Punjab State Road Sector Project * Constiltaicy Ser-vices for Project Preparatory Studlies for Package III (Pliase I) Final Design Report i 4^ El 370 V OL.9 P A Fb I i T A rs[ N' p - r - , -A *I \ *-- '.? - July 2006 * Ju)20 * --BC EOM BCEOM SOCIETE FRANCAISE D'INGENIlERIE JV AARVEE ASSOC IATES * ---- - -- --- ---In as rxiar,on ,. .f, ' BCEOM INDIA PRIVATE LlITED and MDP CONSULTANTS * S-41, Panchsheel Park, New Delhi - 110017 0 0 : S S S S S S S S S S S S S - S 0* 0 0 0 0 0 0 0 0 Punjabi State Ruad Sect.,j PE-ojec EIIP (EKli a,u, -Baiiir- TepIa,) Ju/li 2006 * Environmental Management Plan Table_of Contents *SI.No Description Page No.I * .. . ....T-O- ---------- Li1 Project Description- ----- 0-1.2 Project Interventions 31 1.2.1 Proposed Improvements of the project road 3~t 1.2.2 Details of Bridges and proposed improvement 4 *[-1.3 Environmental Im~pact Assessment 4 1.4 Environmental M!IgSetPa *- 1.4.1 Scop~e - - - - . - - - . .-.. . .4 1.4.2 Objectives Of The EMP 5 1.4.3 Meeting The EMP Objectives 5 *1.5 Clearances Required_For The Poect - -- -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.... N atural .............. ...........Environm ent......... .. .... .. ....................9 2.2 cultural Environment 9 3 MITIGATION AND MANAGEMENT MIEASURES 11 *3.1 Pre-Construction Stage I 3.. PeCntrcinActivities by PRBDB /Construction Supervision Consultant . 1 *__3.1.2 Pre-Construction Activities by Contractor 1 3*2 Construction Stage 11 ----3.2.1, Construction Activities by The Contractor 1 *3.2.2 Construction Activities by The PRBBConstruction Supervision Consultants ~ 12 3.3 iOperational Stag _ _~~. 12 *4 ENHANCEMENT MIEASURES 37 4.1 1Objective.- . . .3-7-- -- - - - *4.2 Methodology--------------37. ... - - 4.3 _Enhancement of Wastewater Ponds i 3 8 *4.4 Enhancement of Religious Structures 38 *4.5 Enhancement of Educational Institutes 38 5MONITORING PROGRAMI 4 0 5.1 EnvironmentalMntrgPan4 - ------- ........ . P lan... 40-------------- I5.1.1 Performance Indicators 40 *5.1.2 Monitoring parameters and standards 42 _5.1.3 Monitoring plans for Environment conditions 42 *6 INSTITUTIONAL ARRANGEMENTS 46 I 6.1 Integration of EMP With The Proect........... ~ 46 6.2 Trainng --- -7 ._7.. BUDqK G ETA R Y PR O V ISIO N S ........5.....0.... .. ... ....... ............................. ... .... . .......... * 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 I 'olutre.SB Page Puiqjab Stole Rowi!i Sectuo P roject EAMP (Kitara, -Banwr- Teplhi) Jslj 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 1.1 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 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 Vo/lumne 5B Page ii PAiljb Stwe Road Seacoui Projc EDIP ('Kh arar--B1aur - Tepla) Ju/b 2006 List of Formats for Monitoring P1: Identification of Disposal Site Locations P1: 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 I olurne 5B Parge Nr Tw : S S S S S 0 0 0 0 0 0 00 *0 0. 0 0 *0 -* * ETO :ITOUTO lv 0 0 0 Poi j(ob State Rood Sector Project EAIP (KHARAR-BAIVUR-TEPLA) J011/ 2006 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 Government 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-3 1 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- 11 Ludhiana Sangrur 40 km * Total 115 km * This Environmental Management Plan (EMP) pertains to Kharar -Tepla Section. The 39 km Kharar - Tepla Section of the roads consist of following links 0 Kharar - Banur 23 km * Banur-Tepla 16 km - 0 0 0 Putnjatb State Road Sector Project F/lfP (KHA RAR-BANIUR- TEPLA) JaJtip 2006 Punjab State Road Sector Project Consultancy Services for Project Preparatory Studies for Package 3 (Phase I) N JAMMU AND KASHMIR | PAKISTAN a, .9*' C GURDASPUR M\ HIACHAL ,.' " '; PRADESH .4 . - .HO ,'R MH.0T.PRRm ( -., |- Fl T11. 1. ,,, -,,,'- 'H * RR U UR ] \AIIT.4, -@ / P '~ N~ 'IGARtH M , -GA ., - ' 1A.b ,9 - -' ' I ,.-"' FAIUDKODT ...... LA -.. -' FlROZPUR .