road Sector Project EMP (LUDHIANA -MA LERKOTLA) July 2006 - Table 4.1: Summary of Enhancement Locations S.No. Type of Enhancement Number of Enhancement sites I Primary School 2 2 Religious Structures 3 v 3 Wastewater pond 7 4 Rotary 4 * 5 Village gates 2 6 Bus bay 18 v 7 Sitting arrangement 6 * 8 Access to Educational Institute 17 0 0 0 0 0 I. 0 0 0 0 0 . 0 0 0 0 0 0 !0 0 0 0 l,um5 Pae4.o5 , 1, . Ia 9 9 S a 9 9 9 9 S 9 S 0 0 0 v 9 S S S 9 S S 0 ~SECTIONS5: MONITORING PROGRAM 9 v S 9 S - Punjab State Road Sector Project EAfP (LUDHIANA - MALERKOTLA) July 2006 5. MONITORING PROGRAM 5.1 ENVIRONMENTAL MONITORING PLAN The monitoring programme is devised to ensure that the envisaged purpose of the project is achieved and results in the desired benefit to the target population. To ensure the effective implementation of the EMP, it is essential that an effective monitoring programme be designed and carried out. Broad objectives of the monitoring programme are: To evaluate the performance of mitigation measures proposed in the EMP To suggest improvements in the management plans, if required To satisfy the statutory and community obligations The monitoring programme contains monitoring plan for all performance indicators, reporting formats and necessary budgetary provisions. Monitoring plan for performance indicators and reporting system is presented in the following sections. 5.1.1 Performance Indicators Physical, biological and environmental management components identified as of particular significance in affecting the environment at critical locations have been suggested as Performance Indicators (Pls). The Performance Indicators shall be evaluated under three heads as: Environmental condition indicators to determine efficacy of environmental management measures in control of air, noise, water and soil pollution; Environmental management indicators to determine compliance with the suggested environmental management measures Operational performance indicators have also been devised to determine efficacy and utility of the mitigation/enhancement designs proposed The Performance Indicators and monitoring plans prepared for Project Implementation are presented in Table S.l. Volume5B Page 42 of5 5 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) JuiIv 2006 Table 5.1: Performance Indicators for Project Implementation SI. No. Indicator Details Stage Responsihility A Environmental Condition Indicators and Monitoring Plan Pre Construction CMU through approved monitoring agency I Air Quality Construction CMU through approved monitoring agency Operation PWD through approved monitoring agency Pre Construction CMU through approved monitoring agency 2 Noise Levels Construction CMU through approved monitoring agency The parameters to be monitored, frequency and duration of monitoring as Operation CMU through approved monitoring agency well as the locations to be monitored will be as per the Monitoring Plan Construction CMU through approved monitoring agency 3 Water Quality prepared (Refer Table 5.2) Construction PWD through approved monitoring agency CMU through approved monitoring agency. Construction 4 Soil Quality Operation PWD through approved monitoring agency B Environmental Management Indicators and Monitoring Plan I Construction Camps Location of construction camps have to be identified and parameters Pre-construction CMU indicative of environment in the area has to be reported Location of borrow areas have to be identified and parameters indicative of 2 Borrow Areas environment in the area has to be reported. Refer Guidelines 3.5 Pre-construction CMU (Guidelines for Borrow Areas Afanagement) for the identified Borrow Areas. 3 Tree Cutting Progress oftree removal marked for cutting is to be reported Pre-construction Forest Department to CMU 4 Tree Plantation Progress of measures suggested as part of the Strategy is to be reported Construction Forest Department C Management & Operational Performance Indicators I Survival Rate of Trees The number of trees surviving during each visit will be compared with the Operation Forest Department/ PWD number of saplings planted 2 Status Regarding Rehabilitation The CMU will undertake site visits to determine how many borrow areas The PWD/PRBDB will be responsible for a of Borrow Areas have been rehabilitated in line with the landowner's request and to their Operation period ofthree years. full satisfaction. 3 Soil Erosion Visual monitoring and operation inspection of embankments will be Operation The PWD/PRBDB will be responsible for a carried out once in three months. period of three years. Volume5B Page 43 of 55 Punjab State Road Sector Project EMP (L UDHIANA - MA L ERKO TLA) July 2006 5.1.2 Monitoring Parameters and Standards The Environmental monitoring of the parameters involved and the threshold limits specified are discussed below: Ambient Air Quality Monitoring (AAQM) The air quality parameters viz: Sulphur Dioxide (SO2), Oxides of Nitrogen (NOx), Carbon Monoxide (CO), Hydro-Carbons (HC), Suspended Particulate Matter (SPM), and Respirable Particulate Matter (RPM) shall be regularly monitored at identified locations from the start of the construction activity. The air quality parameters shall be monitored in accordance with the National Ambient Air Quality Standards as given in Annexure 5.1. The duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed out in the Environmental Monitoring Plan Table 5.2and specific details in Table 5.3. Noise Quality Monitoring The noise levels shall be monitored at already designated locations in accordance with the Ambient Noise Quality standards given in Annexure 5.2. The duration and the noise pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plan Table 5.2 and specific details in Table 5.3. Water Quality Monitoring Water quality parameters such as pH, BOD, COD, DO coliform count, total suspended solids, total dissolved solids, Iron, etc. shall be monitored at all identified locations during the construction stage as per standards prescribed by Central Pollution Control Board and Indian Standard Drinking water specifications IS 10500, 1991, presented in Annexure 5.3. The duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed out in the Environmental Monitoring Plan Table 5.2 and specific details in Table 5.3. 5.1.3 Monitoring Plans for Environment Condition For each of the environmental components, the monitoring plan specifies the parameters to be monitored; location of the monitoring sites; frequency and duration of monitoring. The monitoring plan also specifies the applicable standards, implementation and supervising responsibilities. The monitoring plan for the various environmental condition indicators of the project in construction and operation stages is presented in Table 5.2. Monitoring plan does not include the requirement of arising out of Regulation Provision such as obtaining NOC/ consent for plant site operation. Reporting System Reporting system provides the necessary feedback for project management to ensure quality of the works and that the program is on schedule. The rationale for a reporting system is based on accountability to ensure that the measures proposed as part of the Environmental Management Plan get implemented in the project. Reporting system for the suggested monitoring program operates at two levels as: . Reporting for environmental condition indicators and environmental management indicators Reporting for operational performance indicators at the CMU level. Volume5B Page 44 of 55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Julv 2006 Table 5.2: Environmental Monitoring Plan Attribute Project Stage Parameter Special Guidance Standards Frequency Duration Location Implementation High volume sampler to Three seasons per Along thle road (refer Construction C N be located 50 m from the AI per non 5r3 Air SPM, RPM plant in the downwind Air (prevention and year 24 hours table no 5.3) PRBDB SM RP,direction. Use method Control of Pollution) Sampling Operation and SO2 specified by CPCB for Rules, CPCB, 1994 Two seasons in a Along the road (refer analysis year for three years table no 5.3) PRBDB All essential PRBDB osrcin characteristics Along the road (refer PRD onstruction s Four seasons per year table no 5.3) and some of desirable Grab sample collected Indian Standards for characteristics from source and analyse Inland Surface Waters Water as decided by as per Standard Methods (IS: 2296, 1982) and Grab the for Examination of for Drinking Water (IS : four seasons for Operation Environmental Water and Wastewater 10500 - 1991) Surface water sources Specialist of the three years PRBDB CSC and PRBDB Equivalent noise levels Along the road (refer PRBDB Construction using an integrated noise Three seasons per table no 5.3) level meter kept at a year Hot mix / batching plant Nielvlon distance of 15 from edge MoEF Noise Rules, of i dBAy im dB (A) scale of pavement 2000ofdytm Noise Equivalent noise levels and night time Along the road (refer peration using an integrated noise Three seasons per table no 5.3) PRBD level meter kept at a year for three years. PRBDB distance of 15 from edge of pavement Threshold for each Along the road (refer Construction Monitoring of Sample of soil collected contaminant set by I Four seasons per year Grab table no 5r3e PRBDB Soil P,SRadOlto* acidifid_and_nalyse Hot mix / batching plant PRD acidifie and Oluig analsedpio database of USEPA Sampling Along the road (refer uperation Grease spectrophotometer until national standards four seasons for table no 5.3 PRBDB are promulgated three years PRBDB Borrow Construction As per Visual Observation Once in a month Borrow area location Contractor anrrecian Guidelines plantation Operation stage Rehabilitation Quarterly Areas where plantation PRBDB polantation Pg45o5Plani VoIumeSB Page 45 of5 5 Punjnb Stote Road Sector Project F.lIP (LUDHIAVNA - A,4LERKOTIA4) Jul 2006 Table 5.3: Environmental Monitoring Locations Environmental Component SI No. Chainage Location Remarks (Near by) 1 8.000 Gill Residential/Commercial . . 2 19.000 Dehlon Residential/Commercial Air quaity 3 42.5 Malerkotla Residential/Commercial Location of hot mix plant 1 Labour camp site (Drinking water) 2 Construction sites (Drinking water) Water quality 3 6.800 Gill Surface water (Stream) 4 15.600 Kaind Surface water (canal) 5 42.800 Malerkotla Ground water (Hand Pump) I Construction yards 2 8.000 Gill Residential/Commercial 3 14.000 Kaind Residential/Commercial * Noise monitoring 4 19.000 Dehlon Residential/Commercial 5 34.000 Bhogiwal Residential/Commercial 6 42.000 Malerkotla Residential/Commercial Soil quality At two locations Table 5.4: Desired Monitoring and Reporting Process and Responsibilities Format Item Stage Contractor CSC Consultant CMU, PRBDB Reporting from No. PRBDB to Implementation Supervision Reporting to Oversee Reporting World Bank and Reporting CMU, Field to EO, to TA PRBDB Compliance PRBDB Consultant Monitoring PIdentification for Pre - One Time One Time One Time One Time One Time One Time disposal locations construction P2 Setting up of Pre- One Time One Time One Time One Time One Time One Time Construction Camp construction P3 Establishment of Pre- Monthly Monthly Quarterly Quarterly Quarterly Quarterly Borrow areas construction Establishment of Before start of One Time One Time One Time One Time One Time One Time ___ HMP/ BMP construction Road Safety and Pre- P5 Traffic construction Monthly Monthly Monthly Monthly Quarterly Quarterly Management Arrangement for Pre- P6 T prange Land Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly Pollution Pre- During Imeitl P7 norin Crui Quarterly onng on receipt of Quarterly Quarterly Quarterly Monitorig Construction Monitoring results Tree cutting/Stump Drn P8 construction Monthly Monthly Monthil Quarterly Quarterly Quarterly Removal period Identification of P9 Source of water for Pre- construction One Time One Time One Time One Time One Time One Time Construction Details of earth During C2 w ork Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly work period Details of Hot Mix Drn C2 lat Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly _____ ____period Details of landfill During C3 Matins/ Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly locatons!penod Details of During C4 Machinery in Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly Operations period Redevelopment of During Hl C5 borrow areas construction Monthly Monthly Monthly Quarterly Yearly Quarterly C6 Safety Check List construction Monthly Monthly Monthly Quarterly Yarly Quarterly Volume SB Page 46 of55 Pujtiijh State Road Sector Project E.MIP (I UDH14N4 - ALERK0)T1,A) Juli 2006 Format Item Stage Contractor CSC Consultant CMUL, PRBDB Reporting from No. PRBDB to Implementation Supervision Reporting to Oversee Reporting World Bank and Reporting CMU, Field to EO, to TA PRBDB Compliance PRBDB Consultant Monitoring period During After Immediately Half C7 Accident Report construction After Accident A teon report Quarterly Yearly Quarterly period report C8 Pollution During Quarterly During Quarterly Quarterly Quarterly Quarterly Monitoring period Monitoring Enhancement During C9 Measures Cucion Monthly Monthly Monthly Quarterly Quarterly Quarterly Restoration of Immediate after CIO Construction Sites Construction One Time One Time One Time One Time One Time Quarterly 01 Pollution During Quarterly Quarterly Quarterly Monitoring Operation Twice a Monitoring of During Twice a year year 02 culvert opening and Op ing Pre and Post Pre and longitudinal drains monsoon Post FORNIS TO BE FILLED BY CMU/TA Form for keeping records of Consent CMU I contractor (To be Construction Quarterly Quarterly Quarterly Yearly filled by TA Consultant) Checklist for CMU2 Environment Inspection Summary Sheet (T ContuioQarel Half CMU3 be filled by CMU) Construction lQuarterly Yal The reporting formats are presented in the end of the EMP Document Volume 5B Page 4 7 of 5 5 V. 0 0 0 S 0 0 S 0 S S S S S S S S S S S S S S S S S S 0 0 0 0 v Puneijab State Road Sector Project E 1p(Lt/DHI4!r.4 - M1ERKOTLA) .IuI! 2006 6 INSTITUTIONAL ARRANGEMENTS The Punjab Roads and Bridges Development Board (PRBDB) has been entrusted the responsibility of * successful implementation of the Punjab State Road Sector Project funded by the World Bank. * PRBDB is headed by the Chief Engineer who will be responsible for the successful implementation of the Project. The Chief Engineer will be assisted by the Project Director, Contract Management Unit, Project Management Information System, Environmental and Social Expert at the head office. The Executive Engineers and supporting staff as Employers representatives nominated for the project will be responsible for the implementation of the Projects under his division. The PRBDB is a small and * efficient management organisation and is supported by a large number of competent highway professionals that can be drawn from the Public Works Department. The Environmental and Social Expert of PRBDB will look after the environmental issues during the project preparation, * implementation and operation with the assistance of the Environmental Specialist of the Project Design and Supervision Consultant. The structure is shown in more detail in Volume V section 9 and is summarised in Figure 6.1. The Construction Supervision Consultants (CSC) has planned to have 19 professional and sub- * professional staff and a support staff of 24, and this team will supervise the 3 contracts of package 3. The key staff will include the senior Resident Engineer and 14 full time engineers and quantity surveyors, plus short term inputs from a social specialist, an environmental specialist, a contract l zspecialist and a training specialist. The Environmental monitoring during the design and construction phase will be carried out by an Independent Environmental Reviewer who has been appointed for this project. During the operation * stage monitoring will be carried out by PRBDB with the help of the environmental monitoring l ¢agencies approved by the State or Central Pollution Control Board. 6.1 INTEGRATION OF EMP WITH THE PROJECT The environmental mitigation measures for the protection of the environment impacted by the project l *activities are presented in Table 3.1. Detailed environmental monitoring plans for air, noise, soil and l @water quality is presented in Table 5.3. Tentative reporting formats for the reporting of the environmental aspects of the Contract are also presented in the EMP in, these reports must be |* reviewed by CSC and discussed with Contractor and PRBDB within 2 months of mobilization of the S tContractor or before commencement of the works. Io ,0 *Volume 5B Poge 48 of 55 *0 Le Punj bSutte Road Sector Project EMP (I UDH14NA - M LERKOTIA) Jul), 20016 Figure 6.1: Institutional / Implementation Arrangements PRBDB * Project Director * * ESDRC Deputy Project Director NODAL OFFICERS Project Manager * Revenue Dept., etc. * /^ (Coordination) ^ / * Project Manager\ * / (Environment)\ CSC* Project Manager (Social) \ Environment 4NO *Executive Engineer t * Sub Divisional Engineer The environmental measures suggested as part of contract broadly fall into the following categories: . Specific Items shown in the volume of drawings, specifications and in the BOQ and l 0 summarised in this EMP. *. Management measures that are stand-alone items and can be implemented by the Contractor (as provision of oil interceptors, regulatory monitoring of environmental components etc) . Management measures that are to be taken up by the Contractor as part of permanent works in accordance with good engineering practices ; *Enhancement measures including measures not directly related to the road construction (enhancement of cultural properties, common property resources such as wastewater ponds etc). The environmental management measures have been incorporated into the permanent and temporary work items. Separate provisions have been made in the BOQ for the items which can be quantified separately. Other items that are specified but not priced separately in the BOQ are to be included in the Contractors rates. I . 0 Volume SB Page 49 of55 I i Punjab Sitte RoadS ector Project EMfP (LUDH114.1VA - If4ERKOTIA) Juli 2006 6.2 TRAINING The basic objective of giving training to different Stakeholder is to enhance their capabilities for implementation of Environment Management and Monitoring Plan. It is recommended that training be given at least 4 times both offsite and on site Before Start of Construction Work 0 During Construction During Construction During construction at site * Before de-mobilization of Contractor * After Construction before Start of Monitoring The training modules have been developed. Table 6.1: Training Module SI. No. Training Recipients [ Mode of Environmental Aspects Training Conducting l Training to be covered in training Agency SESSION-I (BEFORE START OF CONSTRUCTION WORKo s l Module-I Staff of PRBDB (Nodal Level), Lecture Overview. Need and Value CSC staff of CSC, PWD/ CMU Sessions, of Environment engineers, Engineering Staff of Presentation and Assessment contractor and collaborating discussion Government agencies Module-lI Staff of PRBDB (Nodal Level), Lecture Institutional Set Up CSC staff of CSC, PWD/ CMU Sessions, Role and Responsibility of engineers, Engineering Staff of Workshops & Stake Holders and contractor and collaborating Presentation Contractual obligations Government agencies. Module-Ill Staff of PRBDB (Nodal Level) Lecture Overall generic CSC involved in the project, staff of Sessions, Environment Issues, CSC, PWD engineers involved Workshops & Regulations & Statuary in construction, contractor, and Presentation requirements and collaborating Government Mitigation Measures 1 agencies I_I SESSION -11 Module-IV Staff of PRBDB (Nodal Level), Lectures; Project related Project CSC staff of CSC, PWD / CMU Demonstration related environmental engineers, Engineering Staff of sessions issues and mitigation contractor and other concerned measures agencies. Module-V Staff of PRBDB (Nodal Level), Group Environmentally Sound CSC staff of CSC, PWD / CMU Discussions and Construction Management engineers, Engineering Staff of action plan for & Environmentally, contractor. the project Sustainable operations of Highways Module-VI Staff of PRBDB (Nodal Level), Lectures; Group Supervision and CSC staff of CSC, PWD / CMU Discussions Monitoring, Reporting engineers, Engineering Staff of Formats contractor. Module for Training during Construction Module-I Staff of PRBDB (Nodal Level) Lecture Implementation of CSC involved in the project, staff of Sessions, Environment Management CSC, PWD engineers involved Presentation & Plan, Environmental in construction, contractor Workshops Friendly Construction Methodology and Workers Volume SB Page 50 of55 Punjab State Road Sector Project E.MP (I UDHI14V'A - MALERKO TLA 4) July 2006 0 St. No. Training Recipients Mode of Environmental Aspects Training Conducting * Training to be covered in training Agency modules Safety during Construction - Module-Il Staff of PRBDB (Nodal Level) Lecture Interactive discussion, CSC involved in the project, staff of Sessions, Monitoring and Reporting CSC, PWD engineers involved Workshops & System in construction, contractor Presentation Module for Training during Construction at Site * Module-I PWD / CMU engineers, Staff Lecture Environmental Friendly CSC of CSC, All Staff of contractor Sessions, Construction Methodology * Workshops & and Workers Safety Presentation Module-lI PWD / CMU engineers, Staff of Practical on Site Safety Practices CSC CSC, All Staff of contractor. _ * Module for Training before Contractor Demobilization Module-I PRBDB Staff, PWD/ CMU Lecture, Restoration of Site CSC engineers, Staff of CSC, Presentation Engineering Staff of Contractor. Sessions Module-Il PRBDB Staff, PWD/ CMU Lecture Reporting Formats for CSC engineers, Staff of CSC, Sessions, Restoration Engineering Staff of Contractor Presentation, Workshop and lesson learned After Construction before Start of Monitorin, * Module-I PRBDB Staff, PWD/ CMU Lecture Environment Monitoring CSC engineers Sessions, Presentation and Workshop Module-1l PRBDB Staff, PWD/ CMU Lecture Reporting Formats CSC engineers Sessions, Presentation, -_ Workshop 0 . . . *0oue5 ae5 f5 . I. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 S 0 - 0 0 0 8 0 - 0 - * SECTION 7: BUDGETARYPROVISIONS 9 0 9 Pu n job State Road Sector Project EP (I ITDHIN4. - ,114LFRKOT14) .Jul 2006 7 BUDGETARY PROVISIONS Mitigation measures proposed in the EMP will be implemented by the Contractor with the exception of the tree planting which will be implemented by the Department of Forest. The works to be undertaken by the Contractor have been quantified and the quantities included in the respective BOQ items such as earth works, slope protection, noise barriers, road safety features, and shrub plantation. Provisional quantities have also been included for additional measures that may be identified during construction and for silt fencing which will depend on the Contractors work methods and site locations. Items and quantities have also been included for enhancement measures. More general environmental management measures to be followed by the contractor have been included in the specifications and this EMP. These cannot be quantified and are to be included in the contract rates. The costs of environmental monitoring, which will be carried out by PRBDB, have been estimated and for which PRBDB will provide the necessary Budget. The noise meter for PRBDB monitoring will be purchased through the Contractor and has been included in the BOQ of this contract. The budgetary provisions for the implementation of the environmental management plan of the Project are presented in Table 7.1 and Table 7.2. Volume SB Page 52 of 55 Punjab State Road Sector Project EMP (LUDHIANA - MA LERKO TLA) Juay 2006 Table 7.1: Environmental Budget (Part A) Si. No. Component Stage Item Unit j Unit Cost (Rs.) j Quantity Total Cost (A) FOR EST CLEARANCE I P Compensatory afForestation 1:2 Ha. 902000 102.8 9,252.000 Forest Clearance Pre- land afforestation 2 Net Present Value Ha 920,000 51.4 47.288.000 _____ _ _ (A) Forest Clearance 56,540,000 (B) MITIGATION Relocation of Hand Pumps Covered in90 3 (Included in RAP) Budget 4 Pre- Silt Fencing M 1250 250 312,500 Water Construction Combined oil & Sedimentation No. 43,200 chambers 6 Oil Interceptors at Vehicle No. 2,200 2 4,400 parking areas Vegitative Noise Barier (4 Nos. 400 98 39.200 7 Noise Construction locations) Wall Barrier (Slocations) Cum 1760 130 228,800 (B) Mitigation cost 628,100 (C) MONITORING At 3 locations, three seasons 10 Monitoring along the road No. of 5,000in a year for a period of 2.5 120,000 Samples 500 years (Total 3x8 = 24 Construction Samples) Monitoring at Hot mix plant and No. of At 2 locations, three seasons 11 Air Quality batch plant Samples 5,000 in a year for 2.5 years (Total 80,000 batc plat Saples2x8 =16 Sample) Monitoring along the road at No. of At 2 locations. two seasons 12 Operation locations where monitoring was Samples 5,000 in a year for a period of 60.000 done during constructions three years (Total 2x2x3 Volume5B Page 53 of55 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) Jult 2006 Si. No. Component Stage Item Unit Unit Cost (Rs.) Quantity Total Cost 12 samples) Drinking water quality No. f At 2 location, four seasons 14 monitoring ot labour camps! ape 4.000 in a year for 2.5 years (Total 80.000 works site S p 2x10 = 20 samples) Construction At 3 location, four season in 15 Water Quality Monitoring along the road No. of 4,000 a year for 2.5 years(Total 120,000 Wate QulitySamles3x10 =30 Samples) Monitoring along the road at At I locations four seasons 16 Operation locations where monitoring was -do- 4,000 in a year for three years 48,000 done during constructions (Total I x4x3 = 12 samples) No. of At 5 locations, three seasons 19 Monitoring along the road No. 1.500 in a year for 2.5 years (Total 60,000 Samples5840Smls Construction 58=0Smls No. of At 2 location, three seasons 20 Noise Monitoring at construction yard No.pofs1.500 in a year for 2.5 years (Total 24,000 Samles2x8 =1 6 Samples) Monitoring along the road at N of At 3 locations. three seasons 21 Operation locations where monitoring was o, 1,500 in a year for 2 years (Total 27.000 done during constructions 3x3x2 =18 Samples) No of At 2 location, four seasons 24 Monitoring along the road Nomofs3,000 in a year for 2.5 years (Total 60,000 Samplestion2 xlIO =20 Samples) Monitoring along hot mix plant No of At 2 locations, four seasons 25 Soil adbthpatSmls3000 in a year for 2.5 years (Total 60.000 al bntcx plant Samples 32x10 = 20 samples) No. of At I locations four seasons 26 Operation Monitoring along the Road Samples 3,000 in a year for 3 years (Total 36.000 Samples l~1 Ix4x3 = 12 samples)________ (C)- Monitoring Costs 775,000 (D) ENHANCEMENT 27 Enhancement Sites(l) Construction Enhancement of Primary School No. 113.705 2 227,410 I'olume5B Page 54 of S5 Punjab State Road Sector Project EMP (LUDHIANA - MALERKOTLA) July 2006 Si. No. Component Stage Item Unit Unit Cost (Rs.) Quantity Total Cost 28 Enhancement Sites (2) Construction Enhancement of Temple No. 158,550 3 475.650 29 Enhancement Sites (3) Construction Access to Educational Institutes No. 20,000 17 340,000 30 Enhancement Sites (4) Construction Bus Bays No. 5,000 18 90,000 31 Enhancement Sites (5) Construction Sitting Arrangement No. 18,000 6 108,000 32 Enhancement Sites (6) Construction Waste Water Pond No. 10,000 7 70,000 33 Enhancement Sites (7) Construction Village gates No. 20,000 2 40,000 34 Enhancement Sites (8) Construction Rotory No. 50,000 4 200,000 (D)- Enhancement 1,551,060 Summary of Cost (A) Forest Clearance 56.540.000 (B) Mitigation cost 628,100 (C)- Monitoring Costs 775.000 (D)- Enhancement 1,551,060 Total 59,494.160 Contingency @_5% 2.974,708 Total Cost 62,468,868 Table 7.2: Environmental Budget (Part B) Si No. Component Item Unit cost (Rs.) Quantity Total cost (Rs.) I Training at HO, PRBDB 1.50,000 1 1,50.000 2 Training Before Construction at CMU (2 nos.) 1,50,000 2 3,00.000 3 Training Training during construction at CMU (2nos.) 1,40,000 2 2,80,000 4 Training during construction at site (2nos.) 1,40,000 2 2,80,000 5 Training Before Demobilisation of site at CMU (2nos.) 1,40,000 2 2,80.000 6 Training during operation stage at CMU (2nos.) 1,10,000 2 2,20,000 7 Vehicle Vehicle for E.O, PRBDB, for all the roads including rehabilitation 30,000 24 7.20,000 Total (Rs.) 2,230,000 Volhme5B Page 55 of 55 * ANNEXURE * * Annex 1.1 Typical Cross sections * Annex 2.1 Details of affected open wells, Hand pumps/ tube wells, waste * water ponds and schools * Annex 2.2 Detail of the Trees to be cut Annex 2.3 Details of affected Religious structures Annex 3.1 Locations of Soil Borrow Areas for Earth Work * Annex 3.2 Source of Aggregates and Lead Distance * Annex 3.3 Summary and details of cross drainage structures Annex 3.4 Details of proposed Lined Drains at Urban Locations Annex 3.5 Design and locations of Silt fencing * Annex 3.6 Design of Oil Interceptor and Combined oil and sedimentation * chamber v Annex 3.7 Design and location of Noise Barriers Annex 3.8 locations and schematic diagram of traffic calming measures Annex 4.1 Enhancement Site details * Annex 4.2 Conceptual drawings of Enhancement Sites * Annex 5.1 National Standards of Air Annex 5.2 National Standards of Noise Annex 5.3 National Standards of Water * Annex 5.4 Good practices in traffic control S . . S 0 0 S S S S S S S S S S * Annexure 1.1: Typical Cross Sections S S S S S S S - . . . Aneue11 yiclCosScin 0 . , , . ! . I . ,: 0 i>5 S: S o I K PROPOSED CENTRE LINE V 002 28000 (MINIMUM) 2100 1500 VARIES 1000 1500 7250 1 7250 1500 1000 VARIES TOE 11 00 PAVED PROPOSED MEilAN PROPOSED PAVED | 00 DRAIN 5 C SHOULDER CARRIAGEWAY CARRIAGEWAY SHOULDER | b SDBC FINISHED PROFILE CORRECTIVE ROAD LEVEL COURSE (PCC) WITH BM L\E , 3.0% / 2 w-30 ir 2 ~ G.L/ '----- - EXISTING Ct RLAGEWAY --\ DBM80/1 50mm - EXITING EMSO/S00- CARRIAGEWAY WMM.250-n TYPE .1A (R4Lov) GSB20nn SUR DE - SFOUR-LANE DIVIDED CARRIAGEWAY ON RURAL STRETCHES: OVERLAY DESIGN SUBGRAD 500-,n V- PROPOSED CENTRE LINE 280 X (INIMUM) 21+0 VARIES 1000 1500 7250 1500 7250 1500 1000 VARIES 1500 C: PAVED PROPOSED MEIIAN PROPOSED PAVED | TOE i SHOULDER CARRIAGEWAY CARRIAGEWAY SHOULDER DRAJN SDBC FINISHED SHfOULDER /;i \ WMM G.L 4EXISTING C-R-A / BC-SOmm =-EITN ARGWY S RIFY /DISMANTLE EXISTING f CLL 0/I10mm PAVEMENT TO REQUIRED DEPTH -PvE.ENT TNuCTURE NOTES:- BM.50/Om .