- - , - *- Legend:-, -. ) ' ' @) \ > i . M A - N G A R 'N RAJASTHAN 1*{-t., * ) ( HARYANA Legend :-| National Highway State Highway I Other Roads |--- Int.ial Boun d Project Roads - under Upgradation for Phase-I (115 km) Statena-daay Fig 1 .1 Roads under Rehabilitation for Phase-I (254 kmn) Distret Bounda.y 0 - Railway Liin | Rtver Project Location Map L Volume SB Page 2 of 53 Putnjab Statre Rood Sector Project EAfP (KHARAR-BAIVUR-TEPLA) Jair 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) Type 1: 2no 7.25m (4 lane) divided I 5/700 to 6/400 Carriageway with 1.5m median, 1.5m paved Drg. No 7/200 to 8/565 shoulder and Im earth shoulder on each side PSRSP/KBT/TC - 01 and side drains 2/200 to 3/150 Type 2: As above but earth shoulder and side Drg. No Widening of Two 2 3/500 to 3/700 drain is replaced by a 1 .5m flush covered drain PSRSP/KBT/TC - 02 Lane road to 3/0 o370 for restricted ROW rural sections PSS/BJC-2 divided dual 3/150 to 3/500 Type 3: As Type I but no shoulder and a carrwiageway 3 6/400 to 7/200 raised covered drain and sidewalk for Drg. No configuration 8/565 to 9/185 restricted ROW urban sections PSRSP/KBT/TC -03 Type 4: As type 3 but each 2 lane carriageway Drg No 4 0/000 to 2/220 is reduced to 6.65m for extremely restricted PSRSP/gBTFN C -04 urban sections with low design speed PSRSP_KBT__C_-_04 Type 5: 7m Carriageway with 2.5m paved Widening of shoulder and I m earth shoulder each side for 2 DgNoto a standard Two 5 9/185 to 39/525 lane rural sections with high volume of slow PSRSP/KBT/TC - 05 La. Nwoth moving agricultural and non motorised provision of slow vehicles. moving lane 1.2.1 Proposed Improvements of the project road A summary of the proposed improvements is presented below > Widening of existing carriageway from 5.5/7m to 7/14.5m > Changes of the vertical and horizontal alignment > 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 0 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 Volume 5B Page 3 of53 Pnjjab State Rood Sector Project EMlrP (KHARAR-BANUR-TEPLA) Juli 2006 1.2.2 Details of bridges and proposed improvements Table 1.3: Details of Bridges and proposed improvements Si. Chainage Width of Exi ting Bridge Widening / Width of proposed No Before After Additional / New additional / New Improvement Improvement Bridge (m) (m) (m) 1 6+100 7.7 7.7 New 9.75 2 7+600 To be dismantled New 2x9.75 3 15+550 To be dismantled New 13 4 19+530 6.5 T 13 Widening 5 19+720 6.5 l 13 Widening 6 21+850 To be dismantled New 13 7 22+400 1 l 17 New 2x6.25 8 37+020 8.25 13 Widening 1.3 ENVIRONMENTAL IMPACT ASSESSMENT The detailed design of the project has been closely coordinated with the preparation of the Resettlement 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 SA) 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; 0 Environment Enhancement Measures * Monitoring during project implementation and operations; Volume 5B Page 4 of 53 Punjab State Road Sector Project EMP (KHARAR-B4NUR-TEPLA) Julh' 2006 . Institutional Capacity Building and Training; * Implementation Schedule 0 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; 0 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 53 Punjnb State Rood Sector Project EMP (KHARAR-BA NUR-TEPLA) Ju/l 2006 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.A.4 Volume 58 Page 6 of 53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jotlir 2006 Table 1.4: Clearances Required for the Project Clearances Acts Approving Agency Applicability to the Project Time Responsibility No. Required Execution | Supervision PROJECT PREPARATION STAGE I No Objection Certificate Water (Prevention and Control of Punjab Pollution Control Board Pollution) Act 1974, 4 3 months "EO PRBDB" Project Director Air (Prevention and Control of Pollution) PRBDB Act 1981 _ _ _ _ _ _ 2 Environment Clearance Environment Protection Act 1986 Ministry of Environment and Foest New Delhi x - 3 Wild Life Clearance Wild Life Act 1972 Hon'ble Supreme Court x 4 Diversion of forest land and Forest Conservation Act (1980) Regional Office MoEF 4 6 months "EO PRBDB" Project Director Permission for felling oftrees Chandigarh P DiPRBDB PROJECT IMPLEMENTATION STAGE 5 Permission for Withdrawl of Environment Protection Act 1986 Central Ground Water Board 2 months CONTRACTOR CMU (PRBDB) Ground Water 6 Permission for Withdrawl of Irrigation Authorities for use of To the Extent Possible Surface Water from River/ water from Irrigation Canal. Ground Water will be used, Irrigation Canals River Board I Authorities for However where unavoidable iOts CNRCO M PBB withdrawal of water from Rivers after taking consent from 2 months CONTRACTOR CMU (PRBDB) CMU (PRBDB) Surface water may be used 7 NOC from Archaeological Survey The Ancient Monument and Department of Archaeology Govt. of India Archaeological sites and Remains Act of Punjab x 2 months 1958. 8 Permission for Sand Mining from Punjab Mines and Minerals Concession River Board Authorities/ river bed Rules 1969 Department of Mining Govt. of 4 CONTRACTOR CMU (PRBDB) -__._Punjab 9 Pennission for Opening of New Punjab Mines and Minerals Concession Department of Mining Govt. of Quarry Rules 1969 Punjab / Punjab Pollution Control 4 CONTRACTOR CMU (PRBDB) Board 10 Hot mix plant, Crushers, Cetient Air (Prevention and Control of Pollution) Punjab Pollution Control Board 4 3 months CONTRACTOR CMU (PRBDB) Batching Plant Act 1981 1 Storage of Hazardous Chemicals Hazardous Waste (Management and Punjab Pollution Control Board Handling) Rules 1989 and Manufacturing Storage and Import of Hazardous 3 3 months CONTRACTOR CMU (PRBDB) Chemicals Rules 1989 12 Disposal of Hazardous Waste Hazardous Waste (Management and Punjab Pollution Control Board 4 2 months CONTRACTOR CMU (PRBDB) Handling) Rules 1989 13 Disposal of Construction Waste Water (Prevention and Control of Punjab Pollution Control Board and liquid effluent from Labour Pollution) 4 2 months CONTRACTOR CMU (PRBDB) camps Act 1974 15 Pollution Under Control Certificate Central Motor and Vehicle Act 1988 Department of Transport, Govt. of 4 2 months CONTRACTOR CMU (PRBDB) I P un jab _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 16 Employing Labour Executing Agency of Building and other District Labour Commissioner I week CONTRACTOR CMU (PRBDB) 17 Registration of Workers construction act, 1996 . i CONTRACTOR CMU (PRBDB) Volume 5B Page 7 oJf53 9 9 9 9 S 9 9 9 9 9 0 0 0 Punjnb State Road Sector Project EMP (KHAR AR-R4INUR-TEPLA) Juliy 2006 2. BASELINE AND IMPACT SUMMARY This chapter presents physical, Natural and Socio-cultural environmental baseline and impact summary for Kharar-Banur-Tepla 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 Major Issues along the road agriculture land and plantation along the project road * Toalecuating 0 o areas. The following impacts are likely on the physical * Higher Noise Level with the setting along the corridor: permissible limit * * Loss of productive lands in the direct impact * Road safetyI 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 * Impedance to drainage and water logging due to rising of embankment. 2.1.1 Water Quality There exist 8 bridges and 51 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 50 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. But only SPM parameter was higher than permissible limit. 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 four 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 l olume fB Page , of; , Punjab Slate Road Sector Project EMP (KHARAR-R4!NUR-TEPLA) Jul), 2006 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 11,200 numbers of trees are exist in the 66 ha roadside protected forest area. Proposed improvement of the road will cause cutting of total 7,055 nos. of trees and diversion of 37.1 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 14 religious structures, 7 Educational Institution and 5 hospitals along the road. Total 4 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 Kharar-Tepla Negative Impacts 1 Hand Pumps/Tube wells Relocation (Nos.) 50 2 Pond Area (sq.m) 425 3 Relocation of Religious properties 4 X 4 Transfer of Agricultural land (ha.) 4.91 5 Borrow Earth (Cum) 456,000 6 Quarry Material (Cum) 515,000 7 Water (cu.m) 103,680 8 Nos of trees to be felled 7,055 Positive Impacts 1 Enhancement sites A Cultural/Religious Properties 2 B Surface water