- : C.. . O C.. .-. I R4L DLDAL.4-ANEOvEDLAA WMM=250mmL OF EXISTING HOC,. -URAC.4lLANE.NEW, RECOSsTDUCION CARRIAGEWAY SM BiTS-MINI0 s MACADAM SUBGRADESBXmm WMM WATERMIXMACADSM . . . sDsC SEMI DENSE SITL MINIS cONCRETE M DTCH SLOE TO SE ADJSTE WHEREEVE - NeEssAD AVOID L-I ACQUISITION TYPE l B (R4Lre) .. . - ROSA SAsA1 . S PE BC FOUR-LANE DIVIDED CARRIAGEWAY ON RURAL STRETCHES: NEW/ RECONSTRUCTION SDIESI1ONSRE50D DI To3SCACEDACD ONLY ADITTENDIIENsIoNS TO BE EDI COWED 3* 1 I 2r2 s2 _202f|222 - 50. ! 2S205 200W 5w =2IEK 222.1A IS W! o SO, 250 20052 Wim SCALE -COISITIS PROJECT I NAME ISITIALS DATE ITITLE -O |EUOM PUNJAB STATE ROAD SECTOR PROJECT DRAWN I TYPICALCROSSSECTION NOT TO SCALE CL : DUDHIANA-MALERKOTLA CENI PUNJAB ROADS & BRIDGES S= ;= ~ TMCHECKED PK 10.0'o.o. TYPE -I Na r~SI.or- ~DEVELOPMENT BOARD APOE TFDRG NO1. PRPLIC-0 KPROPOSED CENTRE LINE 003 22000 (MINIMUM) 2400 1500 1000 1 500 7250 I~) 7250 1500 1000 1500 z PAVED PROPOSED MEIIIAN PROPOSED PAVED I SHOULDER CARRIAGEWAY CARRIAGEWAY SHOULDER 0 0 sosc FNISHEDPROFILE COFRRECTIVE SHOULDR ROADCOURSE (PCC) WITH BM m G.L G_ _ BM--00ITM CARRIAGEWAY WMM.250-Tn GSED200n,n TYPE -IA (R4Lov) SURGRADED500IM FOUR-LANE DIVIDED CARRIAGEWAY ON RESTRICTED ROW RURAL STRETCHES: OVERLAY DESIGN PROPOSED CENTRE LINE 22000 ( NIMU..I 21000 1500 IDO0 1500 7250 4~0 7250 1500 10O0 1500 V PVEDPROPOSED MIEILAN 4 PROPOSED PAVEDZ la SOLECARRIAGEWAY I ARRIAGEWAY SHOULDER SHOULRRL.DERH.OVRA ROAD 0m AEEN OREURD ETHCanae Oe,a Nw/Reosnalo OIMAUALTLAEEERIALITRCOSO EISIG2rm 5 ye COS' CO2 M MMGB 5 EXISTSEINDENStRIAGEWAYOUSSCSCYAYI UEGMADTUEnTEXIYPEI-2 DRAIN) 22TY[0PE A N 0 0 0 0 0'20 20 1 LESOE OR DUTDWEESRSCSAAT on A DOACY 8011O 302PVEEN031RQURE00Fr Typ BC DB0 BC, DBM E0M WMM 20 000S 4~ EOARIARL, AUSPE. NRIRFCOFOR-ANEDIIDDTCRRAGEAYONRESRITE ROW RURI TRTCESINEG REOSTUTIN350300 2A0 1 010 ,2020 0 TAL IS TESL.SSINIOSC MILL IEIRRLSSS TREWRSRSIAIFEDW03Y 1 49215000 2A 50 00 50 O1 501 250 200J 000 DIME -SON AREM NOUSE SCALEDAND OSOWIE LTNSOSI FLOILD50 23800 240750 2A 0 80 5:1 I' 00 250 200' 500 2000030 200 20 - 80 so0 0 50i 250 200 500 I DTI, OR ESL ~EIE NEE SCA LE . COLDIAI ALT I.DTY PROJECT - _ STATE OAD SCTOR POJECTDRAWNNAME I INITILS DATE ITILE: BORDRWSTRIDPUNJAB SAERASETRPO CTTYPICAL CROSS SECTION S AW6W 10.06.06 NOT1T0 SCALE LUDHIANA-MALERKOTLA CUIENT: DEIN ED A 0.6 PUNJAB ROADS & BRIDGES CHCE.i F 000 YE2 ______________P_____-CK '- (ft"-1 DEVELOPMENT BOARD MT - 0 E I0 eWI5E C C5FIC16 I E0APPROE ~ .. 00.4 ORG NO PSRSP/LM/C-0 1/ PROPOSED CENTRE LINE 004 22000 (RMNIMUM) 1500 1500 7250 1St)S 7250 1500 1500 PAVED PROPOSED ME IAN| PROPOSED PAVED 0 SHOULDER CARRIAGEWAY | CARRIAGEWAY SHOULDER > SDBC FINISHED PROFILE CORRECTIVE BUILDING LINE R i E | / COURSE (PCC) WITH BM WMM EMM- - IEXISTING CARRIAGEWAY DBM=80/1 1ftm OF EXISTING DANTP BM-S0/m - CARRIAGEWAY WMMI2sVI20 GSE.S20mm SUBGRADEMSO5m0 TYPE - 3A (R4Lov) FOUR-LANE DIVIDED CARRIAGEWAY ON URBAN STRETCHES: OVERLAY DESIGN K PROPOSED CENTRE LINE 22000 (MINIMUM) ______ _____ 1PAVEMENT STRUCTURE 1500 1500 7250 150 7250 1500 1500P EMNSTU UR PAVE PROPOSED MEIN POSE PAVE 1 , Chalnage Overlay New I Reconstruction PVDPROPOSED |ME lAN PROPOSED PVD 0 _ If FonT Type BC DBIVI BC. DBM~ BMI WMM. GSB SSG > HUDRCARRIAGEWAY CARRIAGEWAY SOULDER Zf 90'60 A S o s 0 S 5 0 0 59 1300 13425 3A 50 80 50 80 50 250 200 500 I 13600|13750i 3A 50 80 50; 80 50; 250 200 500 S 1930019900 3A 50 80 50 80 50 250 200 500 POFILE CORRECTIVE B20300 20425 3A 50 80 50 80 50 250 200 500 COURSD(FC) WITH DBM WMM 34750 35450 3A 50 80 50 80 501 250 200 500 2 \ % - 5% 35450 35800' 3A 50 110 50 110 - 250 200 500 37900 384001 3A 50S 80 50 80 50l 250 200 500 13425 13600 3B - - 50 80 50 250 200 500 19900 20390 3B - - 50 80 50 250 200 500 - -- GL 20425,2-060 3B - - 50 80, 501 250 '200 500 SCARIFY I DISMANTLE EXISTING NOTES:- OF EXISTING PAVEMENT TO REQUIRED DEPTH ,IS RJlo K TSSL. OCT-STAT BM=50o0-m CARRIAGEWAY C ATICRTITCCSITE TE WMMN2I0mm M25 .5- UMIIOLTS MACADSI GSBw200m SIIM WATER .ITA MA ADIAM SUBGRADE=500WM SIDE STM-ST) A-ICSIF AURRESI g EDL NE--SR To AT1 VIA IAND *LQLCTSI I 101 5 TYPE - 3B (R4Lov) I UROADS XS As VMS ISI' FOUR-LANE DIvIDED CARRIAGEWAY ON URBAN STRETCHES: NEW/ RECONSTRUCTION t. DIMENSIONS ARE NITS 71 SF SA EDANT S WRITTN DIMENSIONS ID SF Ol TAFT, | |ESCALE COUSIC PROJECT: AMEHNITIA IH IN _____SC_a_ PUNJAB STATE ROAD SECTOR PROJECT DYRACN NLE I NSLS DT TTLIE W-- -DR aN N a 10.06.06 NOT TO SCALE ILUDHIANA-MALE.RKOTLA GUSH'S DESIGNED3 AS At 10.06.06 PUNJAB ROADS & BRIDGES CSECKEO | P io.oe. TYPE-3 C.nc or O CAFILES rO- P-M-3 DEVELOPMENT BOARD |APPROVED 1. -03 APPROVED S~ ES D DOD NO' PSRSPILM/TC - 03 005 VI PROPOSED CENTRE LINE VAIS7250 ISL 7250 VARIES SIDE WA PROPOSED MEIAPROOSED 7 SIDE WALK CARRIAGEWAY CARRIPAGEWAY - - -- L |EXISTING CTRIAGEWAY - | DRAIN CAPE 8 EDSM=80m CE OF EXISTING BMsSommCARRIAGEWAY SU8GRADE=SROOmm TYPE - 4A (R4Lov) FOUR-LANE DIVIDED CARRIAGEWAY ON URBAN STRETCHES WITH RESTRICTED ROW: OVERLAY DESIGN RI PROPOSED CENTRE LINE VARIES_____ 7250 15130 7250] VARIES GCARRIAGEWAY CARRIAGEWAY | T500 E I R4LII RUAL I-N OIERLAY FINSHE PROIL CORRECTIVEG NOTS: EISIN CARRLAGEWAY DANTP DBCF RUURAL.EDIIANS CE ETA OM TR HEXSTN PAVEMENT TO REUIRED DEPTH PAVEM ENT STR UCTU RE ARM REUSOPOSEUMINCENSREACADA SM DIEL'I.IVIOUS SACARASSM5m CRAEA FrComa -g To Type BC DrBM' BC DBM BMI WMMt GSB SSG WVIRI WA720R tL R ACA5 V 43100E 43325 4A 50 80 50 80 50 250 200 500 SORD SEER DERSEBITEUMD20EUSCD4CRETE G'B-245EA5 8 0 05D2 7 RttFER DRAWING SW FOR SCREREILE RR SIREWALE RELTER fKDRAIN WIDER wmTYE4 RLv 43325 43425 4A 508 50 80 I50' 250 200 500 4 ROAR MARKEINC AS ER IR SU3GRADE=SOmm S ECLDIESSIOSAISAR 0TBSLEOEODEANO.LESDEEWRISESECDIRYIISlUtOLUE FOUR-LANE DIVIDED CARRIAGEWAY ON URBAN STRETCHES WITH RESTRICTED ROW: NEW / RECONSTRUCTION 7 FWSuSSF(S.IAEISWrm P cROVIDE f00mnFVCDACTACROSS (OR ROADF OEUTILIT CROASPISAS DIRECEDBY ThEENAINEER 06115 DSCLSE EDASSITSSS( PROJECT: \ NAME IINmALS IDATE TILE'E ___r FINISHE PUNJABSTATE ROADSECTORPROJECT CTIVN E I| TYPICALCROSSSECTION I ADESIGNED AS 10.06 CE ETXPNIBRODS&BIDETIDRINCYPE B L5.60 YE. 06 M~N0 RU0 SCeSD165COFL 96P60 5KEI-DEEL PAVMENT BOARDEAUIRE D DEPTH iPoEMENAT NTRUCTREP IT 0 LB=0 FEITN hiae 0!ra, Nw/Rcntuto 006 'PROPOSED CENTRE LINE PROPOSED RIGH[ OP WAY (45000) VARIES 1500 VARIES 1000 15W0 7250 34) 7250 1500 1000 VARIES 1500 VARIES TOE SCPAVED0 PRO OSED ME IAN PRO OSED PAVD TITTO DRAN HOULDER #RIAUEAAYSARRIAGEWAY SHOULDER1 I DRAIN 00 SUEGRA_DROAD LEVE CA00 9150 I 0 10 50 10 7 2500 500IES 2C-4722 M - I D 11 0 250 205 D9 M=110mm (L OF EXISTING WMM=-250mm CARRIAGEWAY GS5S200,m SUB3GN RADE Om TYPE-5 FOUR-LANE DIVIDED CARRIAGEWAY FOR BYPASSES PAVEMENT STRUCTURE FTr Tm SCADC D LBC DBLM BM H WMM|GSB,TSSG 6800.9150 j 5, ' 5 , 250 200 500 24675E27275t 5 - 501 110- 200 500 l 9 - -- M |PUDNJA B ROADS & BRIDGES CHECKE v lOM ,o.eW TPESRS/C8 SO ~R04U ~0604 SAE C COOFIL ,Ss-~ B~EII EVEOPMET BARDAPPRVED~sj 10.004 RG D PSSNOTES:-o 007 EXISTING CENTRE LINE 2500 / VARIES (VARIES) 7d0 (VARIES) 2500 / VARIES SIDEWALK EXISITNG CARRIAGEWAY j SIDEWALK 1000-1500 (VARIES) L z I 1000-1500 (VARIE1S) 0- ttD D v x FINISHED !m C3 BRICK EDGING SHOULDER \% tz MATERIAL \\| -2v k.5 , .2 , .l l 5% -3.0°/ :It;.% w@' -~ EXSIN----- ------ ------ ----- - G. b - EARTH1 FILL / " EXISTING CAhRIAGEWAY DRAIN TYPE B ONE LAYER OF SDBC 30mm INCLUDING PCC NOTES:. | PAVEMENT STRUCTURE I SDBC. SEMI DENSE BITUMINIOUS CONCRETE OF EXISTING CHAINAGE OVER EXISTING I ROAD MARKING AS PER IRC CARRIAGEWAY IFROM_ O TC Type TOSDBC REMARKS 3 ALL DIMENSIONS ARE IN MILLIMETRES UNLFSS OTHFRWISE SPECIFIED 4. DIMENSIONS ARE NOT TO BE SCALED AND ONLY WRITTEN DIMENSIONS TO BE FOLLOWED 0+000 1+472 6 30 Through Gill Village 0+000 1+029 6 30 Through Pohir Village TYPE-6 TWO-LANE CARRIAGEWAY ON URBAN STRETCHES: OVERLAY DESIGN N01E SCALE. COSALAVI PROJECT: NAME/INrIALD DATE TITLE ll@M PUNJAB STATE ROAD SECTOR PROJECT DRAWN R - '00606 TYPICAL CROSS SECTION NOT TO SCALE -- LUDHIANA-MALFRKOTLA .-l3 .. .... -- CLIENT: ILPUNJAB ROADS & BRIDGES CHKED TYPE;6 NB 010 Gl mfMNE 0Ow or CADFILL. FO -W3(W1 EEOM N OR APPROVED TCF .E 1060 DRO NO. FSRSP/LNTC-0 0 0 0 0 B 0 0 0 0 0 * Annexure2: 0 * Annex 2.1 Details of affected open wells, hand pumps and tube wells Annex 2.2 Detail of the Trees to be cut Annex 2.3 Details of affected Religious structures 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S 0 0 0 0 Punjab State Road Sector Project EMP: ANNEXES (LUDIIANA-MIALERKOTLA) July 2006 A Annex 2.1 Details of affected open wells, hand pu ps and tube wells -Type of Community SI.No Existing Chainage Distance from ECL Side 1 15+433 9.74 LHS Open wells 2 15+852 25.53 LHS Hand Pumps 1 10+058 12.03 LHS 2 10+842 9.65 RHS 3 10+843 11.42 RHS 4 11+145 14.8 RHS 5 11+598 13.45 LHS 6 12+842 11.04 RHS 7 13+202 11.37 RHS 8 14+776 8.42 RHS 9 14+783 7.43 LHS 10 14+851 6.81 LHS 11 15+227 21.81 RHS 12 16+242 9.27 RHS 13 16+266 11.11 LHS 14 16+816 13.6 LHS 15 16+831 12.2 RHS 16 16+842 12.25 LHS 17 16+880 10.28 RHS 18 17+748 9.17 RHS 19 18+025 15.08 RHS 20 18+653 13.07 RHS 21 18+923 9.25 RHS 22 19+809 9.37 LHS 23 21+409 8.19 RHS 24 23+871 8.49 RHS 25 24+132 10.49 LHS 26 24+282 7.92 LHS 27 26+442 16.4 LHS 28 26+786 10.25 RHS 29 27+003 9.37 LHS 30 27+539 8.88 LHS 31 28+089 9.56 RHS 32 28+150 12.45 LHS 33 28+460 12.16 LHS 34 28+661 9.58 LHS 35 29+329 8.65 RHS 36 29+363 9.79 LHS 37 29+847 10.7 RHS 38 29+912 9.31 RHS 39 29+956 9.74 RHS 40 30+052 8.92 LHS 41 31+401 8.6 LHS 42 31+886 12.16 LHS 43 32+681 11.45 RHS 44 32+773 7.64 LHS 45 33+950 10.21 LHS Volume 5B Page I of 7 Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-VMALERKOTLA) July 2006 -Type of Community SI.No Existing Chainage Distance from ECL Side 46 34+473 8.53 RHS 47 34+480 10.21 LHS 48 34+781 6.44 LHS 49 34+789 5.19 RHS 50 34+847 8.86 RHS 51 34+883 8.63 RHS 52 34+892 10.78 LHS 53 35+020 9.54 RHS 54 35+828 8 LHS 55 35+831 10.13 LHS 56 36+256 12 LHS 57 36+502 10.92 RHS 58 36+594 11.53 LHS 59 36+833 9.35 LHS 60 37+305 12.15 LHS 61 37+670 14.75 RHS 62 37+846 3.52 LHS 63 39+385 12.75 RHS 64 39+451 11.97 LHS 65 39+768 11.28 RHS 66 39+965 13.21 LHS 67 40+377 8.2 RHS 68 40+494 11.17 RHS 69 40+643 5.2 RHS 70 40+822 7.96 LHS 71 41+481 10.59 RHS 72 41+553 11.05 RHS 73 41+576 10.7 LHS 74 41+760 11.57 LHS 75 42+380 9.94 LHS 76 42+518 10.26 LHS 77 42+596 11.61 LHS 78 42+604 11.76 LHS 79 42+833 9.36 RHS 80 43+002 7.73 LHS 81 43+135 8.13 LHS 82 43+742 8.78 LHS 83 43+845 8.4 RHS 84 44+182 9.72 RHS 85 44+529 9.6 RHS 86 44+697 10.74 RHS 87 45+139 9.57 RHS 88 9+320 9.75 RHS Tube Wells 1 32+756 9.1 RHS 2 42+817 9.71 RHS Note: Relocation of water sources to be managed by PRBDB in consultation with owners. Volume 5B Page 2 of7 Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-MALERKOTLA) July 2006 Annex - 2.2a Details of the Trees to be cut (Girth wise) Total Chainage Girth Size (cm) LHS Girth Size (cm) RHS No. of From To 30-60 60-90 90-180 |80| >270 30- 60 90-180 |80 | >270 Trees *_ _ 270 __ 60 90 {270 _ _ 6+000 6+800 11 7 6 1 1 4 4 7 41 6+800 8+700 Gill Bypass 8+700 10+000 68 31 15 3 2 62 38 27 4 2 252 10+000 11+000 67 41 17 5 1 124 92 33 9 1 390 11+000 12+000 146 64 25 9 113 65 24 5 1 452 12+000 13+000 63 66 46 9 4 38 18 35 4 4 287 13+000 14+000 4 47 110 2 17 48 63 10 301 14+000 15+000 20 28 28 4 2 12 18 47 10 4 173 15+000 16+000 23 21 24 3 3 10 7 16 3 2 112 16+000 17+000 94 94 31 3 1 65 31 28 1 2 350 17+000 18+000 107 93 46 10 100 90 28 5 479 18+000 19+000 45 37 35 17 1 70 45 35 23 2 310 19+000 20+000 5 18 25 6 7 1 5 9 6 82 20+000 21+000 16 17 39 7 5 7 44 10 145 21+000 22+000 52 42 31 4 2 59 26 31 11 3 261 22+000 23+000 113 77 37 21 1 127 32 18 19 6 451 23+000 24+400 13 19 36 16 3 63 10 23 11 6 200 24+400 25+700 Pohir Bypass 25+700 26+000 2 1 7 1 16 2 10 39 26+000 27+000 7 35 5 2 9 11 10 8 1 88 27+000 28+000 3 20 92 14 1 32 15 57 6 240 28+000 29+000 42 14 46 4 1 123 13 33 2 1 279 29+000 30+000 12 17 29 1 70 11 19 159 30+000 31+000 60 59 47 4 112 88 83 4 457 31+000 32+000 60 32 81 15 100 53 102 10 453 32+000 33+000 65 43 51 7 112 32 62 6 378 33+000 34+000 80 66 69 6 152 46 36 5 460 34+000 35+000 77 47 41 7 1 66 32 39 7 1 318 35+000 36+000 69 81 21 2 99 25 12 309 36+000 37+000 103 74 17 1 157 61 11 1 425 37+000 38+000 61 54 21 7 55 5 16 2 221 38+000 39+000 67 29 22 5 1 143 17 28 12 2 326 39+000 40+000 45 14 23 5 1 85 12 30 5 2 222 40+000 41+000 46 25 39 42 10 26 5 1 194 41+000 42+000 39 23 31 7 1 39 17 36 10 3 206 V'olume SB Page 3 of 7 Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-MALERKOTLA) July 2006 42+000 43+000 26 16 14 13 1 8 5 8 17 3 111 43+000 44+000 9 37 8 5 7 19 3 1 89 44+000 45+000 18 12 10 1 7 6 4 3 61 45+000 45+200 15 5 2 17 5 44 Grand Total 1731 1 1336 1299 237 37 2299 1006 1123 249 48 9365 Note: all trees cutting to be mitigated by plantation at 1:2 at sites to be established by Forestry Department and monitored by PRBDB I'olume 5B Page 4 of 7 Punjab State Road Sector Project EAIP: ANNEXES (LUDHIANA-AIALERKOTLA) July 2006 Annex - 2.2b Details of the Trees to be cut (Species wise) Chainage LHS RHS From To Dek Eucalyptus Sisham Toot Kikkar Arjun Srihin Neem Pipal Others' Total Dek Eucalyptus Sisham Toot Kikkar Arjun Si ihin Neem Pipal Others* Total 59 6 3 0 3 9 4 0 0 4 0 2 25 2 0 6 4 2 0 0 0 2 0 16 9 10 44 0 14 9 2 I 0 8 2 39 119 27 I 12 25 17 0 2 6 2 41 133 t0 II 70 0 6 30 6 0 0 0 2 17 131 173 0 17 27 12 0 I 0 2 27 259 11 12 98 0 IS 49 8 0 0 0 I 73 244 87 0 16 59 13 0 0 0 0 33 208 12 13 8 22 14 22 16 0 0 0 4 102 188 19 13 4 39 6 0 0 0 3 IS 99 13 14 3 135 9 10 2 0 0 0 I 3 163 10 70 16 17 3 0 0 8 2 12 138 14 15 33 26 8 5 5 0 1 2 0 2 82 18 43 it 3 5 0 0 2 I 8 91 15 16 8 9 10 IS It 0 5 2 9 5 74 5 9 3 3 7 0 2 3 0 6 38 16 17 154 5 23 7 It 2 17 I 0 3 223 68 0 22 9 5 7 12 3 1 0 127 17 18 147 0 37 34 8 0 13 9 1 7 256 152 0 23 8 12 9 13 6 0 0 223 18 19 37 0 43 19 14 2 5 II 0 4 135 66 0 41 25 19 0 18 2 2 2 175 19 20 to 5 5 6 10 0 0 0 15 10 61 I 0 6 3 6 I 0 1 3 0 21 20 21 2 0 35 11 26 0 I 2 1 I 79 0 0 24 4 34 0 I 3 0 0 66 21 22 57 2 14 27 17 0 I 3 I 9 131 45 2 25 22 16 2 I 0 5 12 130 22 23 74 16 47 67 6 0 3 2 1 33 249 65 7 40 50 5 I 0 0 8 26 202 23 24 II 11 26 13 9 1 0 1 6 9 87 19 7 20 25 8 I 0 2 12 19 113 24 25 4 48 1 0 0 0 0 0 I 2 56 I 39 2 2 0 0 0 0 I 1 46 25 26 0 0 6 3 0 0 0 0 0 2 11 0 0 2 16 4 0 I 0 0 5 28 26 27 0 0 11 9 19 0 0 2 5 3 49 3 0 14 14 2 0 0 1 3 2 39 27 28 4 118 I I I 0 0 0 2 3 130 22 33 15 1 5 0 I 2 I 30 110 28 29 44 40 12 3 0 0 I 1 4 2 107 109 27 23 0 2 0 0 0 3 8 172 29 30 22 18 15 0 2 0 0 I I 0 59 53 7 24 4 I 0 0 0 0 II 100 30 31 135 16 12 1 0 0 5 0 0 I 170 197 63 7 IS 0 0 2 0 I 2 287 31 32 82 50 21 II 0 0 IS 1 0 8 188 108 62 28 30 0 0 I 0 I 35 265 32 33 66 2 32 4 5 I 42 It 0 3 166 85 24 34 6 0 2 0 IS 0 46 212 33 34 81 0 27 25 4 0 63 8 0 13 221 95 0 27 24 0 0 0 6 0 87 239 34 35 32 0 30 60 3 0 IS 3 3 27 173 43 0 17 24 8 1 24 16 7 5 145 35 36 46 0 4 25 2 66 I 12 2 15 173 34 1 2 24 7 0 0 27 I 40 136 36 37 61 0 3 II 6 97 0 t0 0 7 195 39 0 5 7 5 48 0 IS 0 H- 230 37 38 40 0 it II 6 58 0 7 0 10 143 14 0 9 7 2 4 0 7 3 32 78 38 39 73 0 22 5 5 0 II 6 0 2 124 118 9 34 15 3 0 2 16 0 5 202 39 40 50 0 24 2 3 0 5 I I 2 88 83 3 32 7 4 0 0 I 3 I 134 VolumeSB Page 5 of 7 Punjab State Road Sector Project EAIP: ANNEXES (LUDHIANA-MIALERKOTLA) July 2006 Chainage LHS RHS From To Dek Eucalyptus Sisham Toot Kikkar Arjun Srihjn Neem Pipal Others' Total Dek Eucalyptu Sisham Toot Kikkar Arjun Srihin Neem Pipal Others* Total 40 41 51 28 6 4 4 0 3 9 I 4 110 35 It 9 7 8 0 5 6 0 3 84 41 42 35 19 15 18 5 0 0 0 4 5 101 39 21 23 4 4 0 3 6 I 4 105 42 43 20 0 9 7 8 0 0 16 0 10 70 7 0 4 0 0 0 I 24 0 5 41 43 44 2 42 0 0 5 0 0 0 4 I 54 4 20 I 5 0 0 0 0 2 3 35 44 45 8 3 0 3 12 0 0 I 2 12 41 8 2 0 0 5 0 0 0 2 3 20 45 0 19 I 0 0 0 0 0 0 0 20 2 18 3 0 I 0 0 0 0 0 24 Total 1615 634 572 536 245 228 207 134 74 451 4696 1756 490 601 535 231 76 90 178 72 640 4669 LHS RHS Total Dead 79 36 115 Date Palm 169 3 172 Amaltas, Bargad, Kassod, Pilkhan, Papri, etc.) VoIlumeSB Page 6 of 7 Punjab State Road Sector Project EMP: ANNEXES (L UDHIANA-MIALERKOTLA) July 2006 * Annex 2.3 Details of affected Religious structures SN. Chainage Distance Poorp S.o k) Type from Side Type of Affect (kin)XCL (m) Sania *d hi Parriall affected 1. 21-405 Baba I 3.8 RHS Cmpud \i Harij (CipouiI\all ang 2 719 Tern LH PariiaIIN altfecied pie icompound Walh Note: Consultations with the above have been carried out and compensation agreed in principle as reported in the Resettlement Action Plan. Enhancement of the affected sites will be executed by the Contractor to plans approved jointly with the above and the Supervising Consultant. Voue5 ae7o Annexure 3: Annex 3.1 Locations of Soil Borrow Areas for Earth Work Annex 3.2 Source of Aggregates and Lead Distance Annex 3.3 Details of cross drainage structures Annex 3.4 List of proposed lined drains at urban locations Annex 3.5 Design and Locations of Silt Fencing Annex 3.6 Design of Oil Interceptor and combined Oil and Sedimentation chamber Annex 3.7 Design and Locations of Noise Barrier Annex 3.8 Locations and Schematic diagram of Noise barrier Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-MALERKOTLA) Julv 2006 0- Annex 3.1 Locations of Soil Borrow Areas for Earth Work Nearest Project Lead From S. No. Village Name road Project Road Type of Material Chainage Road in km in km LM- BI Bula 12.00 3.00 LHS Selected Fill LM - B2 Mommanabad 29.00 4.0 LHS Selected Fill LM - B3 Mommanabad 29.00 4.0 LHS Selected Fill LM - B4 Baliwal 40.00 2.0 LHS Selected Fill LM - B5 Malerkotla 43.00 2.0 RHS Selected Fill Note: Environmental Management measures C.2. 1 and C.2.4 to be followed by Contractor and Monitored by Environmental Specialist of Supervising Consultant and PRBDB. Locations of Borrow areas Volume 0B Page I ofI1 Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-AIALERKOTLA) July 2006 Annex 3.2 Source of Aggregates and Lead Distance Source S.NO Source Type of Aggregate I Burj Kotion Aggregates and Sand 2 Bharatgarh Aggregates and Sand 3 Ghaggar River near Tepla Sand 4 Sutlej River bed near Nagar Sand Lead Source Project Distance from Burj Kotian Distance from Bharatgarh Road Crusher Location in km Crusher Location in km Ludhiana 135 km 95 km Malerkotla 135 km 135 km Note: Environmental Management measures C.2.3 and C.2.4 to be followed by Contractor and Monitored by Environmental Specialist of Supervising Consultant and PRBDB. S Ialnudhar Nawanshahr j.1' I'hifl. Rr . Nalagarh Rupn agamn..h. S.hih 21 ' s, K . Burj Kotian 95 R...I .. ,.b1 h S:he1 b 95 r orind a h r22 3 .. -1 K.... -sa SAS A arala Chandigar t Gib.r: Kbanna Mubarkpur Hal-ra ~~Fatehgarb Sahebl r,h{ R k t Sfherx Majk i";eiCan Raikot Amlob" i:r I mti Jh-P-r 64.lAl31 rK 1 6 5 Si aapra l'r.lh.a. l leep apua4,,22 * 7' n n 't4 Barnala Amnkla rbala jh"i Irr lt6. 314 ~ 73 64> 65 Sangrmr 71 Legend: |SI rrjfr R G,..r Q.m,r UI..y£1.. Agtt.l. ..,, Locations of Sources for Material Page 2 of II Voue5 Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-AlALERKOTLA) July 2006 Annex 3.3 Summary and Details of Cross Drainage Structures Summary of Cross Drainage Structures Culverts Existing New Bri ges New Total Widening Replaced Byp ssed Total Wid ning Rep aced Bp assed Slab Pipe Slab Pi pe Slab Pipe Slab Pipe Slab Pipe Maor Minor Maor Minor Major Minor Major Minor 29 12 26 2 1 7 3 1 5 0 2 2 2 1 0 1 0 0 Volume 5B Page 3 of II *fl@e@eeeee@@@@e@ @@e*@e@eee@@@eS@@ Panjab State Road Sector Project ESIP ANNEXES (LUDHJANA-MIALERAOTLA) Jot;~ 2006 Details of Cross Drainage Structures LUDHIANA-MALERKOTLA ROAD I Chalnsga -CONs.. Pro.posad Minintun E-iatlo VoiaIngonD..llo WidaniglftomEoltl,,9ftoadEdga PIopoadaoad[ RatoumWa11 ApptoohSla111 LaNSW.D..ao RIght SIdaD,a' Crah ahtRant NalV-nt0a.. No: T - - -- Road LavaI LaIt AD WIdth ItCL halght ao C.1Van Math Etatlo Pl.Rop d Propasad atCaoan Laoatan- CD Typo Span HoIght PtoPOs Total IVVan-,g LaNt Rih I. OL Span HaIght 000875 71I 250 075 240 003 2100 210 15 15 02 C N O RI TOE DRAIN NO POIENWCL RTI 0 2n I Ow 7050 OI 250 2459 2100 20-Cl - - - N TEDAN TERIN NO PROVIDE NEW CULVERT 1 A2n Ott 2 - --all 21 1 S --- 3 0 820 0/I 252 775 250 53 - 200 21 0 laS5 10 5 2 245 C R Wl NO TI RP O RI E ROI0NWAVO 2 A 00.00 9/2 252 500 249 010 2000 210 10 5 os 2 730 Cl 0W2 NO T00 TRAIN TOE DRAIN YSE PROVIDE NEW CULVERT I10 1 2 Sn i-- __ -- - - -- 4 I S I 0.0100 9-050710 I 2124 250300 II0 SC totS 0700 22 000 9 ,II 63 WA 509 0S 0080 Cl R NOS TMETRAP. TOERDRAIN NOS EXTEND 2 t1. 0 8107 2 t2/l 25 5 714 24 40 2I i o t o 0 1 21 NOA II900 " 030 7000.9 2024 ' Cl 0 VV2 YSE TOE TOR A TOE D0A15 YES E XTEN D 7 191)42 11004 12O 25410215 2495NO 1120 AC loiS 1 21000 t2 700 000 704NotIL NO 70VE00D*M IVERED0MAIN TE o 12.402 52o0t2 131t 252 t7T 240 530 11 00 AC I 25 60 2100 IO A 40 0510 2047 C20NI2 YES I- EREDR CAR RA1E0015 TEA. E XTEND bob474 ~135106 1411 2519 215 200 WA0 to 2o PC oR0 O A 20 450807 12l03 0315 NIL NA COVERED 00 A15 COVERED DRAIN N O EXTEN D 10160 500 St 400 202 10 NC lt2 OA 2 A 4 50 41 40 RO I NIL NO CAVOMDAIN CVOEEDMAIN NOS EXTEND I-- - - - - - - - - - - - I SC 2I 1IIIIN 21 M R9IN} YES- 12 503 1 5044 1. 13 200200 240 330 12W SC 2.3 R IN40 21 WA ,15 IOW 329 7 05it I0523 W EM 700 DRAIN TbE TRIN YES EXTEND t4 I8oOt1 18.01 19/2 25 132 2502080 775 NC 13 t 500 219 WA0 14250 6 53 0727 4752 1 St 003 RR ES 700RE TRAIN TOVERE DRAIN NOESE 211 25 02SC 1.11"RW O OVE COACIN O.ETE TRAIN YES REAINENTENROPOE . 1 is AC toO 1200112lRWA lOWAl I IIOVRTRI 14 lo8l11 30 17 250100 240 Mt 1000DD0453 0547 0502 C3 NOOWlW ULERTES 0 2t.7971_ 200004 8 -5 S- 12 17 -3 024 YWl NO OOREDRIR CA CTORAM N YEA. RAINETRPAA I0n IA 291 24040 SC 2 iOA 79 95 7 08 IT 2.91 200812 249803 24 981 T - -D I -M 10 2.2 28 470 2000( 14 1 10 10 A 0334 540 00 2- RC 0 Ol TEDAN N ERTEND 10 130 1a 2I70 21W 1 8500 03 1 078 3 Ol YA T0O TETAN YAETN 10 9 210794 22.135 23IT 251 130 240 700 DO- 00 SOC 1a26I --t400 21 WA 1NW 5 IS 54 27 C2 002 RES 70TO OR TOE DRAIN YEA EOEN L20 3.401 230027 2410 2497 405 30 C 115 0 1 0 5 510 3 5209 02 NIL NO COVERED DORAIS COVERED DORI NO ETN 21 23.80 24+145 2SI 250 417 240700 12 50 PC ItO 3 21 WAO IA 5 501408 5 352 0 717 Ct NIL NO IVOREDE DRAIN COVERED DRAIN NO PROVIDE NEW CULAERT I 1 0. I Am A 22 24.374_ 240703 252 2903 2794 IT AC 1.0 0 1ON0 20M W I 3 -02006 t2 200 1 073 02 RW1 Y3 T.ARI001 TAC TRAIN YEA EXTEND 23 25.200 20/1 251 072 240 451 - 20 WA 21 WA lOt 10 20621 CO 0002 YE 100 DORAI TOE TRAIN TEA PROVIDE NEW CALVERT I 0 2 On A Sn 24 2o5 02 210 209520A 2 A lA 93 C 03 TA 70 RR TETAN TN PROVIDE NEW CULVERT I A2Am 2Am0 25 200100O 2711 251 005 240 747 21 WA0 21 WA0 10 5 lAS 2250 0003M YEN T.R DRAIN TOE TRAIN YES PROVIDE NEW CULVERT I 020.o 20 26,202 26+674 27/2 252 047 249 340 1300 s AC I1075 21 WA 0 WA -I 7151 97015 2707 C2 0003 NO TAE TRAIN TAC DRAIN TEA EXTEND 27 26n342 26.720 27/2 252 149 251 710 50 N C 1o3 2 21WAO t120 003 11190 D430 YEA 700EM0N T-ERAVIN NO DEPUNCT 28 270000 270424 20/I 2490051 249100 II 00 AC lol 575 2100 WA I 0 IOA 501 3 40 0 791 Ct NO TOE DMAN TAE DRAIN NO EXTEND 29 30+401- 31+764 3210 2470925 240000 lIS A0 C bA0 75 2/W 1 D 050 142 3350 0 245 C I NA M0000. AVE DRAIN NO EXTEND -30 3100 304 I 31;200 24720 00I A 07 1A 150 00 90 14 I - RI I NO TI_ 001 M I TOE DRAIN NO ETN I - - I - _ 1 - 30 31n672 320035 33/1 247 020 247700 12 70 PC 1003 ~ 21 WA 8300 I 4000 341 003 C NO 700 TRAIN TOE TRAIN NO EXTEND 32 3.40 3+0 033/2 247 451 247 10 1350 PC 104 - 21 WAO 75100 5 707 1 T3 201-- N O OR RO RI OETN 33 32.077 3300240 31 05 250 1250 P 2/W 05N 1 000 / 21 45 - - I - - TOETDRAIN T- T DRAIN - NO P VDE EW LET loOn IA 34 330363 33+729 34/2 2400092 245200 1200 PC lol 2 21O WA N4 WA 3906 [ 2014 I 302 NIL NO ¶00000A. TOE TRAIN NO EXTEND 35 33,472 3303 343 240 047 24047 1052 AC [1a2 4 t l W 10 500 4 210 0 282 - 177 - - - YEA T00000*0 TOE TRAIN NO EXTEND 30 34100 3405 35/1 2400619 244 05 100 SC .I1 5 0 WA 21 W 10 400 70.70 3 3300 1780 Cl - RW00 NO TOO ROAR TOE DRAIN TEA EXTEND 37 3470 3550 30/I 247 331 245 0 12020 PC I - IOWA 0000 I 320 2400 0 777 - NI NO .-COERE. 01 ARE DRAIN-EMAN NOO PROVIDE 2 PIPES 30 559 3+0 02 247 541 240200 1050 SC-I1 0 7 1 332 21 NO CVRD RA VFDMA NET D 39W 2SWAI05203325 17 CI NI NO TOCET 5A 9 CUIERE TRAIN NOEXTEND 0 3740 3+2 301 247 300 2406310 1250 C . 