body 5 C Educational Institute 2 D Safe Access to educational institution 7 E Enhancement of Bus bays 20 F Rotary Junctions 0 G Village gates 2 H Sitting Arrangement 4 I Vegetative / Wall Noise Barrier I & 3 J Tree Saving (Nos.) 4,145 K Waste Reuse (cum) 159,000 2 Proposed Plantation 14,110 3 Road safety Measures A Major junction improvement (nos.) 3 B Proposal for Rotary Junctions (nos.) 0 C Intersections / Access improvement (nos.) 50 D Bus Bays (nos.) 20 E Pedestrian Crossing (locations) 29 F Street lighting (locations) 9 G Signage boards (nos.) 136 H Side walk (locations) 4 I Traffic calming measures (locations) 8 J Lined Drain (length in Km) 4.5 K Four lane sections (length in Kin) 9.2 L Crash Barriers / Guardrail(locations) 8 M Crash Barriers / Guardrail(length in m) 4,790 Volume SB Pn, 0 of ' Puatjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jilir 2006 Table 2.2: Impacts Matrix S1. Activity MIagnitude Reversible | Irreversible 1 Nature Positive Negative Direct Ind(irect No. -_--_l|Long Term |Short Term PRE CONSTRUCTION I Land Acquisition Medium l v 2 Relocation of Common Utilities and Common Property M v' v v Resources .Medium 3 Construction Camps and Storage Areas Medium v_v_v_v 4 Disposal Locations Medim v' l _____ 5 Borrow Areas Medium vn.__ v v' 6 Quarries Medium a|_v_v_l 7 Hot Mix / Cement Batching Plant Medium l_v_v'_v' 8 Temporary arrangement of land for construction purpose Low i- 9 Arrangement for Construction Water Low ___v_v_v_v 10 Arrangement ofLabour Medium v v v __ CONSTRIlCTION Pll.%SE I Clearing of Site Low ._V_vi_v' v_v_l_V 2 Felling of Trees High li v_vv 3 Disposal of Debris Low l v l1 4 Stripping, Stacking and Preservation of Top Soil Lowv V v - 5 Borrow Areas operation Medium v v v v 6 Quarry Area Operation Medium _vv. 7 Traffic Management During Construction Medium . vv 8 Operation of Hot Mix Plant/ Cement Batching Plant Medium v l _ _ v 9 Labour Camp Low sl _ v l 10 Construction of Road Low _ _ _ i-v_vvv' I I Maintenance of Cross Drainage and Longitudinal Drains Low v v v 12 Use of Construction Water Low v_v_v_v 13 Rehabilitation of Borrow Areas/ Quarry/ Disposal location Medium v v v _ _ 14 Clean up Operation, Restoration and Rehabilitation of Sites Medium v 15 Plantation Medium - Note: Categration of Low Medium High has been done on recommendation of CES Screening Report Volunie SB Page 10 of53 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 0 Punjoeb Site Ruad Sectur P oject EMIP (HIIARAR-BAIN 1R-TEPLA) Jul1 20(6 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. a 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 5B Page 11 of53 Puijub Stile Road SecLol Proje.l EAIP (KIIARAR-BAN"R-TEPLA) JuYi 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: * u Monitoring of environmental conditions through approved monitoring agency. * Monitoring of operational performance of the various mitigation/enhancement measures carried out. Volume 5B Page 12 of 53 S Punjab Slate I?uadSeLlor Pt oj cci LUP KfL-lRAI?-BAAUR-TEPLA) Juh 2006 0 0 0 0 0 0 0 0 0 0 0 * Part A: Environmental Management Measures 0 0 0 0 0 0 0 0 S 0 0 0 0 0 0 S 0 0 Volume SB Page 13 of53 Plinjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) lull, 2006 Table 3.1: Environmental Management Measures S. Environmental ReferenceResponsibility No. Issue anagement easures document Planning and Supervision/ Execution I Alonitor-ing PRE-CONSTRLICTION STAGE Pre-consiruclion acli%ilies bi CM lli. Punjab Roads and Bridges De%elopmenl Board The acquisition of land and private properties will be carried out in accordance with the A 19 PRBDB, P 1 Land Acquisition RAP and entitlement framework of the Project. LA Act mn e4 and Revenue Dept, . (If required) PRBDB has to ascertain that acquisition of land in the post design phase are addressed and its Amendments, Collaborating PRBDB integrated into the EMP and relevant contract documents. PRBDB _ Agencies Clearance of Advance notice, as per RAP shall be given to the encroachers & squatters present in the PRBDB and P.2 Encroachment/squ Corridor of Impact, who need to be relocated. All R&R activities will be undertaken. RAP documents Revenue PRBDB atters (change in Entitlements as per PRBDB entitlement framework will be completed before constructioIl Authority land use) starts. Contractor/ MoRTH 201.6 Agency Trees will be removed from the Corridor of Impact before the actual commencement of the Guideline-I engaged by work with the clearance from the state MoEF, Regional Office. As part of this project total (Guidelines for PRBDB 7055 nos. of trees will be removed. Tree cutting is to proceed only after all the legal arrangement CSC and! P.3 Tree Cutt requirements including attaining of In-principle and Formal Clearances from the Forest with Forest PRBDB Cuting Dept./MoEF and subsequently a written order is issued to the Contractor. Department), Annex 2.2 Stacking, transport and storage of the wood will be done as per the relevant norms. (Guidelines are provided in end of this report) 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. PRBDB, Preservation of (religiously important etc.). 201.2 MORT&H Forest CSC and P.4 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 Community All community utilities and properties i.e., hand pumps, open wells, water supply lines, RAP document PRBDB other P.5 Utilities and sewer lines, telephone cables, buildings and health centers will be relocated before (Annex 2.1) Agencies and PRBDB Common Property construction starts in the project road. / Contractor Resources Relocation of Religious property resources such as shrines, temples and mosques will be relocated P.6 affected Cultural beyond the toe line. Annex 2.3 PRBDB, CSC/PRBDB . and Religious If there is any relocation of the religious structures may happen then it will be identified in Contractor Properties accordance with the choice of the community. PRBDB in consultation with local people VolumneSB Page 14 of53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) JUIY 2006 Responsibility S. Environmental Management Measures Reference No. Issue document Planning and Supervision/ Execution NMonitoring 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 comrleted before the construction starts in these sites. Orientation of The PRBDB shall organize orientation sessions and regular training sessions during all Contactor, P 7 Implementing stages of the Project. This shall include on-site training (general as well as in the specific Refer Table 6.1 CSC and PRBDB Agency and context of a sub-project). These sessions shall involve all staff of PRBDB involved in the of this report PRBDB Contractors implementation of EMP, Environmental Specialists of CSC and Contractors. Pre-construclion ac I i%ies b3 ihe Conmractor/Env ironmenIal Specialisl of CSC P.8 Field Verification and Modification of the Contract Documents 8 J The Environmental Specialist of CSC and. the Contractor will carry out joint field Conitractor/ P.8.1 Joit Field verification to ascertain any possibilities of saving trees, environmental and community Environmental PRBDB resources, if these activities are to be taken up by the construction Contractor. CSC Assessment of Contractor! Impacts due to The Environmental Specialist of CSC will assess impacts and revise/modify the EMP and Environmental P.8.2 Changes/Revisions other required sections of the project document/s in the event of changes/revisions Specialist of PRBDB /Additions in the (including addition or deletion) in the project's scope of work. CSC 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 Crushers, .iot-mix The Contractor shall submit a detailed lay-out plan for all such sites and approval of Noise Rules Contractor/ P r8seplants anid Environmental Specialist of CSC shall be necessary prior to the establishment. Guideline-2 Environmentalo P8.3 pBatching Plants Arrangements to control dust pollution through provision of wind screens, water sprinklers, (Generic Envistal PRBDB Lchin and dust extraction systems will have to be provided at all such sites. Guidelines for cs 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) Air Pollution All vehicles, equipment and machinery to be procured for construction will confirm to the Control Act, relevant Bureau of India Standard (BIS) norms. The discharge standards promulgated under 1981, and Noise Other Construction the Environment Protection Act, 1986 and Motor Vehicles Act, 1988 shall be strictly Rules and Motor Contractor/ P. 8.4 Vehicles, adhered to. Vehicle Act, Environmental PRBDB Equipment and The quiet equipment available in the market shall be used in the Project. 