25 O0700 21 WA0 55 6SR 100C N O RP - O 0 NO - CTN 40 3782S 30014 301 247 050 20605701 3259AC ot J lNOWA IN0 514 105 0400 CI NIL NO C-UERETTOR-N COVEREDTDRAIN NO P00O100 SINALE OPUS 4t 0.1 380+00039 2400915 240 400 12W C T ~ 10 21W - CWAN 4247 4153 00515 CI NIL NO -TOEDRAR T0000A*0 NO EXTEND 42 407 4007 -411 2440 201AC 105 WA 1 2WA 003 97 7 0 - IL NL CVERE.C-DRI VERJ -N NO EXTEND 43 42077 42+402 43/I 240200 245540 13 20 PC 1..03 21W0 7 O 5 747 2 053 20062 NIL NL - T. A.0* TOE200AIN N PROVID 2 PIPES 44 430414 402t 4 245 531 243700 90 AO C 103I2 WAO IOWA 0200 5 NbA 100 M 7 C3 0000 YEA CVERETTMA N COOCETE CRAI5 TEA EXTEND 435 0 SC 12 25 IOWANO 9 500 -7 07 243 044 - NL YEA COADED TAOSI-K OVO RET A00 NO EXTEND 46143+562 -43097 443 246 33412450077 6 00 AC 1.0 45 6IOWA 9400 2 J 26 1 227 Cl NIL YEA OAECRETAIN COADRED UAIAY NO PROVIDE NEW CULVERT 10X 2 0n t 47so, 425- 4/ 209 420 00 * 405IW W 00 20 1 320 C NI NO CAVEREDTRAIN/ COVERED DROP. NO PRVD1E ANR 0 2 Am I 48 13940 2 24R 597 245 30 05 SO M 0 2+0 45 - OW A0 50 IN 7107 2 333 1 217 Cl NIL NO VO-EREC DRAIN COVERE DR00l15 NV PROVIDE NEW CULUERT I 0 2 Am In 49 44304 40740 4513 246 452 245 317 0 50 PC I1 4 1 00 050 7100 , 332 I ON5 Cl NIL NO COVEREA TRAIN CIVENED MAIN1 NV POIENE UAR I0 m I Volumte SB Page 4 of I I Punjab State Road Sector Project EMP: ANNEXES (L DHMIANA-MALERKOTLA) July 2006 Annex 3.4 Details of proposed lined drains at urban locations Name of village From To Length (m) Gill 5.900 6.800 900 Sarinh 13.000 13.750 750 Dehlon 19.300 20.600 1300 Kupkalan 34.750 35.800 1050 Bhogiwal 37.900 38.400 500 Malerkotla 43.100 45.500 2400 Volurne SB Page 5 of I11 Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-MALERKOTLA) July 2006 Annex 3.5 Design and locations of Silt Fencing - SLCTS 130MM 134S:S lr>L 19.400s o Hosital Walbarer2rWlrariref3.rshih Chiae(m 20.00 Scoof Wall ofBarrier 15 3.ngheghho weall 21.400 School Vegetative barrier 150 Three nos. of tree rows as vegetative barrier 19 2.600 SHooptl Wall barrier 40 3.5ll heright of wallhegh 23.350 School Wall barrier 40 3.5 m height of wall 321.300 Shosptl Vegetative barrier 25 Three nos. of tree rows as vegetative barrier 2-37.500 School Wall barrier 50 3.5 m height of wall Note: To be implemented by Contractor to the requirements of the Supervision Consultant. Volume SB Pagel10of 11 0f, l I0 __ LL 0F Punjab State Road Sector Project EMP. ANNEXES (LUDHIANA-MALERKOTLA) July 2006 Annex 3.8 Details of proposed Traffic Calming Measures * Name Chainage Direction Sarinh 13+500 BOTH ENDS * Kaind 15+000 BOTH ENDS Saya 17+300 BOTH ENDS * Dehlon 20+000 BOTH ENDS Lehra 24+000 BOTH ENDS Kupkalan 35+500 BOTH ENDS * Malerkotla 43+000 NORTH END Malerkotla 43+000 SOUTH END Generalised Traffic i ] dcPL Calming Scheme * o2b L *D Road hump 0 m (100mm high x 8m long) plus information sign 00 A 0 0 Road hump warning Delineators 0 SOm sign 0X with reflectors 0 * Gateway sign incorporating speed 100 m limit and place name KARAURA signs on yellow I 0 backing board End of speed . 1 m Rumble strips restriction sign M l l (4 strips 0.5m wide 4m apart 15mm high) * Not to scale Volumne 5B Page 11 of I I 0 0. S 0 0 0 0 * Annexure 4: 0 * Annex 4.1 Enhancement Details Annex 4.2 Conceptual Enhancement Drawings - 0 I. I. 0 :- 0 0 0 0: 0 0 - Punjab State Road Sector Project EAIP: ANNEXES (LUDHIANA-AI4LERKOTLA) Julv 2006 Annex 4.1 Enhancement Details Chainage Distance Enhancement Drawing Photograph S.No. Type Location (Kmn) Side fro proposed N.Poorp Wastewater PSRSP LMi Pond Gill 6 80ll RHS 10.1 Land scaping EN\'P - 1\1 WasteaterPSRSP LNI 2 Wastewater Kaind 14.6(10 RI-IS 15 Land scaping ENV-14 , EL 9 Bo-und anr %%all. Brick pa% enient. PSRSP LM I 3 Temple Mosque 16.949 RHS 15.38 Sitting Er\cl0 - a rram!en emenl and 1lo%%erinu- I'olume SB Page I of 5 Punjab State Road Sector Project EMP: ANNEXES (LUDHIANA-MALERKOTLA) July 2006 Chainage DistanceEnacm t Drwg S.No. Type Location Chainage Side from Enhaccem t Drawing Photograph (Kin) ~CIL (in) pooeo Wastewater PSRSP/LM 4 Pond Dehlon 19.500 RHS 17.0 Land scaping /ENV/14 Wastwate . PSRP/L C ,- 5 WaPtewater Dehlon 20.000 LHS 16.0 Land scaping PSRSP/E Boundary wall, Tree PRPL 6 School Gopalpur 21.275 LHS 14.5 plantation and PSRSP/E L SittingT- arrangement Volume SB Page 2 of 5 Punjab State Road Sector Project EMIP. ANNE.YES (LUDHIANA1-AI4LERKOTLA) July 2006 SN. Tp Loain Chrainage SieDistance Enhancement Drawing Poorp C- (m) H 7 Wat trGopalpur 'I 35( LHS 15.2 Land scping SS N Pond.. - E V 1 Wastewater PSRSP!LM 8 Pd Lehra 23. 00 RHS 16.2 Land scaping PSSPLM Pon EN- 4l" Boundar L %%all. Brick pa' emnent. PSS Peo 9 Guri,d%%ara Nanakpur 2'0100 LH 5 Sitinio arrang~ement and Ilo%%erine tree plantation- Volume 5B Page 3of S Punjab State Road Sector Project EAIP: ANNEXES (LUDHIANA-AIALERAKOTLA) JulV 2006 Chainage Distance Enhancement Drawing Poorp S.No. Type Location (Kmin) Side from proposed ng Photograph ( | N'4 1~ BoundarN %%all, Brick ;. pamement. 10 Temple Nanakpiir 2' 1 319 LHS 9 73 SittinvL PSRSP L- arrangement a3n d I'lo %e r'i ni tree plantatint-n 11Wttstewater Nanall,pur 27 m11 L115 14 3 Land -icapinv PSRSP LNI t Boundan' 12 School Bhogiwal 37.800 RHS 1i I Tree PSRSpP LN1 >o arrangenment 13 Village gate Rania 12.440 LHS 16.4 Land scaping -F/PENR Lrv- V'olume 5B Page 4 of 5 w wwww w ww w www...,9... Punjab State Road Sector Project EMIP: ANNEXES (LUDHIANA-AIALERAOTLA) Julv 2006 Chaina e DistanceEnacmt Drwg S.No. Type Location Chainage Side from Enhancement Drawing Photograph (Kin) CIL (mn) proposed No. 14 Village gate Akbarpur 31.395 RHS 14.5 Land scaping PSRSP/LM 15 Sitting Ranian 9.827 LHS 16.7 Sitting PSRSP/LM 15 rragemnt anin .82 LH 167 aragement~ /ENV-13 16 Sitting Kaind 15.698 RHS 36.5 Sitting PSRSP/LM Arrngeentarrangement /ENV- 13 17 Sitting Dehlon 20.894 RHS 14.8 Sitting PSRSP/LM Arrangement arrangement /ENV- 13 18 Sitting Pohir 26.479 LHS 13.7 Sitting PSRSP/LM Arrangement arnent /ENV- 13 19 Sitting Phalewal 34.808 LHS 19.5 Sitting PSRSP/LM Arrangement arrangement /ENV- 13 20 Sitting Malerkotla 41.920 RHS 13.6 Sitting PSRSP/LM Arrangement arrangement /ENV- 13 22 Rotory Gill and 6.8, 8.6, LHS 10 Land scaping PSRSP/LM Pohir 24.7, 27.2 __ /EN V-I5 23 Busbay Along the corridor Note: Pond enhancement to be executed by Contractor, with prior approval of plans by Supervising Consultant jointly with community representatives. Volume 5B Page 5 of 5 Annexure 4.2: Conceptual Enhancement Drawings Drawing No Description PSRSP/LM/ENV-O1 Conceptual plan for Enhancement of Moaque at km 16+949 PSRSP/LM/ENV-02 Conceptual plan for Enhancement of School at km 21+275 PSRSP/LM/ENV-03 Conceptual plan for Enhancement of Gurudwara at km 27+000 PSRSP/LM/ENV-04 Conceptual plan for Enhancement of Temple at km 27+139 PSRSP/LM/ENV-05 Conceptual plan for Enhancement of School at km 37+800 PSRSP/LM/ENV-06 Conceptual plan for Enhancement of Busbay (Typical) PSRSP/LM/ENV-07 Conceptual plan for Enhancement of Sitting Benches (Typical) PSRSP/LM/ENV-08 Conceptual plan for Enhancement of Village gate (Typical) PSRSP/LM/ENV-09 Conceptual plan for Vegetative barrier (Typical) PSRSP/LM/ENV-10 Conceptual plan for Enhancement of Drinking water source (Typical) PSRSP/LM/ENV-I I Conceptual plan for Enhancement of Boundary wall (Typical) PSRSP/LM/ENV-12 Conceptual plan for ornamental tree guard with MS bars (Typical) PSRSP/LM/ENV-13 Conceptual plan for Sitting plat form along tree (Typical) PSRSP/LM/ENV-14 Conceptual plan for Enhancement of waste water ponds (Typical) PSRSP/LM/ENV-15 Conceptual plan for Enhancement of rotary junction (Typical) [7= LUDHIANA N1ALERKOT.LA C* Granular Shoulder 1 o0 0 o 0 0)0 0 ..- -. ... ..........................-- . . ........ ...D . .. -& h Hand Chequered l-? Pump Tiles Boundry Wall 'SUE 1 .2m High PLAN 4 Sitting Platform Ashoko Tree Chequered tile X-Existing Boundary 150mm thick LEGEND CONCEPTUAL SECTION THROUGH AA Ashoko Trees Flowering Shrubs (Bougoinvillea) cLi) Sitting Platform LCONCEPTUAL PLAN FOR ENHANCEMENT OF MOSQUE AT CH 16+949 DRG NO: PSRSP/LM/ENV-01 r = LUDHIANA MALERKOTLA > CLASsROM Ceqs CLASS ROOMS ILE 13. r=d W C\j ORNIN TOLE aBtund Wall Hih )Granular Shoulder PLAN O 0 C) LC.N) NO .... ....-.. A -oka Tree CASROO-MS CAS RO SittingxPltform Boundoryvile 150mm thic. o PCC LEGEND CONCEPTUAL SECTION THROUGH AA Ashoko Trees Sitting Plotform Flowering Shrubs (Bougainvillea) LCONCEPTUAL PLAN FOR ENHANCEMENT OF SCHOOL AT CH 21+275 DRG SittingP/PlatfNVrm F7- LUDHIANA MALERKOTIA Gurudworo Agricultural s Agricultural Land Land X Gronulor Shoulder o 0 o lO 0 0 ii I..VL9V C- i.vV ..f.__I . .. ff' Ashoko Trees - J\ Flowering Shrubs CONCEPTUAL SECTION THROUGH (A C) Sitting Plotform LCONCEPTUAL PLAN FOR ENHANCEMENT OF SCHOOL AT CH 3 7+800 DRG NO: PSRSP/LMIENV-05 Al AS/ SITE -AS/SITE- AS/ SITE RAISED FOOTPATH - -PASSENGER SHELTER F ilowering shrubs| < -BOUGAINVILLEA [ I (Bougrinvilleo) L -WARNING LINE (RM-08) - CARRIAGWAY ._ c7U) ----------------------------- ------ CARRIAGWAY - PEDESTRIAN CROSSING I SHOULDER 10cm WIDE BARRIER LINE AJ TYPICAL LAYOUTS OF BUSBAY BUS STAND Bougoinvilleo VARIE/ SITE AS SITE AS/ SITEVARIE SHOULDER CARRIAGEWAY BUSBAY RAISED PLATFORM SECTION A-A CONCEPTUAL PLAN FOR ENHANCEMENT OF BUS BAY DRG NO: PSRSP/LM ENV'-O(. 1 800 A 25 115 703 115 703 1157 25 I T I I I r I Note:- I I I I I |1. All Dimensions are in mm. I1. LI LIl LRCC Plotform zA ~Verticail Brick PLAN Support 10mm thk Cement Plaster Finish RCC Platform Verticol Brick Support ,,/Vertical Brick Support RCC Plotform 2' "0 TIa L Xn 0 0 L u-) U) U LC) L n~ ELEVATION SECTION AT AA CONCEPTUAL PLAN FOR ENHANCEMENT OF SITTfNG BENCHES DRG NO: PSRSP LM LNV'-o7 IVILLAGE| Boundary wall Gateway to of Villoge Village Ground covers/ Seasonal flowering Plonts/shrubs Ashokc Trees/ . tFlowering trees ENT. TO VILLAGE PLAN A A'shot4a Trees/ II -Floering trees Boundary w.:ll, of Village . . CONCEPTUAL PLAN FOR ENHANCEMENT OF VILLAGE GATE DRG NO: PSRSP I.NVE-(ON 2000 °1000 1000 1000 US.zr t F:LATsr;rita. MS ANGLE IRON \. ..ir - 4 7 t7 Ztrf w m '4 .. . a A ~~~WIREMUESH- 1*ti/ CREEPERS/- * ~ v~S,'9. CLIMBERS. '' //'/ //'// / '47/ // /' V/ CONCEPTUAL PLAN FOR VEGETATIVE BARRIER DRG NO: PSRSP LNIEN\V -I) B B '17/ C" 0 0 SHRUB J-200 kj .3000o-- --t TYPICAL LAYOUT OF HAND PUMP/PUBLIC WATER WATER RECHARGE PIT DRAIN UNDER FOOTPATH Lt -t, °° ROAD . ,.X-2OO4'. PLAN SECTION AT B-B I NOTS:- f 3000 9Shurbs 00 .f 30001. ALL DIMENSIONS ARE IN MM -ie 20000 -A SECTION AT A-A TYPICAL PLAN FOR ENHANCEMENT OF DRINKING WATER SOURCE L ORG NO: PSRSPA.NI [N\ le 7:) -:''0S N.G.L. N.G.L. BOUNDARY WALL DETAIL BOUNDARY WALL DETAIL BEAM (23OX150mm) TYPICAL PLAN FOR ENHANCEMENT OF BOUNDARY WALL DETAILS DRG NO: PSRSP/LM EN\V- II Ornamental Tree Guard With MS Bars 12 no's 6mm: - Bars 1.85m Long 4 no's 25x 6mm MS Flot (in two halves) - 25x6mm0 MS Flat FT U \1¢ 2 no's 8mm0 3 No's Ring 6000 -- Bars 1.85m Long 25x6mm0 MS Flat 3 No's Ring 6000 4 no's 25x 6mm - - - - - - - MS Flat (in two halves) PLAN ----- 6 \' X ' < r X - ELEVATION TUPICAL PLAN FOR ORNAMENTAL TREE GUARD WITH MS BARS DRG NO: PSRSP LN FNV-12 / Brick Paving /- Tree Trunk I / Back Rest Waste/Broken / _ __; \/ w'. .....i..,. Tiles Cladding Earth Filling Earth Filling . .Back Rest PCC Seating Platform Tree Trunk 4 ~ Brick W all SECTION AT AA - y \ (0.6-0.7m Wide) Sitting Arrangement Waste/Broken (Otla) Tiles Cladding Paved Approach Tree Trunk PLAN SHOWING THE TYPICAL SEATING AROUND TREE Waste/Broken Tiles Cladding p----/---Back Rest PCC Seating Platform Brick Paving ELEVATION TYPICAL ENHANCEMENT OF SITTING PLATFORM AROUND TREE DRG NO: PSRSP LM ENV- 13 H-AN,Ni,"lTdSdSd :0 ND'd cINOd JO 1NgWHDM4HN9O A NV'd IVfId3JNOD NVld ,, ,- ~~. .. . .. . . . ..... ........ . ..... ...... ..... . . ... .. . - . .. -.. . . . . ,. . .. ... .. . ..... ... .. . . . ... .... .. .: . ....... .. .- . .. ... .. - -.- ...... ...-.- . . .. ..... ... -.- ::- - - - .: :: :. . .::.- .... . . ..:::-. .... . -. ... . . :-. ....... ... .... .: . . . . . .. :: . . ...... .. .'- ..... . .... ... .. - ONOd 83iVM 31SVM ( PuOj JGjoM 9ISDM ,. aq4 6uoIo 110 PsP!AoJd aq ol . - 'SU~9GDS So bUI4ID'SabPaH) sa6pGH *-** - -- - -.- - -- r-, *r*;. "-+ ,, ........ ...- -~~ ~~ *.: 2~ I-I / C-> PLAN SHRUBS MS GRILL BRICK WALL SECTION AT A-A CONCEPTUAL PLAN FOR ENHANCEMENT OF ROTARY JUNCTION L DRGNO: PSRSP,LM EN\-15 Annexure 5: Annex 5.1 National standards of Air Annex 5.2 National standards of Noise Annex 5.3 National standards of Water Annex 5.4 Good practices in traffic control Punjab State Road Sector Project EMP: ANNEXES (Ludhiana-Malerkotla) July 2006 Annex 5.1 National Standard of Air Pollutant Time Sensitive Industrial Residential, Method of Measurement Weighted Area Area Rural & * Average Other Areas Sulphur Dioxide Annual* 15 pg/m3 80 jig/m3 60 pg/m3 Improved West and (SO2) 24 hours** 30 ptg/m3 120 pg/M3 80 pg/M3 Ultraviolet Fluorescence Jacob & Hochheiser Oxides of Annual* 15 pg/m3 80 pg/M3 60 pg/m3 Modified method * Nitrogen 24 hours** 30 pg/M3 120 pg/M3 80 pg/M3 Gas uphase (NOx)Chemiluminescence Suspended Annual* 70 pg/M3 360 pg/m3 140 pig/m3 High Volume Sampler Particulate I og/3(Average flow rate not Matter (SPM) 24 hours** 100 pg/r3 500 pg/m3 200 pg/rm3 less than 1.1 m3/minute) * Respirable Respirable Particulate Particulate Annual* 50 pjg/M3 120 pg/M3 60 pg/m3 Matter Sampler * Matter (RPM) 24 hours** 75 ptg/M3 150 pg/M3 100 pLg/mr3 Size < 10pm * AAS Method after Lead Annual* 0.50 pg/M3 1.0 pg/M3 0.75 pg/m3 sampling using (Pb) 24 hours** 0.75 pjg/M3 1.5 pg/M3 1.00 ptg/M3 EPM 2000 or equivalent l_ filter paper * Carbon 8 hours** 1.0 mg/m3 5.0 mg/m3 2.0 mg/m3 Non-dispersive infrared Monoxide (CO) I hour 2.0 mg/m3 10.0 mg/m3 4.0 mg/m3 Spectroscopy * Annual arithmetic mean of minimum 104 measurements in a year taken twice a week 24 hourly at uniform i iinterval **24 hourly/8 hourly values should be met 98% of the time in a year. However, 2% of the time, it may 0 texceed but not on two consecutive days. Source: Central Pollution Control Board, 1997 Gazette Notification dated 4/94, Part II Sec 3 (ii) Annex 5.2 National Standard of Noise Area Code Category of Zones Limits of Leq in dB(A) Day* Night* * A Industrial 75 70 B Commercial 65 55 * C Residential 55 45 * D Silence Zone** 50 40 | | * Daytime shall mean from 6.00am to 10.00 pm and Night shall mean from 10.00 pm to 6.00 am I! ** Silence zone is defined as area up to 100 meters around premises of hospitals, educational institutions and courts. Use of vehicles horns, loud speakers and bursting of cracking are banned in these zones. Volume5B Page I of 10 1J Punjab State Road Sector Project EMWP: ANNEXES (Ludhiiana-Malerkotla) July 2006 * Annex 5.3 National Standard of Water rNo Parameters ls:2296 IS:10500 Method Adopted 1 PH 6.5-8.5 6.5-8.5 pH meter 2 o 3.0 DO-Azide modification of - 2 BOD (3 days 270C) NS Wrinkler's method v 3 Temperature (C) NS NS Thermometer v 4 Dissolved oxygen 4 NS Wrinkler's method 5 Color (Hazen) 300 NS Visual Comparison method v 6 Fluorides (F) 1.5 1.0 (1.5) SPANDS method 7 Chlorides (Cl) 600 250(1000) Argentometric Titration * 8 Total Dissolved Solids 1500 500 (2000) Gravimetric Analysis * 9 Sulphates (SO4) 400 200 (400) Barium Chloride method 10 Iron (Fe) 50 0.3 (1.0) Phenanthrolin method * 11 Oil and Grease 0.1 NS Partition - Gravimetric method 12 Nitrates 50 45 (100) Chromotropic acid *13 Chromium (Cr6+) 0.05 0.05 Atomic Absorption I Spectrophotometry *13 Chromium (Cd) 0.0 0.05 Spectrophotometry 14 Cadmium (Cd) 0.01 0.01 Atomic Absorption |_ _ Spectrophotometry * Led(P)0.1 0.5Atomic Absorption 15 Lad Pb) .05Spectrophotometry 16 Copper (Cu) 1.5 0.05 (1.5) Spectrophotometry 17 Cyanide (CN) 0.05 0.05 Chloramine-T-method * 18 Selenium (Se) 0.05 0.01 Atomic Absorption ,_ Spectrophotometry I * 19 Arsenic (As) 0.2 0.05 Atomic Absorption l_ Spectrophotometry * 20 Phenols 0.005 0.001(0.002) Spectrophotometer 21 Detergents 1.0 0.2 (1.0) Spectrophotometer 22 DDT Absent Absent Spectrophotometer Total Coliforrn 5000 NS Multiple Tube (MPN/100 ml) Fermentation Technique NS: Not specified; Brackets ([ ]) indicates extended limits. All the values in mg/I if otherwise mentioned ,. I'olume5B Page2of 10 L 01 0 0 Punjab State Road Sector Project EMfP: ANNEXES (Ludhiana-MiaIerkotIa~) July 2006 Ane-S4 0xmlso oego rciei rfi oto n saeydrn0osrcto,Fgrs1t VoueBPge30 * * a a a a a a a @e@ @O@ @e-@ @ @-@e@ Punjab State Road Sector Project EMIP: ANNEXES (Ludhiana-Alalerkolad) July 2006 0, ,' N. 44 'E Figure 1: Diversion of traffic on half of the road width (say left) Volume 5B Page 4 of 10 : 0 Punjab State Road Sector Project EAIP: ANNEXES (Ludhiana-Alalerkotla) July 2006 0 Turn Icit Keep clft Road cicaf (the direction of (The *rrow may be the arrow may pointed downward be reversed for to the right for 'turn right') 'keep rtght') To a IIc conic * 0t .0__ Lwuwe Closurti bJ'aci, 200 mm I Allt st4*j#% , lw.LjI, tSI L LiziŽiiieihcqwo c,ca 1,~~ If tiet t 1,2 n wenv-^lo!Si Figure 2 1. J Volume 5B Page 5 of 10 , ,, 0 -X O -.~ - X n ° ttO .: > E e n -- \ -~ x ,<0 Punjab State Road Sector Project EMP: ANNEXES (Ludlhiana-AMalerkotIa) July 2006 * 1 Figure: S AA Sign layout for cenuie line working F 1~ * (drawn for driving on the left) *- I ^1- ' '3C Figure: 6 ADC Vo lsum eli yotit 5B P a g ev4ersio g 7 oft 1 (0. Volume} SBtie4bt Volume 5BPage 7 of 10 Punjab State Road Sector Project EAMP: ANNEXES (Ludhiana-Mfalerkotla) July 2006 - SIGNAL RED COLOR / BLACK COLOR * SPEEDRESTRICTIONENDS SPEED SIGNAL RED COLOR SIGNAL RED BLACK COLOR COLOR AA OVERTAKING PROHIBITTED AN A SIGNAL RED COLOR A 0 -%~ I * 900 0 900 I I . I I NARROW ROAD AHEAD NARROW ROAD AHEAD * IA.I Figure 7 ' Note . Background : White Color Letters Signal Red Color Post: Alternate Black & White Stripes Height of post between bottom of road sign, caution board and crown of road shall be 1.5 m Volume 5B Page 8 of 10 Punjab State Road Sector Project EMIP: ANNEXES (Ludhiana-Malerkotla) July 2006 I 1000 ~ 1000~ + F NARROW ROAD AHEAD | SL W ° o(IN PUNJABI & HINDI) * I 000 * 1000 < BE CAREFUL I * KEEP YOUR WHEELS o (IN PUNJABI & HINDI) * i AWAY FROM EXCAVATED AREA Note : Background: White Color Letters: Signal Red Color Post : Alternate Black & White Stripes Height of post between bottom of road sign, caution board and crown of road shall be 1.5 m Figure: 8 V olume SB Page 9 of 10 , -. Punjab State Road Sector Project EMP: ANNEXES (Ludhiiana-Malerkotla) July 2006 I 1000 _ ___1000 * IWORK IN PROGRESS *N= (IN PUNJABI & HINDI) 0 DRIVE SLOW 0 * 1000 I 000 * I , MEN AT WORK I o o ~ (IN PUNJABI & HINDI) * DRIVE SLOW I _ _ I.1X Note Background: White Color Letters Signal Red Color * Post: Alternate Black & White Stripes Height of post between bottom of road sign, caution board and crown of road shall be 1.5 m 0 Figure: 9 V'olume SB Page 10 of 10 ,- !- - 0 * GUIDELINES * Guideline 1 Guidelines for Arrangement with Forest Department * Guideline 2 Generic Guidelines for Environmental Friendly * Construction Methodology * Guideline 3 Guidelines for Borrow Areas Management * Guideline 4 Guidelines for Siting and Layout of Construction * Camp * Guideline 5 Guidelines for Site Clearance * Guideline 6 Guidelines for Disposal Site Management * Guideline 7 Guidelines for Traffic Management during * Construction * Guideline 8 Guidelines for Soil Erosion and Sedimentation * Control * Guideline 9 Guidelines for Workers Safety in Common * Operation and during constructions * Guideline 10 Guidelines for Median Plantation and Grass Turfing * Guideline 11 Guidelines for Quarry materials * Guideline 12 Guidelines for the Storage, Handling use and * Emergency Response for Hazardous Chemicals 0 Punjab State Road Sectol Project EMP: GUIDELINES JAvN 2006 GUIDELINE 1: ARRANGEMENT WITH FOREST DEPARTMENT REGULATORY FRAMEWORK The PRDBD under the provisions of the Forest (Conservation) Act, 1980 will submit a diversion proposal in the prescribed format through the State Forest Department to the concerned Regional Office of the Ministry of Environment and Forests, of the Govt. of India. The Regional Office is the competent authority to dispose of such proposal irrespective of the area involved. While issuing such approval, the Regional Office may stipulate a condition that for every tree cut at least two trees have to be planted. Forest Department of the Government of Punjab after having identified the lands on the embankment and toes of the road will delineate the proposed area of compensatory afforestation on a suitable map. The Department of Forest will thereafter prepare an afforestation scheme providing therein the details of work schedule, the cost structure and proposed monitoring mechanism. FUNDING MECHANISM The Ministry of Environment and Forests under their order dt. the 24th, April, 2004 have constituted an authority known as Compensatory Afforestation Fund Managemet and Planning Authority for the purpose of management of money received from user agencies for compensatory afforestation. The PRDBD being the user agency in this project will be required to deposit the money as estimated by the State Forest Department to the CAMPA . CAMPA shall release funds to the State in predetermined installments through the State Level Management Committee as per the Annual Plan of Operations drawn by the State Forest Department SELECTION OF TREE SPECIES Trees to be selected for planting should be site-specific taking into account the type of soil, features of the planting site e.g for saline and alkaline soils and water logged area will require special attention. Browse hardiness, good growth rate, resistance to insects/pests disease and biotic interference etc should be given appropriate weightage in selection of species. Evergreen / semi-evergreen species should be preferred to deciduous species. In urban /semi-urban stretches of road, flowering trees should be preferred to add to aesthetics of the surround. Trees having large tomentose leaves may be included in stretches where particulates are likely to be high. Volutne 5B Page 1 of 2 Pianjab State Road Sector Pr oject EMP'. GLIDELIAES JulY 2006 In the matter of selection of species for planting, stakeholders need be consulted and their views accommodated keeping view the site- specifics. PLANTING PATTERN Monoculture planting should be avoided. Mixed culture of shade-giving, flowering and fruit-bearing species should be preferred. 0 The first row may be composed of a mix of species of flowering trees; such mix may consist of trees coming into flowers in different seasons. The second row may have representation of middle-sized evergreen and fruit-bearing species. The third row wherever feasible should be of broad-leaved evergreen species; the species should be so chosen as to make sure that they grow taller than tress planted in the first and second rows. MANAGEMENT AND MONITORING * Strip plantations should be properly fenced to prevent damages by biotic interference. * Wherever possible live- hedges may be provided; in such stretches live-hedges need be grown a year ahead of actual planting; such hedges may be reinforced by weaving with split bamboos. It may also be explored as to whether communities along the roads can be involved in protection and maintenance of such plantations through a mechanism of sharing of usufructs. Local voluntary organisations, sports/youth clubs may also be encouraged for protection of such plantations through provision of incentives. Volue 5BPage 2 of 2 PPunjab State Road Sector Project EMP: GUIDELINES Julv 2006 GUIDELINE 2: ENVIRONMENT FRIENDLY CONSTRUCTION METHODOLOGY The contractor shall be deemed to have acquainted himself with the requirements of all the current statutes, ordinances, by-laws, rules and regulations or their instruments having the force of law including without limitation those relating to protection of the environment, health and safety, importation of labour, demolition of houses, protection of environment and procurement, transportation, storage and use of explosives, etc. 1. PROTECTION OF ENVIRONMENT (i) The contractor will take all necessary measures and precautions and ensure that the execution of the works and all associated operations on site or offsite are carried out in conformity with statutory and regulatory environmental requirements including those prescribed in EMP. (ii) The contractor will take all measures and precautions to avoid any nuisance or disturbance to inhabitants arising from the execution of works. (iii) All liquid waste products arising on the sites will be collected and disposed of at a location on or off the sites and in a manner that will not cause either nuisance or pollution. (iv) The contractor will at all times ensure that all existing water courses and drains within and adjacent to the site are kept safe and free from any contamination. (v) The contractor will submit details of his temporary drainage work system (including all surface channels, sediment traps, washing basins and discharge pits) to the Project Implementation Unit / Supervising Engineer for approval prior to commencing work on its construction. (vi) The contractor will arrange all the equipment in good condition to minimize dust, gaseous or other air-borne emissions and carry out the works in such a manner as to minimize adverse impact on air. (vii) Any vehicle with an open load-carrying area used for transporting potentially dust- producing material will have properly fitted side and tailboards. Materials having the potential to produce dust will not be loaded to a level higher than the side and tail boards and will be covered with a clean tarpaulin in good condition. (viii) The contractor will take all necessary measures to ensure that the operation of all mechanical equipment and condition processes on and off the site will not cause any unnecessary or excessive noise, taking into account applicable environmental requirements. (ix) The contractor will take necessary measures to maintain all plant and equipment in good condition. (x) Where the execution of the works requires temporary closure of road to traffic, the contractor will provide and maintain temporary traffic diversions subject to the approval of the CMU. Volume 5B Page I of 7 Punjalb State Road Sector Project EMP: GUIDELINES Jull 2006 S- (xi) Where the execution of the works requires single-lane operation on public road the contractor will provide and maintain all necessary barriers, warning signs and traffic control signals to the satisfaction of the CMU/SE. (xii) Wherever traffic diversions, warning signs, traffic control signals, barriers and the like are required, the contractor will install them to the satisfaction of CMU/SE prior to commencing the work, in that area. (xiii) Contractor will install asphalt plants and other machineries away from the populated areas as per laid down regulations. (xiv) Permit for felling of trees will be obtained from the forest department before the execution of any work. (xv) Trees and plants going to be uprooted will be duly compensated and maintained up to 3 years. (xvi) Mist sprays should be provided at appropriate places for preventing dust pollution during handling and stockpiling of stones and loose earth. (xvii) Over Burden (OB) waste dumps shall be sprayed with water, as they are the major source of air borne particulate matter. (xviii) OB waste dumps shall be reclaimed / afforested to bind the loose soil and to prevent soil erosion. The frequency of sprinkling should be fixed as per the seasonal requirement and in consultation with engineer. (xix) Regular water spraying on haulage roads during transportation of construction material by water sprinklers. The frequency of sprinkling should be fixed as per the seasonal requirements in consultation with engineer. (xx) Transfer point for transporting construction material shall be provided with appropriate hoods/ chutes to prevent dust emissions. (xxi) Dumping of construction material should be from an optimum height (preferably not too high), so as to reduce the dust blow. (xxii) Innovative approaches of using improvised machinery designs, with in-built mechanism to reduce sound emission. (xxiii) Procurement of drill loaders, dumbers and other equipment with noise proof system in operator's cabin. (xxiv) Confining the equipment with heavy noise emissions in soundproof cabins, so that noise is not transmitted to other areas. (xxv) Regular and proper maintenance of noise generating machinery including the transport vehicles to maintain noise levels. (xxvi) Provisions should be made for noise absorbing pads at foundations of vibrating equipments to reduce noise emissions. Volume 5B Page 2 of 7 Punijab State Road Sector Project EM'P: GUIDELINES July 2006 2. QUARRY OPERATIONS The Contractor shall obtain materials from quarries only after the consent of the Forest Department or other concerned authorities and in consultation with the supervision Engineer. The quarry operations shall be undertaken within the purview of the rules and regulations in force. 3. PREVENTION OF WATER COURSES FROM SOIL EROSION AND SEDIMENTATION SILTATION The Contractor shall apply following mitigation measures to prevent sedimentation and pollution of watercourses. To prevent increased siltation, if need be existing bridges maybe widened downstream side of the water body; Cement and coal ash should be stacked together, fenced by bricks or earth wall, and kept away from water, to prevent leachate formation and contamination of surface and ground water; If need be, slope of the embankments leading to water bodies should be modified and rechannelised to prevent entry of contaminants into the water body; During construction silt fencing (consists of geo-textile with extremely small size supported by wire-mish mounted on a panel made up of angle frame) could be used along the road at all canals and rivers to prevent sediments from the construction site to enter into the watercourses. 4. POLLUTION FROM HOT-MIX PLANTS AND BATCHING PLANTS Bituminous hot-mix plants and concrete batching plants shall be located sufficiently away from habitation, agricultural operations. The Contractor shall take every precaution to reduce the levels of noise, vibration, dust and emissions from his plants and shall be fully responsible for any claims for damages caused to the owners of property, fields and residents in the vicinity. Volume 5B Page 3 of 7 Punj(tb State Road Sector Project EMP: GUIDELINES July 2006 5. ARRANGEMENT FOR TRAFFIC DURING CONSTRUCTION The Contractor shall at all times carry out work on the road in a manner creating least interference to the flow of traffic with the satisfactory execution. For all works involving improvements to the existing state highway, the Contractor shall, in accordance with the directives of the SE, provide and maintain, during execution of the work, a passage for traffic either along a part of the existing carriageway under improvement, or along a temporary diversion constructed close to the state highway. The Contractor shall take prior approval of the SE regarding traffic arrangements during construction. 6. TRAFFIC SAFETY AND CONTROL (i) Where subject to the approval of the Engineer the execution of the works requires temporary closure of road to traffic use, the Contractor shall provide and maintain temporary traffic diversions. The diversion shall generally consist of 200 mm thickness of gravel 4.5 meters wide laid directly upon natural ground and where any additional earthworks are required for this purpose that will be provided under the appropriate payment items. (ii) Where the execution of the works requires single-lane operation on public road, the Contractor shall provide and maintain all necessary barriers, warning signs and traffic control signals to the approval of the Engineer. (iii) With the exception of temporary traffic arrangements or diversions required within the first 4 weeks of the Contract, the Contractor shall submit details of his proposals to the Engineer for approval not less than 4 weeks prior to the temporary arrangement or diversion being required. Details of temporary arrangements or diversions for approval as soon as possible after the date of the Letter of Acceptance. (iv) The color, configuration, size and location of all traffic signs shall be in accordance with the code of practice for road sign. In the absence of any detail or for any missing details, the signs shall be provided as directed by the Supervising Engineer (SE). (v) The Contractor shall take all necessary measures for the safety of traffic during construction and provide, erect and maintain such barricades, including signs, marking, flags, lights and flagmen as may be required by the Engineer for the information and protection of traffic approaching or passing through the section of the road under improvement. Before taking up any construction, an agreed phased programme for the diversion of traffic or closer of traffic on the road shall be drawn up in consultation with the SE. (vi) At the points where traffic is to deviate from its normal path (whether on temporary diversion or part width of the carriageway) the lane width path for traffic shall be clearly marked with the aid of pavement markings, painted drums or a similar device to the directions of the SE. At night, the passage shall be delineated with lanterns or other suitable light source. Volume 5B Page 4 of 7 Punjab State Road Sector Project EMP: GUIDELINES July 2006 (vii) One-way traffic operation shall be established whenever the traffic is to be passed over part of the carriageway inadequate for two-lane traffic. This shall be done with the help of temporary traffic signals or flagmen kept positioned on opposite sides during all hours. For regulation of traffic, the flagmen shall be equipped with red and green flags and lanterns / lights. (viii) On both sides, suitable regulatory / warnings signs as approved by the SE shall be installed for the guidance of road users. On each approach, at least two signs shall be put up, one close to the point where transition of carriageway begins and the other 120 m away. The signs shall be of design and of reflectory type, if so directed by the SE. (ix) Upon completion of the works for which the temporary traffic arrangements or diversions have been made, the Contractor shall remove all temporary installations and signs and reinstate all affected roads and other structures or installations to the conditions that existed before the work started, as directed by the Engineer. 7. HEALTH AND SAFETY The contractor shall take all measures and precautions necessary to ensure the health, safety and welfare of all persons entitled to be on the site. Such precautions shall include those that, in the opinion of the Engineer, are reasonable to prevent unauthorized entry upon the site and to protect members of the public from any activities under the control of the contractor. The contractor's responsibilities shall include but not be limited to: (i) The provision and maintenance of the Contractor's Equipment in a safe working condition and the adoption of methods of work that are safe and without risks to the health of any person entitled to be on the site. (ii) The execution of suitable arrangements for ensuring safety and absence of risks to health in connection with the use, handling, storage, transport and disposal of articles and substances, (iii) The provision of lighting, including standby facilities in the event of failure, that, in the opinion of the Engineer, is adequate to ensure the safe execution of any works that are to be carried out at right. (iv) The provision of protective clothing and safety equipment, with such personnel and equipment and such information, instruction, training and supervision as are necessary to ensure the health and safety at work of all persons employed on or entering on the site in connection with the works, including the Engineer's supervisory staff, all in accordance with the laws. (v) Near towns, villages and all frequented places, trenches and foundation pits shall be securely fenced provided with proper caution signs and marked with lights at night to avoid accidents. Contractor shall take adequate protective measures to see that the excavation operations do not affect or damage adjoining structures. Volume SB Page 5 of 7 Punjab State Road Sector Project EM)P: GUIDELINES July 2006 (vi) The contractor shall not use or generate any materials in the works, which are hazardous to the health of persons, animals or vegetation. Where it is necessary to use some substances, which can cause injury to the health of workers, the Contractor shall provide protective clothing or appliances to his workers. (vii) The contractor will take all measures necessary to safeguard the health; safety and welfare of all persons entitled to be on site and will ensure that works are carried out in a safe and efficient manner. (viii) The contractor will provide, and ensure the utilization of appropriate safety equipment for all workmen and staff employed directly or indirectly by the contractor. Such safety equipment will include but not be limited to the safety helmets, goggles and other eye protectors, hearing protectors, safety harnesses, safety equipment for working over water, rescue equipment, fire extinguishers and first-aid equipment. The personnel working at vulnerable locations at site will wear safety helmets and strong footwear. (ix) The contractor will provide an adequate number of latrines and other sanitary arrangements at areas of the site where work is in progress and ensure that they are regularly cleaned and maintained in a hygienic condition. 8. FIRST AID (i) The provision and maintenance of suitably equipped and staffed first aid stations throughout the extent of the works to the satisfaction of the Engineer. The contractor shall allow in his prices and the responsible for the costs of all such site welfare arrangements and requirements. (ii) Injuries might occur during the construction period. It is therefore pertinent to provide first aid facilities for all the construction workers. At construction camps and at all workplaces first aid equipment and nursing staff must be provided. Since many of the workplaces may be far away from regular hospitals, an indoor health unit having one bed facility every 250 workers needs to be provided. (iii) Adequate transport facilities for moving the injured persons to the nearest hospital must also be provided in ready to move condition. (iv) The first-aid units apart from an adequate supply of sterilized dressing material should contain other necessary appliances as per the factory rules. 9. MAINTENANCE (i) All buildings, rooms and equipment and the grounds surrounding them shall be maintained in a clean and operable condition and be protected from rubbish accumulation. Volume SB Page 6 of 7 Punijab State Road Sector Project EMP: GUIDELINES Julv 2006 (ii) Each structure made available for occupancy shall be of sound construction, shall assure adequate protection against weather, and shall include essential facilities to permit maintenance in a clean and operable condition. Comfort and safety of occupants shall be provided for by adequate heating, lighting, ventilation or insulation when necessary to reduce excessive heat. (iii) Each structure made available for occupancy shall comply with the requirements of the Uniform Building Code. This shall not apply to tent camps. 10. MAINTENANCE OF DIVERSIONS AND TRAFFIC CONTROL DEVICES Signs, lights, barriers and other traffic control devices, as well as the riding surface of diversion shall be maintained in a satisfactory condition till such time they are required as directed by the SE. The temporary traveled way shall be kept free of dust by frequent applications of water, if necessary. Volume 5B Page 7 of 7 Putnjab State Road Sectol Project EMP :GUIDELIVES July 2006 GUIDELINE 3: BORROW AREAS MANAGEMENT Borrow areas will be finalized either form the list of locations recommended by DPR consultants or new areas identified by contractor. The finalization of locations identified DPR consultant depends upon the formal agreement between landowners and contractor. Agreement is not reached between the contractor and landowners for the identified borrow areas sites. In such cases arrangement for locating the source of supply of material for embankment and sub-grade as well as compliance to environment requirements in respect of excavation and borrow areas as stipulated from time to time by the Ministry of Environment and Forests, Government of India, and local bodies, as applicable shall be the sole responsibility of the contractor. The contractor in addition to the established practices, rules and regulation will also consider following criteria before finalizing the locations. (I) The borrow area should not be located in agriculture field unless unavoidable i.e. barren land is not available. (2) The borrow pits should not be located along the roads. (3) The loss of productive and agriculture soil should be minimum. (4) The loss of vegetation is almost nil or minimum. (5) Sufficient quality of soil is available. (6) The Contractor will ensure that suitable earth is available. The Contractor shall obtain representative samples from each of the identified borrow areas and have these tested at the site laboratory following a testing programme approved by the Engineer. It shall be ensured that the sub-grade material when compacted to the density requirements as in Table-I shall yield the design CBR value of the sub-grade. Table-1: Compaction Requirements for Embankment and Sub-grade Si Type of Work/Material Relative compaction as percentage of max. No. laboratory dry density as per IS:2720 (Part 8) 1 Sub-grade and earthen shoulders Not less than 97 2 Embankment Not less than 95 3 Expensive Clays a) Sub-grade and 500mm portion just below Not allowed the sub-grade b) Remaining portion of embankment Not less than 90 The Contractor shall at least 7 working days before commencement of compaction submit be following to the Engineer for approval. Volume 5B Page I of 4 Ponjab State Road Sectol Project EMP :GUIDELINES JlY 20)06 (i) The values of maximum dry density and optimum moisture content obtained in accordance with IS: 2720 (Part-7) or (Part-8), as the case may be, appropriate for each of the fill materials he intends to use. (ii) A graph of density plotted against moisture content from which, each of the values in (i) above of maximum dry density and optimum moisture content were determined. (iii) The Dry density-moisture content - CBR relationships for light, intermediate and heavy compactive efforts (light corresponding to IS: 2720 (Part-7), heavy corresponding to IS: 2720 (Part-8) and intermediate in-between the two) for each of the fill material be intends to use in the sub-grade. After identification of borrow areas based on guidelines. Contractor will fill reporting format Annexure-I1I) and submit the same for approval to the "Engineer". After receiving the approval contractor will begin operations keeping in mind following; (1) Haulage of material to embankments or other areas of fill shall proceed only when sufficient spreading and compaction plants is operating at the place of deposition. (2) No excavated acceptable material other than surplus to requirements of the Contract shall be removed from the site. Should be contractor be permitted to remove acceptable material from the site to suit his operational procedure, then be shall make good any consequent deficit of material arising therefrom. (3) Where the excavation reveals a combination of acceptable and un-acceptable materials, the Contractor shall, unless otherwise agreed by the Engineer, carry out the excavation in such a manner that the acceptable materials are excavated separately for use in the permanent works without contamination by the un-acceptable materials. The acceptable material shall be stockpiled separately. (4) The Contractor shall ensure that he does not adversely affect the stability of excavation or fills by the methods of stockpiling materials, use of plants are siting of temporary buildings or structures. Borrow Areas located in Agricultural Lands (i) The preservation of topsoil will be carried out in stockpile. (ii) A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). (iii) Borrowing of earth will be carried out up to a depth of 1.5m from the existing ground level. (iv) Borrowing of earth will not be done continuously through out the stretch. (v) Ridges of not less than 8m widths will be left at intervals not exceeding 300m. (vi) Small drains will be cut through the ridges, if necessary, to facilitate drainage. (vii) The slope of the edges will be maintained not steeper than 1:4 (vertical: Horizontal). Volume 5B Page 2 of 4 Punjab State Road Sector Project EMP.:GUIDELIVES JuI/ 2006 Borrow Areas located in Agricultural land where un-avoidable (i) The preservation of topsoil will be carried out in stockpile. (ii) A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). (iii) The depth of borrow pits will not be more than 30 cm after stripping the 15 cm topsoil aside. Borrow Areas located in Elevated Lands (i) The preservation of topsoil will be carried out in stockpile. (ii) A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). (iii) At location where private owners desire their fields to be leveled, the borrowing shall be done to a depth of not more than 1.5m or up to the level of surrounding fields Borrow Areas near River side (i) The preservation of topsoil will be carried out in stockpile. (ii) A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). (iii) Borrow area near to any surface water body will be at least at a distance of 15m from the toe of the bank or high flood level, whichever is maximum. Borrow Areas near Settlements (i) The preservation of topsoil will be carried out in stockpile. (ii) A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). (iii) Borrow pit location will be located at least 0.75 km from villages and settlements. If un- avoidable, the pit will not be dug for more than 30 cm and drains will be cut to facilitate drainage. (iv) Borrow pits located in such location will be re-developed immediately after borrowing is completed. If spoils are dumped, that will be covered with a layers of stockpiled topsoil in accordance with compliance requirements with respect MOEF/PPCB guidelines. Borrow Pits along the Road (i) The preservation of topsoil will be carried out in stockpile. Volume 5B Page 3 of 4 Punjab State Road Sector Project EM!. :GUIDELIVES July 2006 (ii) A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in stockpiles in a designated area for height not exceeding 2m and side slopes not steeper than 1:2 (Vertical: Horizontal). (iii) Borrow pits along the road shall be discouraged. (iv) It permitted by the Engineer; these shall not be dug continuously. (v) Ridges of not less than 8m widths should be left at intervals not exceeding 300m. (vi) Small drains shall be cut through the ridges of facilitate drainage. (vii) The depth of the pits shall be so regulated that there bottom does not cut an imaginary line having a slope of 1 vertical to 4 horizontal projected from the edge of the final section of bank, the maximum depth of any case being limited to 1.5m. (viii) Also, no pit shall be dug within the offset width from the toe of the embankment required as per the consideration of stability with a minimum width of lOm. Re-development Borrow Areas The objective of the rehabilitation programme is to return the borrow pit sites to a safe and secure area, which the general public should be able to safely enter and enjoy. Securing borrow pits in a stable condition is fundamental requirement of the rehabilitation process. This could be achieved by filling the borrow pit floor to approximately the access road level. Re-development plan will be prepared by the Contractor before the start of work inline with the owners will require and to the satisfaction of owner. The Borrow Areas will be rehabilitated as per following; * Borrow pits will be backfilled with rejected construction wastes and will be given a vegetative cover. If this is not possible, then excavation sloped will be smoothed and depression will be filled in such a way that it looks more or less like the original round surface. Borrow areas might be used for aquaculture in case landowner wants such development. In that case, such borrow area will be photographed after their post use restoration and Environment Expert of Supervision Consultant will certify the post use redevelopment. The Contractor will keep record of photographs of various stages i.e., before using materials from the location (pre-project), for the period borrowing activities (construction Phase) and after rehabilitation (post development), to ascertain the pre and post borrowing status of the area. Volume 5B Page 4 of 4 Puinjab State Road Sector Project EMP: GUIDELI.\ES Jili 2006 GUIDELINE 4: SITING & LAYOUT OF CONSTRUCTION CAMP (A) SITING The contractor based on the following guidelines shall identify the location of the construction site. The construction site shall be located: The construction camps will be located at least 500 m away from habitations at identified sites. The living accommodation and ancillary facilities for labour shall be erected and maintained to standards and scales approved by the resident engineer. On non agricultural lands, as far as possible Not within 1000m of either side of locations (Wild life Sanctuary/Ecologically sensitive areas) All sites used for camps must be adequately drained. The camps must be located such that the drainage from and through the camps will not endanger any domestic or public water supply. All sites must be graded, ditched and rendered free from depressions such that water may get stagnant and become a nuisance. (B) LAYOUT A conceptual layout of a typical construction site has been presented in Figure 3.1. The Contractor during the progress of work will provide, erect and maintain necessary (temporary) living accommodation and ancillary facilities for labour to standards and scales approved by the engineer. All temporary accommodation must be constructed and maintained in such a fashion that uncontaminated water is available for drinking, cooking and washing. Safe drinking water should be provided to the dwellers of the construction camps. Adequate washing and bathing places shall be provided, and kept in clean and drained condition. Construction camps are to be sited away from vulnerable people and adequate health care is to be provided for the work force. Sanitation Facilities: Construction camps shall be provided sanitary latrines and urinals. Sewerage drains should be provided for the flow of used water outside the camp. Drains and ditches should be treated with bleaching powder on a regular basis. The sewage system for the camp must be properly designed, built and operated so that no health hazard occurs and no pollution to the air, ground or adjacent watercourses takes place. Compliance with the relevant legislation must be strictly adhered to. Garbage bins must be provided in the camp and regularly emptied and the garbage disposed off in a hygienic manner Shelter at Workplace: At every workplace, there shall be provided free of cost, four suitable shelters, two for meals and two others for rest, separately for use of men and women labourers. The height of shelter shall not be less than 3m from floor level to lowest part of the Volume 5B Page I of 3 Punjab State Road Sector Project EMP: GUIDELINES Jut/v 2006 roof. Sheds shall be kept clean and the space provided shall be on the basis of at least 0.5m2 per head. Canteen Facilities: A cooked food canteen on a moderate scale shall be provided for the benefit of workers wherever it is considered necessary. The contractor shall conform generally to sanitary requirements of local medical, health and municipal authorities and at all times adopt such precautions as may be necessary to prevent soil pollution of the site. First aid facilities: At every workplace, a readily available first-aid unit including an adequate supply of sterilized dressing materials and appliances will be provided. Workplaces remote and far away from regular hospitals will have indoor health units with one bed for every 250 workers. Suitable transport will be provided to facilitate taking injured and ill persons to the nearest hospital. At every workplace an ambulance room containing the prescribed equipment and nursing staff will be provided. Health Care Facilities: Health problems of the workers should be taken care of by providing basic health care facilities through health centres temporarily set up for the construction camp. The health centre should have at least a doctor, nurses, duty staff, medicines and minimum medical facilities to tackle first-aid requirements or minor accidental cases, linkage with nearest higher order hospital to refer patients of major illnesses or critical cases. The health centre should have MCW (Mother and Child Welfare) units for treating mothers and children in the camp. Apart from this, the health centre should provide with regular vaccinations required for children. Day Creche Facilities: At every construction site, provision of a day creche shall be worked out so as to enable women to leave behind their children. At construction sites where 20 or more women are ordinarily employed, there shall be provided at least a hut for use of children under the age of 6 years belonging to such women. Huts shall not be constructed to a standard lower than that of thatched roof, mud walls and floor with wooden planks spread over mud floor and covered with matting. Huts shall be provided with suitable and sufficient openings for light and ventilation. There shall be adequate provision of sweepers to keep the places clean. There shall be two maidservants (or aayas) in the satisfaction of local medical, health, municipal or cantonment authorities. Where the number of women workers is more than 25 but less than 50, the contractor shall provide with at least one hut and one maidservant to look after the children of women workers. Size of creches shall vary according to the number of women workers employed. V'olzume 5B Page 2 of 3 Puinjab State Road Sector Project EMP: GUIDELJINES Jilli! 2006( it !M I i ! Figure: Tyia Laou of Cosrcion Camp Par 3 P'lm 6 Apeni A Pag 3 ojI I0 Pinjob Staoe Road Sector Pioject EMIP: GUIDEILVES JulN 2006 GUIDELINE 5: SITE CLEARANCE 1. VEGETATION CLEARANCE Vegetation clearance shall comprise uprooting of vegetation, grass, brushwood, shrubs, stumps, trees and saplings of girth upto 30 cm. measured at a height of one meter above the ground level. Where only clearance of grass is involved it shall be measured and paid for separately. The procedure/ steps involved for uprooting, skating and felling trees are described below. 