1988 Specialist of Machinery The Contractor shall maintain a record of PUC for all vehicles and machinery used during Guideline-12 SC the contract period which shall be produced EO, PRBDB/ PWD's verification whenever (Guidelines for required. storage handling use and VolumeSB Page 15 o/'53 Punjab State Road Sector Project EMP (KHARAR-BANUR- TEPLA) Jul), 2006 Responsibility S. Environmental Reference No. Issue Management Measures document Planning and Supervision/ Execution NIonitoring Emergency response for Hazardous Chemicals) P.8 Identification and Selection of Material Sources 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 3.1 Contractor/ Locations finalized by the Contractor shall be reported to the Environmental Specialist of Guideline-3 Environmental 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 Environmenital arrangements. MoRTH II 1.3 Specialist of P.9.2 Quarry In case the contractor decides to use quarries other than recommended by DPR consultant Annex 3.2 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 wvill 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 owIn bore well facility for construction work. Contractor may take surface water from the Irrigation Canal with the written consent from the Irrigation Department. To avoid disruption/disturbance to other water users, the contractor will extract water from Cudeline II Environimentat P.9.3 Arrangement for fixed locations and consult with Environmental Specialist of CSC before finalizing the (Guidelines for Contractor Specialist ol P.WaCnteruto locations. (Guidyaelineafr Cotaco CSC anid 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 ofJ53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Ju/l' 2006 Responsibility S. Environmental Reference No. Issue Management Measures document Planning and Supervision/ Execution Nionitoring 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. recommended P.10 Sand The Contractor should obtain copy of the Lease agreement of the supplier and submit to for sand CSC before procuring the sand. extraction for the project. COP ofEnviron me lit al P I Labour The contractor preferably will use unskilled labour drawn from local communities to give Contract Contractor Specialist of Requirements the maximum benefit to the local community. Document CSC and DocumentPRBDB Siting of the construction camps will be as per the guidelines below and details of layout to Construction Camp be approved by CSC Resident Engineer and environmental specialist. Guideline 4 Environmental Locations - Construction camps will not be proposed within 500 m from the nearest settlements to (Guideline for . of P.12 Selection Design avoid conflicts and stress over the infrastructure facilities with the local community. siting and layout Contractor Specialist o and Lay-out Location for stockyards for construction materials will be identified at least 1000 m from of construction C Dand water courses. camp) The sewage and solid waste for the camp will be designed, built and operated. Arrangements for The Contractor as per prevalent rules will carry out negotiations with the landowners for Specialist of P.13 Temporary Land obtaining their consent for temporary use of lands for construction camp /construction/ Contractor CSC and Requirement borrow areas etc. PRBiDB 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 inforniation 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.O, PRBDB prior to the work shop. CONSTRUCTION STAGE Activities to be Carried Out by the Contractor C.A Site Clearance If required, vegetation will be removed from the project road before