1.1 Uprooting of Vegetation The roots of trees and saplings shall be removed to a depth of 60 cm. Below ground level or 30 cm. below formation level or 15 cm below sub grade level, whichever is lower. All holes or hollows formed due to removal of roots shall be filled up with earth rammed and leveled. Trees, shrubs, poles, fences, signs, monuments, pipe lines, cables etc. within or adjacent to the area, which are not required to be disturbed during vegetation clearance shall be properly protected by the contractor at his own cost. Staking and Disposal All useful materials obtained from clearing and grubbing operation shall be staked in the manner as directed by the Engineer. Trunks and branches of trees shall be cleared of limbs and tops stacked properly at the places indicated by the Engineer- in - charge. These materials shall be the property of the Govemment. All unserviceable materials are disposed off in such a manner that there is no livelihood of getting mixed up with the materials meant for construction. Felling Trees Marking of tress: Trees, above 30 cm. Girth (measured at a height of one meter above ground level) to be cut, shall be approved by the Engineer-in-charge and then marked at the site. Felling of trees: Felling of trees shall include taking out roots up to 60 cm. below ground level or 30 cm. below formation level or 15 cm. below sub-grade level, whichever is lower. Filling: All excavations below general ground level arising out of removal of trees, stumps etc. shall be filled with suitable material in 20 cm. layers and compacted thoroughly so that the surface at these points conform to the surrounding area. Volume 5B Page I of 2 Pwinab State Road Sector Project EMIP: GUIDELINES Jiila 2006 Sizing: The trunks and branches of trees shall be cleared of limbs and tops and cut into suitable pieces as directed by the Engineer-in-charge. Staking: The serviceable materials shall be staked in the manner as directed by the Environmental specialist of Supervision Consultants/Engineer-in-charge. Disposal: The material, which cannot be used or auctioned shall be removed from the area and disposed off as per the directions of the Engineer-in-charge. Unsuitable waste materials should not get mixed with construction material during disposal. Volume 5B Page 2 of 2 Panjab State Road Sectol Pr-oject EMP: GUIDELINES JANv 2006 GUIDELINE 6: DISPOSAL SITE MANAGEMENT The locations of Disposal sites have to be selected such that: No residential areas are located downwind side of these locations, Disposal sites are located at least 1000 m away from sensitive locations like Settlements, Water body notified forest areas, Sanctuaries or any other sensitive Locations. Disposal sites do not contaminate any water sources, rivers etc for this site should be located away from waterbody, Disposal site should be lined properly to prevent infiltration of water. Public perception about the location of debris disposal site has to be obtained before finalizing the location. Permission from the Villager/local community is to be obtained for the Disposal site selected The Plan must be approved by Environment Engineer of TA Consultant and Executive Engineer of Contract Management Unit. PRECAUTIONS TO BE ADOPTED DURING DISPOSAL OF DEBRIS / WASTE MATERIAL The contractor shall take the following precautions while disposing off the waste material 0 * During the site clearance and disposal of debris, the contractor will take full care to ensure that public or private properties are not damaged/affected, there is no dwellings below the dumpsite and that the traffic is not interrupted. * Contractor will dispose off debris only to the identified places or at other places only with prior permission of Engineer-in-Charge of works. * In the event of any spoil or debris from the sites being deposited on any adjacent land, the contractor will immediately remove all such spoil debris and restore the affected area to its original state to the satisfaction of the Engineer-in-Charge of works. * The contractor will at all times ensure that the entire existing canal and drains within and adjacent to the site are kept safe and free from any debris. * Contractor will utilize effective water sprays during the delivery and handling of materials when dust is likely to be created and to dampen stored materials during dry and windy weather. Materials having the potential to produce dust will not the loaded to a level higher than the side and tail boards and will be covered with a tarpaulin in good condition. Any diversion required for traffic during disposal of debris shall be provided with traffic control signals and barriers after the discussion with local people and with the permission of Engineer-in-Charge of works. Volume 5B Page I of 2 Punjab State Road Sector Project EAIP: GUIDELINES Ju/l 2006 During the debris disposal, contractor will take care of surrounding features and avoid any damage to it. While disposing debris / waste material, the contractor will take into account the wind direction and location of settlements to ensure against any dust problems. GUIDELINES FOR REHABILITATION OF DISPOSAL SITES The dumpsites filled only upto the ground level could be rehabilitated as per guidelines below and to be decided by the engineer and the supervision consultant The dumpsites have to be suitably rehabilitated by planting local species of shrubs and other plants. Local species of trees has also to be planted so that the landscape is coherent and is in harmony with its various components. In cases where a dumpsite is near to the local village community settlements, it could be converted into a play field by spreading the dump material evenly on the ground. Such playground could be made coherent with the landscape by planting trees all along the periphery of the playground. Some of the dumpsites could be used either for plantation or for growing agricultural produce such as ginger, turmeric or oranges etc. Care should always be taken to maintain the hydrological flow in the area. Volume 5B Page 2 of 2 Ptinjab State Road Sector Project EIP: GUIDELINES J/ly 2006 * GUIDELINE 7: TRAFFIC MANAGEMENT DURING CONSTRUCTION - * The roads are being upgraded. The work of upgradation will be undertaken at different stages to avoid inconvenience to the traffic. Construction Zones 0 The fallowing dimensions are suggested: * Advance working zone 300 m * Approved transition zone 100 m * Working zone 500 m Terminal transition zone 100 m * All the signages, delineators and Baricades and lateral buffer zones will be put by the contractor. 0 S S : S - 0 - - - 0 . Volume 5B Page I of I Punjab State Road Sector Project EMIP: GUIDELPLES July 2006 GUIDELINE 8: SOIL EROSION AND SEDIMENTATION CONTROL All materials shall meet commercial grade standards and shall be approved by the Engineer before being used in the work. CONSTRUCTION OPERATIONS Prior to the start of the relevant construction, the Contractor shall submit to the Engineer for approval, his schedules for carrying out temporary and permanent erosion/sedimentation control works as are applicable for the items of clearing and grubbing, roadway and drainage excavation, embankment/sub-grade construction, bridges and other structures across water courses, pavement courses and shoulders. He shall also submit for approval his proposed method of erosion/sedimentation control on service road and borrow pits and his plan for disposal of waste materials. Work shall not be started until the erosion/sedimentation control schedules and methods of operations for the applicable construction have been approved by the Engineer. The surface area of erodible earth material exposed by clearing and grubbing, excavation, borrow and fill operations shall be limited to the extent practicable. The Contractor may be directed to provide immediate control measures to prevent soil erosion and sedimentation that will adversely affect construction operations, damage adjacent properties, or cause contamination of nearby streams or other watercourses. Such work may involve the construction of temporary berms, dikes, sediment basins, slope drains and use of temporary mulches, fabrics, mats, seeding, or other control devices or methods as necessary to control erosion and sedimentation. The Contractor shall be required to incorporate all permanent erosion and sedimentation control features into the project at the earliest practicable time as outlined in his accepted schedule to minimize the need for temporary erosion and sedimentation control measures. Temporary erosion/sedimentation and pollution control measures will be used to control the phenomenon of erosion, sedimentation and pollution that may develop during normal construction practices, but may neither be foreseen during design stage nor associated with permanent control features on the Project. Where erosion or sedimentation is likely to be a problem, clearing and grubbing operations should be so scheduled and performed that grading operations and permanent erosion or sedimentation control features can follow immediately thereafter if the project conditions permit; otherwise temporary erosion or sedimentation control measures may be required between successive construction stages. Under no conditions shall a large surface area of credible earth material be exposed at one time by clearing and grubbing or excavation without prior approval of the Engineer. The Engineer may limit the area of excavation, borrow and embankment operations in progress, commensurate with the Contractor's capability and progress in keeping the finish grading, mulching, seeding and other such permanent erosion, sedimentation and pollution control measures, in accordance with the accepted schedule. Volume 5B Page I of2 Punjab State Road Sector Project EIP: GUIDELINES JAi! 20(06 Temporary erosion is sometimes caused due to the Contractor's negligence, carelessness or failure to install permanent controls. Sedimentation and pollution control measures then become necessary as a part of the work as scheduled or ordered by the Engineer, and these shall be carried out at the Contractor's own expense. Temporary erosion, sedimentation and pollution control work required, which is not attributed to the Contractor's negligence, carelessness or failure to install permanent controls, will be performed as ordered by the Engineer. Temporary erosion, sedimentation and pollution control may include construction work outside the right of way where such work is necessary as a result of road construction such as borrow pit operations, service roads and equipment storage sites. The temporary erosion, sedimentation and pollution control features installed by the Contractor shall be maintained by him till these are needed, unless otherwise agreed by the Engineer. Volume 5B Page 2 of 2 * Punjab State Road Sectoa Pr oject EMIP. GUIDELINES July 2006 * GUIDELINE 9: WORKERS SAFETY IN COMMON OPERATION AND DURING CONSTRUCTIONS HOUSE KEEPING PRACTICES 1. Maintain washrooms and canteens clean 2. Keep all walkways clear and unobstructed at all times 3. Ensure that spillages of oil and greasy 4. Stack raw materials and finished products clear of walkways or inside roads 5. Do not leave tools on the floor or in any location where they can be easily dislodged 6. Keep windows and light fitting clean 7. Maintain the workplace floors dry and in a non-slippery condition 8. Provide and maintain proper drainage system to prevent water ponding 9. Use metal bins for oily and greasy rags and store all flammable materials in appropriate bins, racks or cabinets. Ensure that the meal bins for storing oily and grease rags should be covered with lids. 0 10. Ensure that protruding nails in boards or walls are moved or bent over so that they do not constitute a hazard to people 0 11. Make sure that hazardous/dangerous chemicals are kept in the goods stores with the * appropriate labeling, display of the material-safety-data-sheet (MSDS) and other 0 precautionary measures 0 12. Display 'no smoking' signs in areas with high fire risks, e.g. paint stores, wood working area and others 0 * SAFE LAYOUT IN THE CONSTRUCTION PLANT, CAMP AND QUARRY AREAS * 1. Arrange border to perimeter fencing * 2. Ensure good visibility and safe access at site entrances 0 3. Provide adequate warning signs at the entrance and exit where necessary * 4. Provide adequate space/area for loading and unloading, storage of materials, plant and * machinery o 5. Display emergency procedure and statutory notices at conspicuous location 6. Consider welfare facilities required 7. Provide areas for dumping garbage and other waste materials, and also arrange for their regular clearance. 0 Volume 5B Page I of 16 0 0 0 0 0Pmynjb State Road Sector- Pr-oject EMIP: GUIDELLVES Ju/v 2006 8. Arrange storage, transport and use of fuel, other flammable materials and explosives in line with the license requirements to be obtained from appropriate authorities 9. Plan emergency assembly points, fire escape routes and locate fire-fighting equipment * 10. Provide access roads and plant movement areas within the site. * 11. Ensure the availability of first aid facilities and display notices at the various works to show * the location of these facilities * 12. Provide proper drainage and sewage & drainage facilities * TREE FELLING Use hard hats during tree felling . Ensure tools such as the axes are in good condition * . Determine proper foot and body position when using the axe. Do not cut above your head Wear appropriate foot protection . Carry a first aid kit to the site . Determine possible hazards in the area, e.g. electrical or telephone or other utility lines . Prior to felling, determine the safest direction for the fall 0 . Determine the proper hinge size before directing the tree fall. ,0 NOISE HAZARDS AND ITS CONTROL 1. Note that indications of noise levels are: . You have to shout to be heard; * . Your hearing is dulled just after work; * You get head noises or ringing in the ears after work; l You have difficulty hearing people while others are talking l 2. Use sound level meters to measure. If the sound level exceeds 85 dB(A), then preventive l *measures should be taken 3. Make personnel aware of noisy areas by using suitable warning signs and insisting that ear protectors should necessarily be worn. 4. Reduce noise at source by improved maintenance, replacing noisy machines, screening with noise absorbing material, making changes to the process/equipment, controlling machine l* speeds, ensuring that two noise-generating machines are not running at the same time, using cutting oils and hydraulic breakers. I . 0 Volume 5B Page 2 of 16 0 0 I L PIunjab Stale Road Sector- Pr oject E,lP: GUIDELINES Juhl 2006 5. Appoint a competent person to carryout a detailed noise assessment of the site, designate ear protection zone, and give instructions on the necessary precautionary measures to be observed by site personnel, including the use of suitable type of ear protections. 6. Wear and maintain ear muffs and ear plugs as required 7. In construction or repair work, noise should be kept to a low-level bearing in mind the disturbance to local residents. ROAD WORKS 1. The use of signage is most important to caution the road users of possible unsafe conditions due to the road works. 2. Use the appropriate signage devices as required by the site conditions/situation. The devices include regulatory signs, delineators, barricades, cones, pavement markings, lanterns and traffic control lights. 3. In using signs, make sure that they are (i) simple, easy-to-understand and convey only one message, (ii) luminescent and with reflective properties, and )iii) broad, prominent and of appropriate size. 4. In using barricades, make sure that you keep traffic away from work areas and you guide the drivers to keep along a safe, alternative path. 5. Ensure that proper personal protective equipment (PPE) is provided to all the workers. 6. Cover existing road signs and install new ones at appropriate locations taking into account the distances that would be required and reaction times. 7. Plan layout and traffic management so that hazard are not created. 8. Deploy flagmen, who control traffic at the work areas. The flag should be 600mm x 600mm fastened to a Im length staff. 9. Flagmen should wear reflective safety vests along with hard hats 10. If required, use wireless devices for flagmen to co-ordinate from either ends of the road, where works are being carried out. ELECTRICAL HAZARDS IN CONSTRUCTION AREAS 1. Treat all wires as live wires 2. Never touch dangling wires, but report them to your manager 3. Unless you are a qualified electrician, do not attempt electrical repairs 4. Never use electrical equipment if you hands are wet or you are standing in water 5. If electrical equipment is sparking or smoking, turn the power off and report the condition to your supervisor Volume SB Page 3 of 16 Plunjab State Road Sector Proyect E,UP GLUDELINES Julv 2006 6. Never use electrical wires that have physical damage 7. Never allow equipment or traffic to run over electrical wires. USE AND STORAGE OF GAS/LPG 1. Store filled gas/LPG cylinder in the open area, i.e. outside of the building 2. Transport, store, use and secure cylinders in upright position 3. Ensure proper ventilation at the ground level in locations where gas/LPG is in use 4. Avoid physical damage to the cylinders 5. Never weld or cut on or near the cylinders 6. Store empty cylinders secured and upright 7. Make sure that the cylinder is closed immediately after use 8. Investigate immediately if there is the smell of LPG or gas 9. Never use destenched gas/LPG on site. 10. Make sure that there is no other unrelated fire in the vicinity of the cylinder OPERATION OF EXCAVATORS 1. Ensure that excavators are operated by authorized persons who have been adequately trained. 2. Prevent unauthorized movement or use of the excavators 3. Check regularly and maintain the machine thoroughly 4. Ensure that all relevant information, including those related to instruction, training, supervision and safe system of work are provided to the operators. 5. Ensure that the operation and maintenance manuals, manufacturer's specifications, inspection and maintenance log books are provided for the use of the mechanics, service engineers or other safety personnel during periodic maintenance, inspection and examination. 6. During tipping or running alongside the trenches, excavators must be provided with stop blocks. 7. Excavators must be rested on firm ground during operation 8. Avoid operating the machine too close to an overhang, deep ditch or hope and be alter to potential carving edges, falling rocks and slides, rough terrain and obstacles. 9. Locate and identify underground services by checking with all utility companies before excavations. 10. Ensure that all excavations are supervised by experienced and competent persons. Volume 5B Page 4 of 16 Punjab State Road Sector Project EMP. GUIDELLVES Jidv 2006 11. When reversing or in caste the operator's view is restricted, adequate supervision and signaling should be provided. 12. Ensure that the type and capacity of the excavator are properly chosen for the intended purposes and site conditions. Never use a machine for any purposes other than it is designed * for. 13. Check and report for excessive wear and any breakage of the bucket, blade, edge, tooth and other working tools of the excavator. 14. Check that all linkages/hinges are properly lubricated and ensure that the linkage pins are * secured. Never use improper linkage pins. * 15. Never dismount or mount a moving machine * 16. Work only with adequate ventilation and lighting * 17. Ensure that the protective front screen of the driving cabin is fixed in position during 0 excavations to avoid eye injury to the operator. 0 18. Ensure switch-off of the unattended vehicle. | OPERATION OF TRUCKS AND DUMPERS 0 1. Ensure that only trained, authorized and licensed drivers operate the vehicles 2. Enlist the help of another worker before reversing the vehicle 3. Switch-off the engine of an unattended vehicle l 4. Lower the tipping bodies when the machine is unattended, but if it is necessary to leave them * in the raised position they should be blocked to prevent their fall. 0 5. Wear safety boots or shoes to avoid injuries during loading and unloading. 0 6. Carryout periodic servicing to the manufacturer's requirements. All records of maintenance I * and repairs should be in writing or kept on site. 7. Keep the vehicle tidy and the cabin free from tools and material, which might obstruct the , controls. 0 8. Keep to speed limits. 9. No passenger should be carried on a dumper except the driver 0 10. Never drive the vehicle across a slope 11. Provide stop blocks when the vehicle is tipping into or running alongside excavations * 12. Do not overload the vehicle. * 13. Carry only well secured loads * 14. Park only on level ground, in neutral with the parking brake applied 0 15. Never mount of dismount from a moving vehicle 0 l'olume 5B Page 5 of 16 I - Pin gjab State Road Sector Project EMP: GUIDELINES JzN 2006 GAS WELDING 1. Use the following personal protective equipment during welding Face or hand shield fitted with filters Goggles, particularly when chipping slag Gloves long enough to protect wrists and forearms against heats, sparks, molten metal and radiation 0 High-top boots to prevent sparks from entering footwear. 2. Screen of the work area with sturdy opaque or translucent materials because glare can cause eye injury. 3. Key for opening the acetylene cylinder valve must be one the valve stem while the cylinder is in use so that the cylinder valve may be immediately shut-off in an emergency. 4. Ventilate the workplace using air blowers and exhaust fans to remove poisonous fumes and gases that are given off during welding 5. Take precautions against flying sparks and hot slag where welding is beign done near flammable materials and check the area before leaving. 6. Do not weld material degreased with solvents until completely dry. 7. Do not use gas cylinders for supporting work or as rollers 8. Do not use oil grease on oxygen cylinder fittings 9. Do not use cylinders with damaged valves. 10. Do not use too much force if valves are stuck. 11. Replace valve caps after use 12. Search for leaks in equipment by using a solution of soapy water. 13. Shut the cylinder valve if acetylene from a cylinder catches fire at the valve or regulator due to leakage at a connection. 14. Treat all gas cylinders as "full" unless you are sure otherwise. 15. Never attempt to transfer acetylene from one cylinder to another or attempt to refill an acetylene cylinder. 16. Place portable fire extinguishers near the welding area 17. Secure all cylinders against accidental displacement. 18. Always lift gas cylinders. Do not slide them along the ground or drop them from trucks. 19. Keep gas cylinders in vertical position both in storage and when in use 20. Keep the work place dry, secure, free from combustible materials and obstruction. 21. Store the acetylene and oxygen cylinders separately, and in a proper store. Volume 5B Page 6 of 16 Pnuyab State Road Sector Project EMP.: GUIDELLNES JAlY 2006 22. Keep the gas cylinders from source of heat, flammable materials, corrosive chemicals and fumes. a * MANUAL HANDLING AND LIFTING 1. Use mechanical equipment in lace of manual handling as far as possible. 9 2. Assess the manpower required to handle or life the load safety and arrange the manpower * accordingly. 3. In handling hazardous materials, the workers shall be informed of the hazards and safety precautions. 4. All relevant persons shall be trained in the proper methods of lifting and carrying. 5. Where team work is required, select the persons whose ages and physical builds are S compatible for teaming up. Coordinate the actions of the team members by giving necessary * instructions. 6. Always lighten or suitably shape the load for manual handling as far as possible Keep a look out for splinters, sharp edges, loose banding and nails. 7. Clear path or obstruction and tripping hazards. 8. Stack and secure goods safety on trucks, otherwise they fall off and injure passers-by. 9. Use personal protective equipment such as gloves, safety shoes, etc. 10. Adopt the following procedure when you lift a load: 11. Stand close to the object. Have a firm footing with feet spread on either side of the road. S 12. Bend the knees and keep your back as straight as you can 13. Grasp object firmly. Be sure grip will not slip 14. Breath in and throw the shoulder back wards. * 15. Straighten the legs, continuing to keep the back as straight as you can. * 16. Hold object firmly close to the body * 17. Always lift smoothly. Avoid jerky motions. Turn with feet instead of twisting the back. l lvHANDLING CHEMICALS AND HAZARDOUS SUBSTANCES 1. Always substitute hazardous chemicals with harmless or less hazardous ones wherever possible. 2. Enclose the process using chemicals or provide other engineering controls such as local exhaust ventilation, a fume cupboard or a safety cabinet. 3. Exercise great care in the storage and use of chemicals because they may be explosive, l *poisonous, corrosive or combustible. l'olume 5B Page 7 of 16 I , S Punjab State Road Sector Project EDIP: GUIDELINES Jl/i 2006 4. Separate different chemicals physically 5. Store chemicals classified as dangerous goods in a properly constructed and approved goods store. Keep proper records of all chemicals and hazardous substances delivered, stored and used on site. 6. Consider unknown substances and liquids as dangerous until proven otherwise. 7. All containers should be clearly labeled to indicate contents. Never use a wrongly labeled container for chemicals. 8. Prohibit smoking in the vicinity of dangerous chemicals 9. Ensure that you are wearing the correct personal protective equipment before you handle chemicals 10. Maintain the Material Safety Data Sheet of all chemicals for reference on safety precautions to be taken and the use of suitable PPE. 11. When opening containers, hold a rag over the cap or lid, as some volatile liquids tend to spurt up when released. 12. Wash before you eat and do not eat at the work place. 13. If the skin is splashed with a chemical, rinse it immediately with plenty of clean water. Eye should be flushed thoroughly with water followed by immediate medical attention. 14. Eye fountain, emergency shower and breathing apparatus should be available in the vicinity of the workplace. 15. Safety instructions for handling emergency situations should be displayed prominently at both the storage and use locations. FIRST AID 1. Provide first aid boxes at every site 2. Ensure that training on the use of the first aid box is provided to a handful of staff working in the site. 3. Display the list of persons who are trained on providing first aid. 4. Ensure that every first aid box is marked plainly "First Aid" in English and local language. 5. The responsible person or first aider should replenish the contents of the first aid box as necessary. PERSONAL PROTECTIVE EQUIPMENT General 1. Consider the provision of personal protective equipment only after all measures for removing or controlling safety hazards have been provided reasonably impractical. Volume 5B Page 8 of16 * Pzoijab State Road Sector Project ENlfP: GlIDELINES Jtid 2006 * 2. Ensure that sufficient personal protective equipment are provided and that they are readily available for every person who may need to use them. 3. The management should ensure that all persons make full and proper use of the personal * protective equipment provided. * 4. Provide instruction and training in the proper use and care of any specific protective equipment where necessary * 5. Do not willfully misuse, interfere with or ill-treat any protective clothing and equipment provided. 6. Ensure that the personal protective equipment are in good condition. Report immediately * any damage to the management for replacement. Always keep the personal protective equipment as clean as possible. * Eye protection * 1. Issue eye protection equipment where there is a foreseeable risk of eye injury 2. Ensure an adequate supply of goggles/shields is available. 3. Keep the goggles clean and make sure they are good fit. 4. Do not watch welding operations unless your eyes are protected from the damaging effect of | flash. * Head Protection 1. No person shall enter a construction site unless he is wearing a suitable safety helmet * 2. Wear a safety helmet: * When there is the risk of being hit by falling objects While on or near a construction site During adverse weather conditions When in any area designated as a "hard hat" area. 3. Provide identification labels to all helmets in some way to prevent random exchange among wearers, with one helmet exclusive to each person. l l 4. Inspect helmets for cracks of sign of impact or rough treatment before each usage. Destroy, remove and replace all worn, defective or damaged helmets. l lHearing Protection I. 1. Provide ear plugs or ear muffs as required. Use re-usable ear plugs when the reduction required (15-25 dBA) is not excessive. Use ear muffs where a large attenuation of upto 40 dBA is demanded. 2. Do not use dry cotton wool for hearing protection because it cannot provide any. lij 3. Provide disposable ear plugs for infrequent visitors and ensure that they are never re-used. Va Volume SB Page 9 of 16 l ! 5- Pzinjab State Road Sector Project EMP: GUIDELINES July 2006 4. Provide re-usable ear plugs for those who need to work continuously for a long period in a high noise area. 5. Use ear muffs with replaceable ear cushions because they deteriorate with age or may be damaged in use. 6. Avoid wearing spectacles with ear muffs. 7. Use soap and water or the recommended solvent for cleaning ear muffs. 8. Provide ear muffs for those who may need to get in and out of a high noise area frequently. RESPIRATORY PROTECTIVE EQUIPMENT 1. Wear suitable respirable for protection when there is a potential for small particles entering the lungs, e.g. emptying of cement bags. 2. Ensure that he explanators can provide adequate protection. 3. Provide training to all persons using the respirators for their correct fitting, use, limitations and symptoms of exposure. 4. Clean and inspect all respirators before and after use. 5. Store respirators properly when not in use. Safety Footwear 1. Wear suitable footwear for work 2. Use safety footwear on site or in other dangerous areas 3. Wear suitable safety shoes or ankle boots when working anywhere where there is high risk of foot injuries from slippery or uneven ground, sharp objects, falling objects, etc. 4. All safety footwear, including safety shoes, ankle boots and rubber boots, should be fitted with steel toecaps. 5. Avoid wearing flip flops, high heeled shoes, slippers, light sport shoes in situations where there is a risk of foot injury. 6. Keep shoe lace knots tight. Hand Protection I1. Wear suitable gloves for selected activities such as welding & cutting and manual handling of materials & equipment. 2. Do not wear gloves where there is a risk of them becoming entangled in moving parts of machinery 3. wash hands properly with disinfectant soap and clean water before drinking, eating or smoking. Wash hands immediately after each operation on site when the situation warrants. Volume 5B Page IO of 16 Punjab State Road Sector Project EAIP: GUIDELI\ES Jly 2006 FIRE PREVENTION, FIGHTING AND EQUIPMENT Before fire breaks cut 1. Store flammable material in proper areas having adequate fire protection systems. 2. Display sufficient warning signs. 3. Train selected personnel to use these fire extinguishers 4. Inspect fire extinguishers regularly and replace as necessary 5. Fire escape route should be kept clear at all times and clearly indicated. 6. Know the escape route and assembly point. 7. Display escape route maps prominently on each floor 8. Carryout fire drill regularly. Designate fire officers 9. Install fire alarm wherever required and test regularly. 10. Provide sufficient exit signs at prominent locations for directing people to the escape staircases and routes. When fire breaks out. 1. Alert all persons 2. Put off the fire with appropriate fire extinguishers only when you are sure that you are safe to do so. 3. Escape if you are in danger through the fire escape route to assembly point 4. Fire officers to carryout head count at the assembly point. Incident and accident investigations 1. Carryout the investigation as quickly as possible. 2. Conduct interviews with as many witnesses as necessary 3. Do not rely on any one sole source of evidence 4. Use the following tools: Checklists for obtaining basic and typical information for accidents Notebook Tape records 0 Camera * Measuring tape * Special equipment for the particular investigation 5. Obtain answers to the following questions: When did the accident occur? Volume 5B Page 11 of 16 Poinjab State Road Sector Project EMP: GUIDELINES Jil/i 2006 Where did it occur? Who was injured and what was damaged? What caused the accident? Why did it occur? How could it have been prevented? How can a recurrence be prevented? 6. Prepare a short but sufficient investigation report that contains the following: A summary of what had happened & A summary of events prior to the accident Information gathered during the investigation * Details of witnesses * Information on injury or loss sustained 0 Conclusions and possible causes of the accident 0 Recommendations to prevent recurrence * Supporting materials (photos, diagrams, etc.) GUIDELINES FOR WORKERS SAFETY DURING CONSTRUCTION SI Stage and Nature of Construction Safety measures expected to be taken by the No. Hazard Contractors and Site Engineers I Excavation in soft loose & slushy soil The Excavation beyond 1.5 m to 2.00 m to be done in above 2.00 m depth sliding of earth steps of minimum 500 mm offsets as shown in or collapsing of sides. Clause 2.18.2(b) and also planking and strutting should be done as in Clause 2.19.1. 2 Excavation in slippery area (water Try to dewater the area and spread minimum 150 mm logged) - The labour may fall or thick sand layer to avoid slipping machinery on site may slip. 3 Excavation in Rock where chiseling For hammer work, only experienced and skilled is involved - The fall of hammer may labour should be employed. Chisel should not be injure the hand, small rock pieces allowed to be held by hand, while hammering but may injure the eyes and legs. chisel holding clamp should be provided. The labour should be provided with goggles and leg cover to protect eyes and legs, from injuries due to small rock pieces. 4 Excavation in Rock where blasting is The work of blasting should be entrusted to only involved - Careless handling may experienced persons. Provide sufficient length of fuse lead to injury to main worker or a to give ample margin of time from the time of passer by. lighting to the time of explosion. A danger zone at least 180m diameter is to be flagged off 10 minutes before actual firing. All workmen should be sent away from danger zone except the firing man, who Volume 5B Page 12 of 16 Puuuyab State Road Sector Pr-oject EAIP: GtlIDELlVES Jull 2006 SI Stage and Nature of Construction Safety measures expected to be taken by the No. Hazard Contractors and Site Engineers *should be provided with a whistle. 5 Excavation for drain across road or The area should be well barricaded & a red lamp manhole adjacent to a road - chances provided at night. A watchman should be deputed to of a passer by falling into the exca- prevent any movement of persons, or vehicles. vated portion 6 During Excavation or some times In places where the movement of snakes are more the even while concreting - Snake bites contractor should provide the labour with gum boots, or Scorpion stings - gloves etc. and also make snake antidotes available on site. A particular care that has to be taken on such site is to always keep a vehicle available on site to rush the patient to a doctor. This applies to snake stinged patients as well. 7 Centring (form-work) and Many a times ballies joined together give way due to scaffolding -Form-work collapse weak joint. Hence the use of joined ballies should be while concreting or just before restricted. Only 2 joined ballies out of 8 ballies concreting especially when wooden should be allowed. In case of double staging for a ballies are used. Slab at a height, utmost care should be taken to see that the top balli rests on the bottom balli. A particular care that should be taken during each concreting operating of slabs and beams is that, one carpenter and two helpers with spare ballies, nails etc. should be deputed below the slab/beam that is being concreted to watch any disturbance in the supports of the form-work below during concreting and in case of any doubt the concreting should be stopped immediately and the form work strengthened. Never allow bricks below a balli to make up the required height. This is most dangerous. 8 Form-work for beams and slabs: The This case is noticed when slender ballies are used bottom of beam collapses and many a without bracing. In fact, no concreting should be times brings down the slab as well, allowed without bracing at 300 mm above ground, injuring the labour and supervision and at mid way, in normal beams & slabs. The staff. bracings should be for the support of beams as well as slabs. 9 Form-work for sides of a slab-The This is noticed when the carpenter fixes the side labour just rests his foot on the plank shuttering of a slab with a plank just tied by binding and looses balance and falls resulting wire to the steel reinforcements and by wooden a fatal accident. pieces nailed in wall and plank. This is so weak a portion that with little pressure the plank gives way. Hence side shuttering should be done with a direct balli support from ground or floor, and the practice of tying planks with binding wire to the steel reinforcement should be totally avoided. A temporary railing along the periphery of slab will guard the life of labour and supervision staff. 10 Form-work for beams and slabs- In fact, this is a most dangerous work. One should be V'olume 5B Page 13 of 16 * Ptjyab State Road Sector Pr-oject EMIP: GUIDELINES JAl) 2006 * SI Stage and Nature of Construction Safety measures expected to be taken by the No. Hazard Contractors and Site Engineers * Opening the form- work-Accident very careful while form-work is removed. Only due to fall of materials during trained carpenters should be deputed for the work. A removing the forms. safe resting place outside the area of slab as a * temporary measure should be constructed from where the Slab can be removed safely. Removal of form- * work during night should not be permitted under any circumstances. 11 Scaffolding-Fall of work-man, This is a very common negligence on the part of * Supervision Staff, Standing on Chalis labour who do scaffolding work. The Chalis on not tied properly or tied only at one which they work either span over it's complete length - end. or is tied loosely and many a times at one end only. * (Chalis mainly made of Bamboos). Hence, care must be taken that the Chali do not span over the full length but some middle support should * be provided and also the same is tied properly on both ends. 12 Ladders-Balli or bamboo ladders - The ladders should be strong enough to bear the * The horizontal member breaks and weight of a labour with materials on head. As far as the person falls. Some times the top possible a hand rail should be provided at one end. * face just rests on wall and the whole The horizontal member should be preferably fixed ladder tilts causing an accident. with. bolt & nuts or strong nails. When the ladder is placed across a wall the top portion should be tied firmly to a strong support so that the ladder does not move laterally. * 13 Column Reinforcements-Column The tendency of bar-benders is to tie the vertical steel * reinforcements mainly in with coir rope or 8 mm steel rods as ties on all four independent footings collapses - sides of the column reinforcement. This method of Injury to persons working nearby. supporting the column reinforcements results in a weak support. Hence, the column reinforcements should be supported by strong ballies on all four sides l * of reinforcements and as far as possible a combined platform should be constructed out of ballies over * __which the reinforcements can be supported. 14 Concreting chajjas - When chajjas While concreting chajjas care must be taken that the are concreted with out care and on labour do not stand on the reinforcement and disturb | * opening the form-work the chajja the position. Separate scaffolding must be tied over would collapse, causing injury to which the labour can stand and work without t labour on top or bottom of chajja. disturbing the reinforcements. The main reason is in chajja the steel is placed on top face but if the labour stands on the steel, it will bend and come to bottom face and hence the chajja will fall when form-work is removed, thus, causing injury to labour working on l* top, or bottom. l * 15 Dismantling-Dismantled materials When work of demolition is to be taken up the area may fall on passer by or the person should be closed for all outsiders. No one should be * engaged in dismantling work may allowed up to 50 m. from the place of demolition. fall due to slipping. The dismantled The workers engaged in demolition should be asked materials may fall on persons to wear safety belts. Helmets must be worn by all the V'olume 5B Page 14 0of 6 I1 0 Punjab Stare Road Sector Pr oject EMlP: GUIDELI.VES Juiy) 2006 SI Stage and Nature of Construction Safety measures expected to be taken by the No. Hazard Contractors and Site Engineers working below. workers engaged in dismantling work. The place should be strictly guarded at night with red lights at prominent places, and watchman should be posted. 16 Electric-Connections/Cables etc. - The work in such places, should not be allowed to the High tension/L.T. Electric wire workers themselves, but in such position the work High must be executed under the strict supervision of a passing near the slab structure- while responsible Foreman or a Supervisor. bending, lifting or tying reinforcements the bar benders may sustain the Electric Shock, causing fatal injury. 17 Electric Connections/Cables etc. - Before taking up the work all available drawings Cables below ground may get should be studied, local enquiry to be made to know punctured during excavation & thus the position of cables and work in such area should electrocute the labour working. be got executed under strict supervision of an Similarly when concreting is in experienced Foreman or a Supervisor. progress the punctured cable may prone to be fatal to the labour. 18 Electric Connections/Cables etc. - The Electric wires should be maintained by an Temporary Electric lines near damp electrician who should regularly check up the insulation of wires especially placed near steel items walls, near joinery stretched on a & damp areas. considerable length - There is every The temporary wiring should be supported properly. chance that the wire may get cut due As far as possible a good quality wire should be used to usage and may develop short which may not get damaged easily. circuits/leakages etc. and may electrocute the person touching the wire accidentally. 19 Electric and gas welding work - All wiring works to be inspected by experienced Drilling, polishing work - Done by electrician. All wires to be properly insulated and temporary cables used on a number fixed at height on temporary poles. No welding work of works - Due to the fact that the should be permitted near damp area. The welders to wires are old & when they come in be provided with welder's goggles & gloves. As far contact with water even in the as possible machine in good condition should be process of curing the surrounding used. area may get affected due to leakage in the electric current thus causing damage to the workers & supervision staff. 20 Construction Machinery & Lifts - The Mixers with hopper should be operated by an Concrete Mixers - Safety experienced mixer operator and such mixers should precautions. A mixer with hopper not be allowed to be handled by a helper or a labour. tried to be operated by an helper could not release brake in time thus causing injury to the person near hopper- some times fatal one. 21 Construction Machinery & Lifts - (1) A brick protection wall of minimum 1.00 m Lifts - Safety precautions. height should be constructed around the Lift Pit, thus, (1) The lift pit if left unguarded the preventing the children going near the pit. A special V'olume 5B Page 15 of 16 Pu,jab State Road Sector Pr oject EMP: GUIDELINES JAly 2006 SI Stage and Nature of Construction Safety measures expected to be taken by the No. Hazard Contractors and Site Engineers children of workers may fall in the care should be taken to see that the children are not pit resulting in fatal accident allowed to come near the machinery. (2) The manually operated brakes of (2) The condition of the lift must be maintained the lift fioled or the properly. The lift operator should be well trained. labour at the top and the liftman The labour receiving the bucket at top should be failed and thus, the lift was not smart and active enough to convey the message of controlled and resulted in fatal stopping & releasing the lift-to-lift operator properly. accident. 22 Water Storage Tank for general use The water tanks constructed on site should be & curing - chances of children of protected by at least 1.00 m high walls on four sides, workers falling in the tank with fatal so that the children do not fall. accident. 23 Misuse of lift by labour and some No person should be allowed to go to upper floors by times supervision staff The lifts that lifts that are mainly meant for conveying the building are meant for lifting materials used materials. Fatal accidents have taken place due to by labour to go to upper floors - The above action of workers. labour thus traveling many a times get injured. 24 Site Cleaning-Cleaning top floors of This dangerous practice should not be allowed at all. buildings - Upper portion of any The materials should be brought to the ground with structure - Throwing waste materials the help of lift or the use of rope over pully with a broken concrete pieces, brick bats, bucket, thus bringing down materials safely. sand etc. straightway from top to ground injuring person below or even a passerby. 25 Bar bending work-Helpers of bar This is a very bad practice. The helpers should bring benders to follow short cut method, the rods to ground with the help of lift or rope & throw surplus steel pieces from top pulley. floors to ground and may cause fatal - injuries. Volume 5B Page 16 of] 6 Pumnjab State Road Sectol Project EMP: GUIDELLVES Jiln. 2006 * GUIDELINE 10: MEDIAN PLANTATION AND GRASS TURFING * 1 GENERAL DESCRIPTION * 1.1 The species to be planted in median would be of low as medium height with ornamental value to enhance the visual experience of the road corridor. It will also act as a screen to prevent glare from the incoming vehicles. 1.2 One or two rows of flowering shrubs are recommended in accordance to the varying width of the median of different sections. In sections where median width is less than 1.5 meter, only grass turf is recommended. In median width of 3 meters, one row of shrub whereas in 5 meter median width, plantation of two rows of flowering shrubs are proposed. 1.3 Only two rows of shrubs will be planted on median width of 5 meters and these plants will be |* at a spacing of 1.5 meters from the inner edge of the median. * 1.4 The plants will be at spacing of 3x3 meters and size of the pits for planting will be 0.6m dia and deep. Therefore, total no. of plants per km will be 333 in case where single row is 4l proposed and 666 in case of two row. 1.5 The species recommended for median are mainly Bougainvillea and Kaner. Bougainvillea is * considered as the most suitable species as it has a great aesthetic value and it is found in | 4various colours and shades. It can also withstand extreme temperature and climate conditions and also has low requirements of water. These species have been proposed considering the l climatic conditions, requirements of water and future management. However other species * listed in the appendices may also be used. 1.6 The surface for the median plantation should be well prepared. The masses of loose debris on the median and any convexities will be removed and similarly and concavities are to be filled by good soil. The surface should have sufficient layer of good quality of soil so as to have a better growth and survival of grasses and shrubs. * 1.7 The height of the plants will not be less than I ft. and need to be in polythene bags until the l >planting. 1.8 All plants supplied must be planted within three days of removal from the nursery. 1.9 The contractor will be required to water the area in case of sufficient rains water after I planting. 1.10 Size of the pits for planting shrubs - 45x45x45 cm 1.11 No. of Plant per km - 666 * 1.12 Use of compost of manure - 1/3 of volume of pit mixed ! wwith soil, and refilled Volume 5B Page I of 10 1, 0 Punjab State Road Sector Pr oject EMP: GUIDELINES JolY 2006 Table-1: Activities schedule for Plantation along the Road/Median Year Month SI No. Activities to be done 1St Year Jan to Mar I Surveying & Clearing of the area 2 Digging of Pits 3 Procurement of Angles Iron and Barbed wire (or other fencing material), and erecting the fence 2nd Year April to June I Purchase of Farm yard manure 2 Brick/Iron etc. guard for Ist row 3. Plantation along the road 4 Filling up of pits with Farm yard manure and soil July to August I Transportation of Plants 2 Planting of Sapling 3 Watering 4 Weeding and Hoeing Sept to Nov I Weeding of Hoeing 2 Watering 4 times a month Dec to Feb I Weeding of Hoeing 2 Maintenance d March 1 Watering 4 times a month 3jaYears April to June 1 Watering 6 times a month July to August I Casualty Replacement (20% of the total plants) 2 Weeding 3 Maintenance by Mali Sep to Nov 1 Watering 2 times a month 2 Maintenance by Mali Dec to Feb I Maintenance by Mali March I Watering 4 times a month 2 Maintenance by Mali 4t Year April to March I Watering 2 Casualty Replacement (10% of the total plants) l 3 Maintenance by Mali 2 PLANTATION Scope Contractor to furnish all materials, labor and related items necessary to complete the work indicated on drawing and specified herein. 2.1 Materials Saplings * Saplings/Seedlings shall be well-formed and free from defects such as knots, sun- scaled, windburn, injuries, abrasion or disfigurement. All saplings shall be healthy, sound, free from plant diseases, insect's pests, of their egg and well-developed root systems. * ~No plant will be accepted, if branches are damaged or broken. All the plant material must be protected from the sun and weather until planted. Volume 5B Page 2 of 10 Pitnyab State Road Sector- Poject EAIP. GLIDELINES Jul'/ 2006 L s Any nursery stock shall have been inspected and approved by the Environment officer. All saplings will be delivered with legible identification labels. > The root system shall be conducive to successful transplantation. While necessary, the root-ball shall be preserved by suitable material. On soils where retention of a * good ball is not possible, the roots should be suitably protected in some other way, which should cause any damage to roots. Topsoil/Good Earth Topsoil or good earth shall be a friable loam, typical of cultivated topsoil of the * locality containing at least 2% of decayed organic matter (humus). * > Stored topsoil will be used for plantation at median and also for roadside plantation. * Otherwise it could be taken from a well-drained arable site. It shall be free of subsoil, stones, earth skids, sticks, roots or any other objectionable extraneous matter or debris. It shall contain no toxic material. > No topsoil shall be delivered in a muddy condition. 0 Manure * Only organic manure will be used for plantation. Composts from municipal solid wastes and i* distillery waste may be used. Manure shall be free from extraneous matter, harmful bacteria insects or chemicals (Subjected to safety norms). General Condition Shrubs shall be substantially free from pests and diseases, and shall be materially undamaged. Torn or lacerated roots shall be pruned before dispatch. No roots shall be * subjected to adverse conditions such as prolonged exposure to drying winds or subjection to * {water logging, between lifting and delivery. * ]Supply and Substitution I tUpon submission of evidence that certain materials including plant materials are not available at time of contract, the contractor shall be permitted to substitute other and plants, :* with an equitable adjustment of price. All substitutions shall be of the nearest equivalent l species and variety to the original specified and shall be subjected to the approval of the Landscape Architect. Packaging shall be adequate for the protection of the plants and such as to avoid heating or drying out. l* Each specimen of tree and shrub, or each bundle, shall be legibly labeled with the following * particulars: l +Its name (Both common and Scientific) The name of the supplier, unless otherwise agreed. Volume 5B Page 3 oflO I. 0 *Ptinjah State Road Sector Pi-oject EMIP: GU'IDELLVNES Ali 2006 * > The date of dispatch from the nursery. * 2.2 Planting * Plants and Shrubs All saplings should be supplied with adequate protection as approved. After delivery, if planting is not to be carried out immediately, balled plants should be placed and the ball * covered with sand to prevent drying out. Bare rooted plants can be heeled in by placing the * roots in prepared trench and covering them with earth, which should be watered into, avoid air pockets round the roots. Shrubs shall be planted as suggested by Environment officer. 0 Digging of Pits Tree pits shall be dug a minimum of three weeks prior to backfilling. The pits shall be 60 to 90cms in diameter and 90 to 120cms deep. 0 > While digging the pits, the topsoil upto a depth of 30cms may be kept aside, if found * good (depending upon site conditions), and mixed with the rest of the soil. * If the soil is normal it shall be mixed with manure. * The bottom of the pit shall be forked to break up the subsoil. * Back Filling * The soil back filled watered through end gently pressed down, a day previous to planting, to make sure that it may not further settle down after planting. The soil shall be pressed down firmly by treading it down, leaving a shallow depression all round for watering. * Planting a > No pits shall be dug until final position has been pegged out for approval. * Care shall be taken that the plant sapling when planted is not be buried deeper than in * the nursery, or in the pot. 0 > Planting should not be carried out in waterlogged soil. * Plant shrubs at the original soil depth; soil marks on the stem is an indication of this and should be maintained on the finished level, allowing for setting of the soil after planting. * > All plastic and other imperishable containers should be removed before planting. * ; Any broken or damage roots should be cut back to sound for healthy growth. * The bottom of the planting pit should be covered with 50mm to 75mm of soil. * Bare roots should be spread evenly in the planting pit; and small mound in the center * of the pits on which the roots are well aid on and evenly spread. 0 0 0 Volume 5B Page 4 of 1O 0 Punyub State Road Sector- Pr oject EAIP: GUIDELINES ilY/ 2006 * Soil should be placed around the roots, gently shaking the shrubs to allow the soil particles to shift into the root system to ensure close contact with all roots and prevent air pockets. * Back fill soil should be firmed as filling proceeds, layer by layer, care being taken to avoid damaging the roots. Staking Newly planted shrubs must be held firmly although not rigidly by staking to prevent a pocket forming around the stem and newly formed fibrous roots being broken by mechanical pulling as the tree rocks. Methods: The main methods of staking shall be: (A) A single vertical shake, 900mm longer than the clear stem of the shrubs driven 600mm to 900mm into the soil. (B) Two stakes as above driven firmly on either side of the shrubs with a cross bar to which the stem is attached. Suitable for bare- rooted or Ball material. (C) A single stake driven in at an angle at 45 degrees and leaning towards the prevailing wind, the stem just below the lowest branch being attached to the stake. Suitable for small bare- rooted or Ball material (D) For plant material 3m to 4.5m high with a single stem a three- wire adjustable guy system may be used in exposed situations. The end of stake should be pointed and the lower I m to 1.2m should be coated with a non- injurious wood preservative allowing at least 150mm above ground level. Tying Each shrub should be firmly secured to the stake so as to prevent excessive movement. Abrasion must be avoided by using a buffer, rubber or Hessian, between the shrubs and stake. The shrubs should be secured at a point just below its lowest branch, and also just above ground level; normally two ties should be used for shrubs. These should be adjusted or replaced to allow for growth. Watering The Landscape Contractor should allow for the adequate watering in of all newly planted trees and shrubs immediately after planting and during the growing season, keep the plant material well watered. Manure/Fertilizer usage The fertilizers/manure usage should be such that the turn of all the fertilizers comes after, every 15 days from the beginning of the monsoon till the end of winter: Organic well-rotted dry farm yard manure: 0.05 cum or tussle. V'olume 5B Page 5 of10 Putnjab State Road Sector Pr oject EAIP: GUIDELIVES Jlli 2006 1. Urea 25gm. 2. Ammonium sulphate 25gm. 3. Potassium sulphate 25gm. All shrubs, which are supplied pot grown, shall be well soaked prior to planting. Watering in and subsequent frequent watering of summer planted container- grown plants is essential. Application of inorganic manure should as for possible be avoided. Form yard manure as biofertilizer with for better option. Shrub Planting in Planter Beds All areas to be planted with shrubs shall be excavated, trenched to a depth of 750mm, followed by refilling the excavated earth after breaking clods and mixing with sludge in ratio 8:1 (8 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of sludge after reduction by 8%.) For planting shrubs and ground cover shrubs in planters, good earth shall be mixed with sludge in the proportion as above and filled in planters. Positions of planters should be marked out in accordance with the architectural drawing. 