commencement of MoRTH 201 Environmenital Clearing and constructioni. All works will be carried out such that the damage or disruption to flora other Guideline 5 Contractor Specialist of C.l Grubbing than those identified for cutting is minimized. (Guideline for CSCS PRBDB Site Clearance) CC o3 VoIumeSB Page 7 q[5 3 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jui, 2006 S. EnironmntalResponsibility S. Environmental Management Measures Reference ossue document Planning and Supervision/ Execution Monitoring 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 Environmentil Disposal of of the Environmental Specialist of CSC. MoRTH 202 Specialist iiiad Debris from At locations identified for disposal of residual bituminous wastes, dumping will be carried MoRTH 6 Residenit C. 1.2 dismantling out over a 60 mm thick layer of rammed clay so as to eliminate the possibility of leaching Guideline 6 Contractor 6esidet structures and road of wastes into the ground water. The contractor will ensure that the surface area of such a disposal site CSC, o 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 Managemenit 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 inspectioni on the site with the Contractor. Contractor will ensure that any spoils or material unsuitable for embankment fill will not be disposed off near any water course or agricultural land. Such spoils from excavation can C. 13 Other Construction be used to reclaim borrow pits and low-lying areas located in barren lands along the project .1. Wastes Disposal road (if is so desired by the owner/community and approved by the Environmental 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, stoc'Kl'g temporarily acquired area and/or Right of Way will be earmarked for storing topsoil. The MoRTH:305.3.3 CSC, PRBDB St1ad ri seatiokng oflocations for stock piling will be pre-identified in consultation and with approval of and an preservation o Environmental Specialist of CSC. The following precautionary measures will be taken to MoRTH:305.3.9 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 ofJ53 Punjab State Road Sector Project EMP (KHARA R-BANUR- TEPLA) Jni:ir 2006 S. Environmental Referenceponsibility No. Issue Management Measures document Planning and Supervision/ ____Execution Monitoring 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 minimiium 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 C. 1.5 Accessibility The contractor will also ensure that the existing accesses will not be undertaken without 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 Environm1ental Specialist and Resident Engineer of CSC for approval, seven days prior to a t commencement of works on any section of road. The traffic control plans shall contain and mts details of temporary diversions, traffic safety arrangements for construction under traffic, amendments Environment7l P details of traffic arrangement after cessation of work each day, safety measures for night Guideline 7 Specialist and C.1.6 Plaining for time traffic and precaution for transportation of hazardous materials and arrangement of traffic Contractor Resideiit C.. rfi iesos flagmen. trfi otatr Enginceer otf and Detours The Contractor will ensure that the diversion/detour is always maintained in running management CSCneof condition, particularly during the monsoon to avoid disruption to traffic flow. uring 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 Borrow The location, shape and size of the designated borrow areas will be as approved by the Guideline 3 Environnzcltal C.2.1 Areas for Environmental Specialist of CSC and in accordance to the IRC recommended practice for (Guidelines for Contractor Specialist of 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. management) The unpaved surfaces used for the haulage of borrow materials, if passing through the VolumeSB Page 19 of 53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Ju/l 2006 Responsibility S. Environmental Reference No. Issue Management Measures document Planning and Supervisioll/ Execution M\onlitoring 