3 GRASS TURFING The specifications for grass turfing are to be referred from 'specifications for Roads and Bridge works' by MOST, Section300, Clauses 307.1, 307.2, 307.3. Preparation of Ground During period prior to planting, the ground shall be maintained free from weeds. Grading and preparation of the area shall be completed at least three weeks prior to the actual sowing. Regular watering shall be continued until sowing by dividing the area into portions of approximately 5 m squares by constructing small bunds to retain water. These 'bunds' shall be leveled just prior to sowing of grass plants; it shall be ensured that the soil has completely settled. Soil The soil itself shall be ensured to the satisfaction of Landscape Architect to be a good- Fibrous loam, rich in humus. Sowing the grass roots Grass roots (cynodon dactylon or a local genus approved by the Landscape Architect) shall be obtained from a grass patch, seen and approved before hand. The grass roots stock received at site may be stored and shall be manually cleared of all weeds with water sprayed over areas. V'olume 5B Page 6 of 1O Pwnjab State Road Sector Project EMP: GUIDELINES Jly 2006 Small roots shall be dibbled about 5 cm apart into the prepared grounds. Grass will only be accepted as reaching practical completion when germination has proved satisfactory and all weeds have been removed. Maintenance As soon as the grass is approximately a 3 cm high it shall be rolled with a light wooden roller - in fine, dry weather - and when it has grown to 5 to 8 cms, above to the ground weeds must be removed and regular cutting with the scythe and rolling must begun. A top-dressing of an ounce of guano to the square yard or well decomposed well broken sludge manure shall be applied. When the grass is sufficiently secure in the ground to bear the moving machine, the blades must be raised an inch above the normal level for the first two or three cuttings. That is to say, the grass should be cut so that it is from 4 to 5 cms in length, instead of the 3 cm necessary for mature grass. In the absence of the rain, during the monsoon, the lawn shall be watered every ten days heavily, soaking the soil through to a depth of at least 20 cms. Damage failure or dying back of grass due to back neglect of watering especially for seeding out normal season shall be the responsibility of the contractor. Any shrinkage below the specified levels during the contract or defect liability period shall be rectified at the contractor's expanse. The contractor is to exercise care in the use of rotary cultivator and moving machines to reduce to a minimum the hazards of flying stones and brickbats. All rotary mowing machines are to be fitted with safety guards. Rolling A light roller shall be used periodically, taking care that the area is not too wet and sodden. Edging These shall be kept neat and must be cut regularly with the edging shears. Manuring / Fertilizer use The area shall be fed once in a month with liquid manure prepared by dissolving 45 grms of ammonium sulphate in 5 litres of water. Watering Water shall be applied at least once in three days during dry weather. Watering whenever done should be thorough and should wet the soil at least up to a depth of 20 cms. Weeding Prior to regular mowing the contractor shall carefully remove rank and unsightly weeds. Maintenance The Contractor shall maintain all planted areas within contract boundaries for the entire contract period (for one year until the area is handed over in whole or in phases). Maintenance shall include replacement of dead plants, watering, weeding, cultivating, control V'olume 5B Page 7 of 10 Piinjab State Road Sector Project EM!P: GUIDELIVES Ju/i 2006 of insects, fungus and other diseases by means of spraying with an approved insecticide or fungicide, pruning, and other horticulture operations necessary for proper growth of the * plants and for keeping the landscape sub-contract area neat in appearance. * Pruning and Repairs * Upon completion of planting work of the sub-contract (for plantation) all trees should be pruned and all injuries repaired where necessary. The amount of pruning shall be limited to the necessary to remove dead or injured twigs and branches and to compensate for the loss of roots and the result of the transplanting operations. Pruning shall be done in such a manner as 0 not to change the natural habit or special shape of trees. * Nursery Stack * Planting should be carried out as soon as possible after reaching the site. Where planting must be necessity he delayed, care should be taken to project the plants form pilfering or damage from people animals. Plants with bare-roots should be heeled- in as soon as received * or otherwise protected from drying out and others set closely together and protected from the wind. If planting is to be delayed for more than a week, packaged plants should be unpacked, the bundles opened up and each group of plants heeled in separately and clearly labeled. If * for any reason the surface of the roots becomes dry the roots should be thoroughly soaked * before planting. * 4. COMIPLETION On completion, the ground shall be formed over and left tidy. K Special Conditions and Particular Specifications: 1. Wherever applicable, work shall be done according to C.P.W.D. specifications 2. At the time of invitation of tender. 3. Water shall be made available, near the tube well at one point. Contractors shall make their own arrangement for drawing water from there. Water charges as per the value * of work done shall be deducted from the contractors Bills. * 4. If electricity is required for the works, the same shall be made available at one point within the site of works, for which recovery at the prevailing rate per unit shall be deducted from the contractors' bill. * 5. The work mentioned in the schedule of Quantities include grassing as well as planting * of trees and shrubs. 'Contractors' quoted rates shall include execution of these works at different levels. No extra cost shall be paid for any item, for working at these levels. 6. The Contractor shall provide all facilities to subcontractor (plantation) / Environment l Officer / or his authorized representatives to make frequent inspection of their I . I.- Volume 5B Page 8 of IO L Pu,njab State Road Sector Project EMP: GlIDELIVES July 2006 Nursery and ascertain the process / quality of various categories of trees/plants etc., grown by them. 7. The safe custody and up-keep of various categories of plants brought to site is the sole responsibility of the contractor and he shall employ sufficient supervisory personnel to ensure the safety of these items. 8. The site of work may be handed over to the, contractors for execution of work in phases, as soon as the same are available. Nothing extra shall be payable for such phased execution of work. 9. While excavating / executing the work the contractors shall ensure that existing cables / pipe lines / structures / fittings are not damaged. 10. The Contractor shall co-ordinate his work with other agencies employed by the Clients and ensures that the work of other agencies is not hampered in any way during the duration of contract. 11. The Contractor shall keep the site of works neat and clean during the execution of the work. Any debris found at or near the site of work shall be rescued immediately as and when so required by the Contractor. 12. On completion of the work, the site of work shall be thoroughly cleaned and all debris removed before the work is handed over satisfactorily. 13. The Contractors shall, without any additional charge to the clients, renew or replace any dead or defective plants/grass and shall fully maintain the whole landscape for a period of 12 months after the certified date of completion. 14. Shrubs/small tree shall be of minimum length straight and symmetrical with a crown and having a persistent main stem. The size of crown shall be in good over all proportion to the height of the tree. 15. Small trees and shrubs shall be well formed with the crown typical of the species or variety. 16. General Requirements of Plants: Plants shall be typical of their species and variety, well-developed branches, and well foliated with fibrous root system. Plants shall be free from defects and injuries. Plants shall not be pruned before planting. Plants shall be free from defects and injuries. Plants shall not be pruned before planting. Plants shall not be freshly dug and nursery grown. Nursery grown plants shall have been at least once transplanted. Bark shall be free from abrasion. V'olume 5B Page 9 of 10 Punjob State Road Sector Project EMP: GUIDELINES Jul 2006 All trees, soon after planting, shall be properly supported with bamboo stocks to ensure their safety against winds or any other factor, which may affect it adversely. 5. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTILIZERS Earth: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum, shingles, rocks, stones, building rubbish and any other foreign matter. The earth shall be free from clods or lumps of sizes bigger than 50mm in any direction. It shall have pH ranging between 6.5 to 7.5. Manure: Manure shall be of well decayed organic matter obtained in dry state from the Municipal dump or other similar source approved by the Project Engineer. The manure shall be free from earth, stone or other extraneous matter. Manure shall be supplied, at site well screened. Fertilizers: If the soil tests indicate pH value not as per the above specification namely between '6.5 to 7.5', following measures need to be taken. If pH exceeds 7.5, aluminium sulphate or equivalent fertilizer should be added at the rate of 1 kg per cubic metre to lower the pH by one full point. If pH is below 6.5, add ground limestone or equivalent fertilizer at the rate of 1 kg per cubic metre to raise pH by one full point. Volurne 5B Page 10 of 10 Panjab State Road Sector Project EMIP: GUIDELIVES July 2006 GUIDELINE 1 1: QUARRY MATERIALS The Contractor will finalize the locations from the list given by DPR Consultant's for procuring materials. The Contractor shall establish a new quarry only with the prior consent of the CMU only in cases when: (i) Lead from existing quarries is uneconomical and (ii) Alternative material sources are not available. The Contractor shall prepare a Redevelopment Plan for the quarry site and get it approved by the CMU. The construction schedule and operations plans to be submitted to the CMU prior to commencement of work shall contain a detailed work plan for procuring materials that includes procurement, transportation and storage of quarry materials. Operation & redevelopment plan (if a new quarry is opened)..... . Photograph of the quarry site prior to commencement . The quarry boundaries as well as location of the materials deposits, working equipments, stockpiling, access roads and final shape of the pit. . Drainage and erosion control measures at site. . Safety Measures during quarry operation. * Design for redevelopment of exhaust site. Option-A. Revegetating the quarry to merge with surrounding landscape. This is done by conserving and reapplying the topsoil for the vegetative growth. Option-B. Developing exhausted quarries as water bodies: The pit shall be reshaped and developed into pond, for harvesting rainwater. This option shall only be considered where the location of quarry is at the lowest point, i.e. surrounding areas/natural drainage slopes towards it. CONSTRUCTION STAGE Development of site: To minimize the adverse impact during excavation of material following measures are need to be undertaken: i) Adequate drainage system shall be provided to prevent the flooding of the excavated area ii) At the stockpiling locations, the Contractor shall construct sediment barriers to prevent the erosion of excavated material due to runoff iii) Construction of offices, laboratory, workshop and rest places shall be done in the up-wind of the plant to minimize the adverse impact due to dust and noise. iv) The access road to the plant shall be constructed taking into consideration location of units and also slope of the ground to regulate the vehicle movement within the plant. v) Incase of storage of blasting material, all precautions shall be taken as per The Explosive Rules, 1983. Volume 5B Page I of 2 Punjab State Road Sector Project EMP: GUIDELINES Jl/il 2006 Quarry operations including safety: i) Overburden shall be removed and disposed inline with Guidelines of Disposal Management giving in Annexure-4 ii) During excavation, slopes shall be flatter than 20 degrees to prevent their sliding. Incases where quarry strata are good and where chances of sliding are less this restriction can be ignored. iii) Incase of blasting, procedure and safety measures shall be taken as per The Explosive Rules, 1983 iv) The contractor shall ensure that all workers related safety measures shall be done as per guidelines for Workers and Safety attached as Annexure-8 v) The Contractor shall ensure maintenance of crushers regularly as per manufacturer's recommendation. Topsoil will be excavated and preserved during transportation of the material measures shall be taken to minimize the generation of dust and prevent accidents. The CMU and the Technical Examiner shall review the quarry site for the management measures during quarry operation, including the compliance to pollution norms. POST CONSTRUCTION STAGE The Contractor shall restore all haul roads constructed for transporting the material from the quarries to construction site to their original state. The CMU and the Technical Examiner shall be entrusted the responsibility of reviewing the quarry site for the progress of implementation of Redevelopment Plan. These shall include the following two cases; Redevelopment of quarries opened by the Contractor for the project Redevelopment of existing quarries operated by other agencies In the first case, the Contractor shall be responsible for the Redevelopment Plan prior to completion after five years, during the defect liability period. The CMU shall be responsible for reviewing this case of redevelopment prior to the issuing the defect liability certificate. In the second case, the redevelopment of exhaust quarry shall be the responsibility of the agency providing the permit to ensure the implementation of Redevelopment Plan. Volu1me 5B Page 2 of 2 Pwynab State Road Sector Pr-oject EM,P: GUIDELILES Juli 2006 GUIDELINE 12: STORAGE, HANDLING, USE AND EMERGENCY RESPONSE FOR HAZARDOUS CHEMICALS Al. REFUELING/MAINTENANCE PROCEDURE > Truck or suitable containers will bring in all fuel and fluids. There will be no storage of fuel, oil or fluids within I 00m (or 50m) of the permanent water line. Prior to re-fueling or maintenance, drip pans and containment pans will be placed under the equipment. Absorbent blankets may also be required to be placed under the equipment and hoses where there is a possibility of spillage to occur. * ~ All used oils or fluids will be properly contained and transported to appropriately licensed (authorized) disposal facilities; Following re-fueling and maintenance, the absorbent blankets (if any) and spill pans will be picked up and the fuel truck or container moved outside of the 100m (or 50m) wide area. Emergency Spill Procedure Should a spill occur, either though spillage or equipment failure, the applicable emergency spill procedure outlined in sections A-2 to A-4 must followed. A2. SPILL PROCEDURE (INSIDE THE STREAM) In the case of a spill, overflow or release fluid into the stream waterway (whether water is flowing during the spill or not), do what is practical and safely possible to control the situation, then get help. Stop the flow o Stop the release into the stream waterway o Shutdown equipment o Close valves and pumps o Plug hoses Remove Ignition Sources o Shut off vehicles and other engines o Do not allow tiger torches, vehicles, smoking or other sources of ignition near the area. Keep a fire extinguisher on hand but keep it a safe distance away from the potential ignition source (if a fire starts, the extinguisher must be easily accessible). Volume 5B Page I of 4 Ptinjab State Road Sector Project EAJP: GUIDELINES JlY 2006 Contract the environmental Officer and initiate Emergency Response o Notify the site supervisor and the Contractor's Environmental Officer as soon as possible o The Environmental Officer will review the situation and decide if Emergency Services like Fire Brigade are required o Appropriate parties to be notified of the spill are The contractor's Project Manager The Engineer through his designated Environmental Officer The Client Regulatory Agencies like Pollution Control Board, Municipal Authorities, as applicable. * Site Safety Officer Cleanup and Disposal o Emergency Services will be engaged for the containment, cleanup and disposal of contamination release into the environment Reporting o The contractor's Environmental Officer will document the event and submit reports to the Engineer, the Client and appropriate regulatory agencies like the Pollution Control Board (s). I *Procedure Review o The Engineer will review the report, determine if changes are required to procedures and recommend implementation of all required changes.... A3. SPILL PROCEDURE (ON LAND) In the case of a spill, overflow or release fluid onto land, do what is practical and safety possible to control the situation, then get help. * Stop the flow o Stop the release into the water body o Shut down equipment o Close valves and pumps o Plug hoses )0 Remove Ignition Sources o Shut off vehicles and other engines Volume 5B Page 2 of 4 Punjab State Road Sector Project EMIP: GUIDELINES Julli 2006 o Do not allow tiger torches, vehicles, smoking or other sources of ignition near the area. Keep a fire extinguisher on hand but keep it a safe distance away from the potential ignition sources (if a fire starts the extinguisher must be easily accessible). * Contain the Spill o Dike around the spill to contain the material o Spread absorbent or place a spill blanket on the spill o Enlist the help of personnel on site o Notify your supervisor as soon as possible * Notification o Appropriate parties to be notified of the spill are: * The Contractor's Project Manager The Engineer through his designated Environmental Officer * The Client Regulatory Agencies like Pollution Control Board, Municipal Authorities, as applicable S Site Safety Coordinator * Cleanup and Disposal o The Engineer's Environmental Officer will ensure that a proper cleanup and disposal method is determined. * Reporting o The Contractor's Environmental Officer will document the event and submit reports to the Engineer, the Client and appropriate regulatory agencies like the Pollution Control Board (s). 0 Procedure Review o The Engineer will review the report, determine if changes are required to procedures are recommend implementation of all required changes. A4. SPILL PROCEDURE (WITHIN PONDS) In the case of a spill, overflow or release fluid due to equipment or hose failure, do what is practical and safely possible to control the situation, then get help Stop the flow o Stop the release o Shut down equipment Volume 5B Page 3 of 4 * Pnjab State Road Sector Pr-oject EMP.: GUIDELLNES JlYI 2006 0 * o Close valves and pumps 0 o Plug hoses * r Remove Ignition Sources * Shut off vehicles and other engines 0 o Do not allow tiger torches, vehicles, smoking or other sources of ignition near the area. Keep a fire extinguisher on hand but keep it a safe distance away * from the potential ignition sources (if a fire starts the extinguisher must be * easily accessible). * : Contain the Spill 0 o Stop any pumps that may be moving the water from the area where the spill occurred a Enlist the help of personnel on site a Notify your supervisor as soon as possible * > Notification * o Appropriate parties to be notified or the spill are: * . The Contractor's Project Manager * The Engineer through his designated Environmental Officer * . The Client * Regulatory Agencies like Pollution Control Board, Municipal * Authorities, as applicable Site Safety Coordinator * 3 Cleanup and Disposal a The Engineer's Environmental Officer will ensure that a proper cleanup and disposal method is determined. Absorbent pads will soak up the spilled material. The pads will be contained and removed from site for disposal at a licensed (authorized) facility. * > Reporting o The Contractor's Environmental Officer will document the event and submit reports to the Engineer, the Client and appropriate regulatory agencies like the * Pollution Control Board (s) * > Procedure Review * o The Engineer will review the report, determine if changes are required to procedures ad recommend implementation of all required changes. V'olume 5B Page 4 of 4 - . LIST OF FORMA TS FOR MONITORING * P1: Identification of Disposal Site Locations * P1: Identification of Disposal Site Locations 0 P2: Setting-Up Construction Camp And Storage Area P3: Establishment of Borrow Areas 5 P4: Establishment of Hot Mix Plant / Batch Mix Plant * P5: Road Safety Reporting Formats * P6: Temporary Acquisition of Land Reporting By Contractor to * CMU (PRBDB) 0 P7: Pollution Monitoring P8: Tree cutting/Stump Removal * P9: Identification of Source of Water For Construction * C 1: Details of Earthwork * C2: Details of Hot Mix Plant * C3: Details of Land Fill Operations 0 C4: Details of Machinery In Operation C5: Redevelopment of Borrow Areas C6: Safety Check List * C7: Accident Report * C8: Pollution Monitoring * C9: Enhancement Measures C10: Restoration of Construction Sites * 01: Pollution Monitoring * 02: Cleaning of Culvert Openings And Longitudinal Drains . * Cmu 1: Format For Keeping Records of Consent Obtained By Contractor * Cmu 2: Checklist of Environmental Insepction Cmu 3: Summary Sheet 0 0 Pulnjab Stale Road Sector Project EMP: EAVIROXNMEXTAL lOA'ITORING FORMlATS Ji/vl 2006 P1: IDENTIFICATION OF DISPOSAL SITE LOCATIONS (To be filled by the Contractor) Name of Corridor Link No._ (Give chainages and nearest settlements from both ends) Si. No. Criteria on which information for each site is to be collected Site Site Site Site 1 2 3 4 1 Existing Land Use 2 Area covered (mi2) 3 Total Material that can be dumped within the site (m3) 4 Depth to which dumping is feasible (m) 5 Distance of nearest watercourse (m) 6 Nearest Settlement (m) 7 Date/s of Community Consultation/s 8 Whether the community is agreeable to siting of dumping site (Y/N) 9 Date of Permission from Villager/local community 10 Proposed future use of the Site 11 Selected Site (tick any one column only) Enclosures (Tick as appropriate) 1. Map of each location 2. Photographs a. Each Disposal location b. Each community consultation 3. Photo copy of Agreement Remark Submitted Checked Approved Signature ................ Signature ................... Signature Name .................. Name ................... ....... Name Designation .............. Contractor Environmental Engineer. Executive Engineer PWD Construction Supervision Consultant V olume 5B Page I of29 0 P Runjab Stale Road Sector Project E.tIP: EN VIRONMIE.NTAL MONITORING FOR.M1 TS JuIy 2006 0 P2: SETTING-UP CONSTRUCTION CANIP AND STORAGE AREA (To be filled by the Contractor) * Name of Corridor Link No. 0 Construction Stage Report: Date Month Year (Site Layout of Construction camp and working drawings of dwelling units with allied facilities to be attached with format) Format to be submitted before target date of establishing camps * Location of Camp SI. No. Item Unit Details Remarks by CNIU 1. Detail of item camp a. Size of Camp mx m b. Area of Camp Sq.m c. Distance from Nearest Settlement S d. Type/Size/Capacity! present . Distance from Nearest Water Source Use/Capacip Date of camp being operational dd/mm/yy Present land use No of trees with girth > 0.3m. * e. Details of Storage area (Availability of impervious Mxm surface) * f. Availability of separate waste disposal from Cum storage area W 2. Details of toposoil stacking 0 a. Quantity of top soil removed sq.m b. Detail of storage of topsoil Describe stacking Iarrangement 3. Details of workforce a. Total No of Labourers Nos b Total no of Male Workers Nos c. No of Male Workers below 18 years of ago Nos l d. Total No of Female Workers Nos e. No of Female workers below 18 years of ago Nos f. No of children Nos i 4. Details of dwelling units * a. No of dwellings/huts Nos b. Minimum Size of Dwelling Mxm 0 c. No. of openings per dwelling Nos * d. Minimum size of opening Mxm e. Walls specifications l f. Roofing specifications g. Flooring specifications l h. Drinking Water Tank specifications * i. Capacity of Drinking water Tank Cum J Size of Drinking Water Tank Mxm l'olume 5B Page 2 of29 0 I0 I Pumnjab State Road Sector Project EMP. ENV'IR ONME NTAL tO.\'7TORlAG FORMA TS JuN/v 2006 Si. No. Item Unit Details Remarks by CMIU _____if any k. Total no of WC Nos -. No of Wcs for female workers Nos m. Minimum Size of WC Mxm n. Total No of Bathrooms for female workers Nos o. Size of septic tank for WC/Baths Mxm p. Capacity of Water Tank for WCs/ Bathrooms and general purpose q. Fencing around camp Y/N 5 Details of facilities a. Availability of secunty guard 24 hrs a day Yes/No b. Details of First Aid Facility Yes/No c. Availability of Dav Care Centre Yes/No d. Availability of dust bins (capacity 60 Itr) Nos Remark Submitted Checked Approved Signature ................ Signature .................... Signature Name .................. Name .................... ...... Name Designation .............. Contractor Environmental Engineer. Executive Engineer CMU Construction Supervision Consultant Volume 5P Page 3 of 29 Punjab State Road Sector Project EMP: EN IRONMENTAL MONITORING FORMATS July2006 P3: ESTABLISHMENT OF BORROW AREAS (To be Submitted by Contractor for taking consent for opening of Borrow area) Name of Corridor Link No. Location Land tfse HalQuantity Distance from Distance from N.oTreto Approved Si Name Haul Area of Type of naetWater nearest be. AffTeed byoE Reniark Sd r Chainage road (in2 Available Material ncoreste bin) Stlee B e A r i N. of Ching (LHS I' length Material Cus m eteet Bfr fe VN Village (i) RHS) (mn) ____ Attach Photograph of Proposed Site. Location Map, Agreement Rehabilitation Plan Measures Location 1: Location 2: Remarks Submitted Checked Approved Signature Signature ................ Signature ............... Name ................Name Name .............. Designation ....... Contractor Environmental Engineer. Executive Engineer CMU Construction Supervision Consultant Volume 5B Page 4 of29 Punjab State Road Sector Project EMP: ENI 'IRONAIENTAL MONITORING FORMATS .luly 006 P4: ESTABLISHMENT OF HOT MIX PLANT / BATCH MIX PLANT (To be Submitted by Contractor for taking permission from CMU) Name of Corridor Link No._ Location Distance from Distance from Existing Prevalent Weather in Down Approved by No. Name of Chainage Side Haul road m nearest Water nearest Land Wind Wind Direction EO (es / No) Village (kin) (LHS / RHS) length (m Course (in) Settlement Use Direction (YIN) (in) 1. Attach Photograph of Proposed Site Remark Submitted Checked Approved Signature Signature ................ Signature ................ Name Name ................ Name ................... Designation....... Contractor Environmental Engineer. Construction Supervision Consultant Executive Engineer CMU Volume 5B Page 5 of29 Punjab State Road Sector Project EMIP ENVIRON'.MEATAL MIONITORING FORM4TS Juily 2006 P5: ROAD SAFETY REPORTING FORNMATS Name of Corridor ____________ Link No. One time reporting before commencement of construction in the Construction Zone Sketch of construction zone showing all sub zones and location of signs, etc. to be attached with format (Reporting by Contractor to CMU) Format on Acquisition of Temporary diversions to be attached with format Construction stage: Monthly Report - Date .........Month .........Year............. DIVERSION NO. - Location (km_J Si. No. Item Unit Compliance Remarks Details of Construction Zone 1. Length of Construction Zone km 2. Distance between this and next construction zone km 3. Length of transition sub zone (should be min 50 for a speed of 50 km/hr) 4. Length of work sub zone in urban stretch (should be <2 km) km 5. Length of work sub zone in rural stretch (5-10 kin) km 6. Distance between two work sub zones Signage's in Construction Zones 1. Sign saying 'Men at Work' I km ahead of transition sub zone Y/N 2. Supplementary sign saying diversion I km provided Y/N 3. Sign saying 'Road Closed ahead' provided Y/N 4. Compulsory Right Turn / Left sign provided Y/N 5. Detour sign placed 6. Sharp deviation sign placed at end of advance warning sub zone Y/N Signage in Transition Sub Work Zone 1. Signage saying 'Keep Right / Left' provided Y/N 2. Delineators placed along length of transition Y/N Signage in work sub zone 1. Hazard Marker placed where railing for CD structure on Y/N diversion starts 2. Barricade on either side of work sub zone Y/N Signage in Termination sub zone 1. Sign for indication of end of work zone 120 m from end of Y/N termination sub zone Road Delineator -. Roadway indicators provided 2. Hazard Makers provided 3. Object Makers Provided Remark Submitted Checked Approved Signature ................ Signature .................... Signature Name ................. Name .................... ...... Name Designation........ Contractor Environmental Engineer. Executive Engineer CMU Construction Supervision Consultant V'olume 5B Page 6 of29 Punjab Slate Road Sector Project EMP: ENVIRONAIENTAL MONITORING FORMATS July 2006 P6: ARRANGEMENT FOR TEMPORARY LAND Reporting by Contractor to CMtl (PRBDB) Name of Corridor Link No._ Construction stage: quarterly Report - Date: Month Year (Site Layout of all locations to be attached with format) Target date Dt ofLocation Existing D F Dist. Site Remarks Si. Item for SDate road Present Size Trees Dist. From From approved by CNitJ No. Establish Establish Naeo Chainage ie Area Halrd Land (mxm) >30 cm naet naet o o PB)) ent meLH / 2 length use settlement water met Vlae (i) RHS) ( mn) i) source (I t n L Borrow Areas 2. Workers Camps WC]I 3. Site for Batching Plant BP I 4. Site for Hot Mix Plant HMP1 5. Stock Yard SY I Remarks Submitted Checked Approved Signature Signature ................ Signature ............... Name ................Name Name .............. Designation ....... Contractor Environmental Engineer. Construction Supervision Consultant Executive Engineer CMU Volume 5B Page 7 of29 Puinjab State Road Sector Project EMP: ENIIRONMENTAL MONITORING FORAMATS Jly 2006 P7: POLLUTION MONITORING Name of Corridor Link No._ Construction Stage: Report- Date: Month - Year Mitigation measures suggested in last report complied or Not.............................................................................................................. If not reasons thereof................................................................................................................................................................ (Location at which monitoring to be conducted as per EMP) S. Chainag Details of Duration of Instruments Completion Standards Results Reasons for Mlitigation Type of area Remarks No. e (km) locations monitoring used exceeding Measures (Residential -stantda rds suggested Iondumstriail / 1. Air Monitoring SPM SPM RSPM RSPM HC HC sox sOx NOx NOx 2. Water Monitoring pH pH TSS TSS TDS TDS Turbidity Turbidity Hardness Hardness Coliform Coliform |BOD BOD COD COD Oil & Grease Oil & Grease 3. Soil Monitoring pH pH V'olume 5B Page 8 of29 Punjab Stale Road Sector Project EMP: ENI'IRONMENTAL MIONITORING FORMAITS Juldy 2006 S. Chainag Details of Duration of Instruments Completion Standards Results Reasons for Mlitigation Type of area Remarks No. e (km) loeations monitoring used exceeding Measures (Residential / standards suggested Industrial / Commercial) Organic Matter Organic Matter Alkalinity Alkalinity Conductivity Conductivity Water holding Water holding capacity capacity Pb Pb 4. Noise Nlonitoring L day equivalent L da! equivalent L night equivalent L L equivalent L equi Remark Submitted Checked Approved Signature ............... ..Signature Signature ............ Name ................. Name .................. ........ Name .............. Designation....... Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant V olume 5SB Page 9 of 29 Pl/njab State Road Sector Pr-oject EMP: ElVIRO.\lEVTA4L MONITORING FORMA TS Jin/v 2006 * P8: Tree cutting/Stump Removal * Name of the Road: * Date: Month Yearr Girth Dry / Average Remars Si No. Section Distance Identification Species (cm) Dry Height (Kin) from edge Number (cm) Green Height of Marked in Local Botanical (m) existing Field Name * road @ | Remark S - * Submitted Checked Approved _ Signature .................. Signature Signature ............. Nane .................... .Name Name ................ j Designation........ Contractor Environmental Engineer. Executive Engineer (CMU) I. Construction Supervision Consultant - ; S V Iolume 5B Page 10 of 29 I - Punjab State Road Sector Project EMP: EANIRONMIENTAL .MlO\ITORRIVG FORMlIATS .uIv 2006 P9: IDENTIFICATION OF SOURCE OF WATER FOR CONSTRUCTION Name of Corridor Link No. Construction Stage: Monthly Report - Date. Month ......... Year S. No. Source (Name) Location /Ch. Distance from Road Permission Required Remarks Remark Submitted Checked Approved Signature ................. Signature ...................... Signature ........... N am e ................. .. N am e .................... ... N am e ............. Designaton......... Contractor Environmnental Engineer. Executive Engineer (CMU) Construction Supervision Consultant V'olitme 5B Page II of 29 Ponjab State Road Sector Project EMP: EAlIROAQMENTAL MONITORIAG FOR.IA TS JiuIl 2006 Cl: DETAILS OF EARTHWORK (To be filled by the Contractor) Name of Corridor Link No. Monthly Report for Each Borrow Area under use Reporting Month Date of Submission ............ Location of Borrow Area under use Name of Village Chainage (km) Side (LHS / RHS) Haul road length (m) (Show on a Sketch Plan clearly indicating distance and approach roads) 2. Details of Borrow Areas 2.1 Capacity of the Borrow Area 2.2 Percentage of the capacity exhausted 2.3 Total quality ofthe Earth Excavated (in cum) 2.4 Quantity of Top Soil removed from the Borrow Areas 2.5 Location of Top Soil stored removed 2.6 Quantity of Top Soil stored at the beginning of the month 2.7 Quantity of Top Soil utilized at the end of the month 2.8 Location (s) where Top Soil has been utilized (Specify on a location plan) 2.9 Quantity of earthwork excavation from existing road 2.10 Total quantity of earthwork reused in cum. (5%) 2.11 Location disposal (if other than sites) (Specify clearly on a location plan) 2.12 Quantity of earthwork re-used in fill operation 2.13 Location of borrow areas in disuse / exhausted Outline a rehabilitation plan for each of the exhausted borrow areas 2.14 with special reference to Erosion Protection Measures. Also, submit at separate detailed rehabilitation plan for exhausted borrow areas for approval supported adequately with layouts, plans and drawings. 0I Remark Submitted Checked Approved Signature ................ Signature .................... Signature Name .................. Name .................. ........ Name Designation....... Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 12 of29 Punjab State Road Sector Project EAMP: ENVIRONMENTA L MONITORING FORMIIATS Juily 2006 C2: DETAILS OF HOT MIX PLANT (To be filled by the Contractor) Name of Corridor Link No. Monthly Report for Each Hot Mix Plant Reporting Month.......................... Date of Submission....................... 1. Environment Features of the surrounding area 1.1 Name and location of Hot Mix Plant (w.r.t. PWD km ch.) 1.2 Wind direction 1.3 Name (s), distance population and type of settlements in a 1.5 km radius ofsite. 2. Draw Sketch Plan of HMP clearly indicating distance and approach roads. 3. Details of HMP and Mitigation Measures taken 3.1 Installed Capacity 3.2 Average Utilization 3.3 Make 3.4 Model 3.5 Last Serviced 4. Explain Air Pollution Control Measures taken at the HMP site 5. Explain Noise Pollution Control Measures taken at the HMP site 0I Remark Submitted Checked Approved Signature ................ Signature .................... Signature Name ................. . Name ....................... Name Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant V'olume 5B Page 13 of29 Patyab State Road Sector Project EMP: E.\ 'IRO.N\.IE\'TAL .IIOA'/TORINAG FORMA TS Jidi 2006 C3: DETAILS OF LAND FILL OPERATIONS (To be filled by the Contractor) Name of Corridor Link No. Monthly Report for Each Contract Package Reporting Month......................... Date of Submission .................. 1. Environment Features of the surrounding area 1.1 Location of each land fill site (Provide sketch Name of Chainage Side Haul road Map below) Village (km) (LHS/RHS) length (m) II 1.2 Capacity of each land fill site 1.3 Safety measure taken at land fill site (s) * 1. 2. * 3. 4. 5. Remark Submitted Checked Approved Signature ................ . Signature .................... Signature Name ................ .... Name .................... ...... Name Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant I 'olume 5B Page 14 of 29 Puinjab State Road Sector Project EMP. E.VIYRONMENTAL MfX)MTORIVG FORMATS Jidi 2006 C4: DETAILS OF NIACHINERY IN OPERATION (To be filled by the Contractor) Name of Corridor Link No. Monthly Report for Each Contract Package Reporting Month.......................... Date of Submission ...................... (Attach copy of PPCB emission control certificate every 3 months) 1. Details of NMachinery Operation 1.1 Total machinery in operation (Nos.) 1.2 Number ofpavers 1.3 Number of rollers 1.4 Number of excavators 1.5 Number of graders Nos. 1.6 Number of dumpers Nos. 1.7 No. of workshops with repairs facility (furnish Workshop on Facility location and type of facility provided) Location Provided 1.8 Number of vehicles in repair at each location 1.9 Number of oil interceptor provided in each repair / fuelling site 1.10 Total quantity of oil and wastes recovered in each Oil waste Liters, Kg. interceptor during last month. 1.11 Details of waste disposal. (Whether Sold/ Disposed) Remark Submitted Checked Approved Signature ............... Signature .................... Signature Name ................. Name .................... ...... Name Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant V'olume 5B Page 15 of29 Punjab State Road Sector Project EMP: ENVIRONMENTALA MONITORING FORMATS Jn/hg '006 C5: Redevelopment of Borrow Areas (To be filled by the Contractor) Name of Corridor Link No.o Construction stage: Monthly Report - Date: Month Year Drawing for Redevelopment to be attached for each Borrow Area, (photographs of sites before use & after rehabilitation to be attached) Borrow Area Location Si. Borrow Side Haul road Land Rehabilitation Date of approval of Date of Handing Remarks No. Area No. Name of Chainage (LHS Area length use Measures Rehabilitation Over to Owner Village (kin) RHS) (MI) (in) Remark Submitted Checked Approved Signature ............... Signature Signature ............... Name ................. Name ................... ....... Name .............. Designation .......... Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 16 of29 Pw#jab State Road Sectol Pr oject EMP: EAT IRONM:ENTAL .UONITORIVG FORMA TS Jzdh 20(06 C6: SAFETY CHECK LIST (To be filled by the Contractor) 1 Contract No. 2 Name of Contractor 3 Representation 4 Name of Safety Officer 5 Date of Inspection Location I .............. Location 2 ................ Location 3 Adequate at time of Inspection Location 1 Location 2 Location 3 Remark Needs Improvement A B C A B C A B C Needs Immediate Attention General House keeping Stacking of Material Passageway Lighting Ventilation * Others Electrical Switches Wirings Fixed Installation Portable Lighting Portable Tool Welding Machine Others Fire Prevention Fire Fighting Appliance Dangerous Goods Store Gas Welding Cylinders Others Others Dust Control - Noise Control First Aid Equipment Washing Facility - Latrine * Canteen Provision of Personal Protective Helmet Eye Protector Ear Protector Respirator Safety Shoes Safety Belts Others 0r Remark Submitted Checked Approved Signature ................ Signature ................... Signature Name ................ ..... Name ........................... Name Designation....... Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 17 of29 Punjab State Road Sector- Pr oject EMP: ENIR 'JRONAIETAL MIOA'lTORIXG FORMA.TS Juli 2006 C7: ACCIDENT REPORT (To be completed on Occurrence of Injury by the Safety Officer) Type of Accident DO] ( ) Fall of person from a height DII ( ) Explosion D02 ( ) Slip, trip or fall on same level D12 ( ) Fire D03 ( ) Struck against fixed objects D13 ( ) Contact with hot or corrosive substances D04 ( ) Struck by flying or falling objects D14 ( ) Contact with poisonous gas or toxic substances D05 ( ) Struck by moving objects D15 ( ) Contact with electric current D06 ( ) Struck / caught by cable D16 ( ) Hand tool accident D07 ( ) Stepping on hail etc. D17 ( ) Vehicle / Mobile plant accident D08 ( ) Handling without machinery D1 8 ( ) Machinery operation accident D09 ( ) Crushing / burying Dl9 ( ) Other (please specify) DIO ( ) Drowning or asphyxiation Agent Involved in Accident EO1 ( ) Machinery El l ( ) Excavation / underground working E02 ( ) Portable power appliance E12 ( ) Floor, ground, stairs or any working, surface E03 ( ) Vehicle or associated equipment / E13 ( ) Ladder machinery E04 ( ) Material being handled, used or stored E14 ( ) Scaffolding/gondola E05 ( ) Gas, vpour, dust, fume or oxygen E 15 ( ) Construction formwork, shuttering and falsework E06 ( ) Hand tools E16 ( ) Electricity supply cable, wiring switchboard and associated equipment E07 ( ) Floor edge E17 ( ) Nail, sllnter or chipping E08 ( ) Floor opening E18 ( ) Other (Please specify) E09( ) Left shaft E19( ) EIO ( ) Stair edge - Unsafe Action Relevant to the Accident FOI ( ) Operating without authority Fl I ( ) Failure to use eye protector F02 ( ) Failure to secure objects F12 ( ) Failure to use respirator F03 ( ) Making safety devices inoperative F 13 ( ) Failure to use proper clothing F04 ( ) Working on moving or dangerous F14 ( ) Failure to use warn others or given proper signals equipment F05 ( ) Using un-safety equipment F15 ( ) Horseplay F06 ( ) Adopting unsafe position or posture F16 ( ) No unsafe action F07 ( ) Operating or working at unsafe speed F 17 ( ) Others (please specify) F08 ( ) Unsafe loading, Placing, mixing etc. F18 F09 ( ) Failure to use helmet Fl9( F10 ( ) Failure to use proper footwear GOI ( ) No Protective gear G08 ( ) Unsafe layout ofjob, traffic etc. G02 ( ) Defective protective gear G09 ( ) Unsafe process ofjob methods G03 ( ) Improper dress / footwear GIO ( ) Poor housekeeping G04 ( ) Improper guarding GII ( ) Lack of warming system G05( ) Improper ventilation G12 ( ) Defective tool, machinery or materials G06 ( ) Improper illumination G13 ( ) No unsafe condition G07 ( ) Improper procedure G14 ( ) Others (please specify) V'olume 5B Page 18 of29 Punjalb State Road Sector Project EMtP. ENVIRO.NME.N'TAL ,tO,\'TOR/A'G FORMATS .IJh 2006 Personal Factor Relevant to the Accident HO] ( ) Incorrect attitude / motive H04 ( ) Unsafe act by another person H02 ( ) Lack of knowledge or skill H05 ( ) No unsafe personal factor H03 ( ) Physical defects H06 ( ) Other ( please specify) Remark Submitted Checked Approved Signature ................Signature Signature ............ Name ................ ..... Name ................... ....... Name .............. Designation .............. Designation ................... Designation .......... Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Part-lI - To be completed Upon Finalization of Employee's Compensation Claim 101 ( ) No permanent incapacity 102 ( ) Less than 5% incapacity 103 ( ) More than 5% incapacity 104( ) Fatal Submitted Checked Approved Signature ................Signature Signature ............ Name ................ ..... Name ........................... Name .............. Designation .............. Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant P'olume 5B Page 19 of 29 Piunjab State Road Sector Project EMP: ENVIRONMENTAL MONITORING FORMA TS JIl1r 0206 C8: POLLUTION MONITORING Name of Corridor Link No._ Construction Stage: Report - Date: Month Year r Mitigation measures suggested in last report complied or Not............................................................................................................... If not reasons thereof.............................................................................................................................................................. (Location at which monitoring to be conducted as per EMP) Tesn fr Mitigation Type of area Si. Chainage Details of Duration of Instruments Completion Standards Results exceeding Measures (Residential Remarks No. (km) locations monitoring used standards suggested Industrial l 1. Air Monitoring SPM SPM RSPM RSPM HC HC sox sox NOx NOx 2. Water Monitoring pH pH TSS TSS TDS TDS Turbidity Turbidity Hardness Hardness Coliform Coliform BOD BOD COD COD Oil & Grease Oil & Grease I'olutme 5B Page 20 of29 Punjab State Road Sector Project EMP: ENI 'IRONMENTAL MONITORING FORMA TS JIly 0006 Si. Chainage Details of Duration of Instruments Reasons for Mitigatip(Residential/ N. (i) lctos mntrn usdCompletion Standards Results exceeding NMeasures (eindustrial/ Remarks No. (km) locations monitoring used standards suggested Commercial) 3. Soil Monitoring pH pH Organic Organic Matter Matter Alkalinity Alkalinity Conductivity Conductivity Water holding Water holding capacity capacity Pb Pb 4. Noise Monitoring L daN equivalent L day eq.,valen l L nght equivalent L night eq,u,alen | L equivalent L equivalent Remark Submitted Checked Approved Signature Signature ............... Signature ............... Name Name............................ Name .............. Designation .............. Environmental Engineer Executive Engineer Contractor Technical Assistance Consultant CMU, PRBDB Volt,me SB Page 21 9of9 Punyob Stoie Road Sector Pr-oject EMIP: E.N'X'IRO.\'.IIEN'TA4L AIO\'ITORJV'G FORA4 TS JuAl 2006 C9: ENHANCENIENT MEASURES (To be filled up by Contractor) Name of Corridor Link No.o Consent Total budget Date of Si. No. Corridor Name Site Chainage (Y/N) Total Utilized Stoaf Remarks work Remarks Submitted Checked Approved Signature ................Signature Signature ............ Name ................ ..... Name .................... ...... Name .............. Designation .............. Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant V'olume 5B Page 22 of29 Pziviyab State Road Sector Pr-oject E.VP: EA IRONAIEXTA L MO.ITORING FORAIA TS July 2006 C10: RESTORATION OF CONSTRUCTION SITES (To be filled by the Contractor) Name of Corridor Link No.o (Reporting by Contractor to CMU) Construction stage: Monthly Report - Date ..................... Month ... ........ Year. Labor Construct Borrow Disposal SI. Contract Camp ion Plant Site areas Locations Top Soil No. Package Camp 0 R 0 R 0 R 0 R 0 R Preserved Restored Remark Submitted Checked Approved Signature ................ . Signature ................... .. Signature Name ................... Name ................... .... Name .............. Designation .............. Designation ................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant l'olume 5B Page 23 of 29 Punjab State Road Sector Pr oject EMP: EA\'1IRONMEATAL MONITORING FORAM TS Jdly 2006 01: POLLUTION MIONITORING Name of Corridor Link No. Construction Stage: Report - Date: Month Year r Mitigation measures suggested in last report complied or Not ................................................................. If not reasons thereof............................................................................................................... (Location at which monitoring to be conducted as per EMP) ni 'C E c SPM SPM RSPM RSPM *HC HC sox sox NOx NOx pH pH TSS TSS TDS TDS Turbidity Turbidity Hardness Hardness Coliform Coliform *BOD BOD COD COD Oil & Grease Oil & Grease pH pH Organic Matter Organic Matter Alkalinity Alkalinity Conductivity Conductivity Water holding Water holding capacity capacity - Pb Pb L da. equi-alent L day equivalent L night equi-alent L night equivalent L equivalent L equ.valent * Remark Submitted Checked Approved Signature ................ Signature .................... . Signature Name Name........................ Name .............. Designation .............. Designation .................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 24 of29 Pzinjab State Road Sector Project EMP: EA'WIRONMENTAL MONITORL'G FORMATS Jidll 2006 02: CLEANING OF CULVERT OPENINGS AND LONGITUDINAL DRAINS (To be filled by CNIU, PRBDB) Name of Corridor Link No._ Construction Stage: Report - Date Month Year SI. No. Structural No Pre monsoon Date Post monsoon Date Name of the Corridor 2 3 4 * 5 * 6 * 7 * 8 * 9 * 10 * II1 12 13 14 | Remark Submitted Checked Approved Signature ................ Signature .................... . Signature Name ................ .... Name .................... ... Name Designation .............. Designation .................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Voluzme 5B Page 25 of29 Painjab Slate Road Sectol Pr-oject EAP: EATIRONAIENTA L MIONITORINVG FORMA TS July 2006 CNIU 1: FORMAT FOR KEEPING RECORDS OF CONSENT OBTAINED BY CONTRACTOR Name of Corridor Link No. Construction Stage: Report - Date: Month Year Sl. Contractor'ss Apial lll . arance Applicable Agencies Obtained on Valid upto Remarks No. Name Acts Name of Corridor Remark 0I Submitted Checked Approved Signature ................ Signature .................... . Signature ............ Name ................ ..... Name ...................... Name .............. Designation .............. Designation .................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 26 of 29 Pniijab State Road Sector Project EMIP: EAT'IRONMENTAL AMON'ITORING FORMA TS JhldI 2006 CMU 2: CHECKLIST FOR ENVIRONMENT INSPECTION (Points / Issues to be covered) Name of Road o Date of Inspection Si. No. ESNIP Measures I Provision of a personnel accountable for implementation of ESMP / Safety Measures with Contractor 2 Consent of PCB to Establish HMP 3 Consent of PCB to operate HMP 4 Compliance of PCB Conditions for HMP installation and operation 5 Whether compliance reported through monthly Progress report to Divisional Office of Executive Engineer 6 PUC taken for all Construction vehicles 7 Concrete platform with trap under bitumen boiler, Fuel Tank for HMP and generator set provided or not 8 Precautions to prevent contamination of soil by emulsion, Bitumen, oil and lubricant taken while storing 9 Providing cover to fine construction material & bituminous mix during transportation Borrow areas: a) Borrow areas approved by Department b) Existing land was used 10 c) Nos Opened d) Available Quantity e) Utilized Quality f) Balance Quantity c) Nos of Borrow areas Rehabilitated Spoil and debris disposal: 11 a) Present status of land b) Closure and completion plan Site specific traffic Safety management Plan: 12 a) Contractor installed the warning / regulatory Traffic signs at the construction site b) The arrangement adequate 13 Safety equipment i.e helmet, gloves, gumboot, mask, earplugs etc. provided to workers 14 Health Facility at camp and work site i.e. First Aid kit & suitable vehicle for conveyance in case of emergency / accident 15 Permit for Procuring River sand 16 Licence from Department of mines for quarrying 17 Consent to establish / operation of crusher 18 Provision of labour camp with sanitation & potable water 19 Fire precautions at Hot Mix Plant and site Office 20 Air and noise monitoring done in camp site 21 Whether any cultural property is being impacted 22 Status of drainage provision in camp area 23 General House Keeping Remark Submitted Checked Approved Signature ................ Signature .................... . Signature ............ Name ................ ..... Name .................... ... Name .............. Designation .............. Designation .................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 27 of29 Pirnjab State Road Sector Pr oject EMP: EAN'IROAIE.7'AL MONITORlAG FORMA TS JaIv 2006 CNIU3: SUNMMIARY SHEET (To be filled monthly by CMU and Submitted to HO, PRBDB) Name of the corridor Link No.o Month Date_ Si Description Remarks No. l No Objection Certificate A Hot mix Plant Location 1 Location 2 Location 3 B Cement Batching Plant = Location I Location 2 = _ Location 3 2 Pollution Under Certificate Vehicles = Machineries 3 No Objection Certificate for Diesel Gen set Location I Location 2 4 Labour Camps No. of sites Identified Approved Opened Conforms to conditions imposed at the time of opening of sites Closed 5 Workers No of workers employed No of male workers No of female workers No of day workers 6 Borrow Area No. of sites identified = Approved Opened Quantity of available material = __ Quantity of material Utilized Quantity of Topsoil preserved Quantity of top soil used No of sites closed No. of sites Rehabilitated Volume 5B Page 28 of29 Pzunjab State Road Sector Pr-oject EAIP: EV IRONMENTAL MONITORING FOR.I-I TS July 2006 Si Description Remarks No. 7 Quarry No. of sites identified Approved Opened Material available Material obtained No. of sites Rehabilitated 8 Disposal Locations - No. of sites identified Approved Opened Amount of Waste disposed Type of waste disposed No. of sites Rehabilitated 9 Road Safety Road Safety norms followed as per guidelines, SP-55 and approved Traffic plan 10 Cleaning of Culvert/ drains No. of culverts/ drains Nos Cleaned 1 I Trees No of trees marked for cutting in field No of trees cut No of trees to be Planted Trees Planted 12 Haul Roads = _ Adequacy of maintenance of Haul Road Network Remark Submitted Checked Approved Signature ................ Signature .................... Signature Name ................. Name .................... .. Name Designation .............. Designation ................... Designation Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 29 of29 010 *es * s * - 0 0 * 0 0 0 0 0 * * oov 0 o oo o oo '