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. The contractor will obtain boulders from the authorized suppliers only. The Contractor Environmen0tal C.2.2 Quarry 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 transporting construction materials, equipment and machineries as precised. All vehicles Transporting delivering fine materials to the site will be covered to avoid spillage of materials. Environmental C .2.3 Construction All existing highways and roads used by vehicles of the Contractor or any of his sub- Contractor Specialist of Materials and Haul contractor or suppliers of materials and similarly roads, which are part of the works, will CSC. PRBDB Road 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 304.3.2 Environiileiitoi C.3.1 Other Users of Construction over and close to the non-perennial streams shall be undertaken in the dry 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 Siltation of Water borrowing earth for embankment construction. MoRTH: 306 C 3 3 Bodies and Contractor will construct silt fencing at the base of the embankment construction for the Environmental C.3.3 Degradation of entire perimeter of any water body (including wells) adjacent to the project road and Annex 3.5 (Silt Contractor Specialist of er aty around the stockpiles at the construction sites close to water bodies. The fencing will be Fencing) CSC, PRBDB 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. - VohIuneSB Page 20 of 53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) JuIlv 2006 S. Environmental Rferenceponsibility No. Issue Management Measures document Planning and Supervision/ Execution M\onitoring Contractor will ensure that construction materials containing fine particles are stored in an 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 Guideline 8 Environmental C.3.4 and Control of SoiI shrub as per design specifications. (Guideline for Contractor Specialist of CE. ndCnroliof Sol> Turfinig works wvill be taken up as soon as possible provided the season is favourable for soil erosion and CSC. PRBDB Erosion the establishmenit of grass sods. Other measures of slope stabilization will include sedimentation 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 thani 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 Guideliiies-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 Construction streams, water bodies or the irrigation system during construction. Contractor will avoid MoRTH: 111.1 Contractor Specialist of Wastes construction works close to the streams or water bodies during monsoon. I CSC, PRBDB Vo/umeSB Page 21 oqJ53 Pui:jab Stote Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jo/l' 2006 S. Environmental MMRerneResponsibility No IssumeCA M anagement MeASUreS R efe rerncc :En 11plii N.Iseageetesesdocument Planning and Super-vision? Execution -onitoring The contractor will ensure that all construction vehicle parking locations, fuel/lubricants storage sites, vehicle, machinery and equipment maintenance and refuelling 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 establishmenit 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: Ill.I Environmental The Contractor will procure the construction plants and machinery which will conform to MoRTH: 11 1.5 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 111.10 Contractor PRBDB plant located in a cluster of industries should be less than 500 pg. The environmental Contract througD the monitoring is to be conducted as per the monitoring plan. Alternatively, only crushers licensed by the PPCB shall be used. Required certificates and Agreement Engiee 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 Environmeiitl C.4.2.2 Vehicles, requirements of CPCB and/ Motor Vehicles Rules. Act Contractor Specialist of Equipment and The Contractor will submit PUC certificates for all vehicles/ equipment/machinery used for CSC. PRBDB Machineries the Project. C.4.3 Noise Pollulion Noise Pollution The Contractor will confirm the following: Noise Rules Environmental CNoise from All Construction plants and equipment used in construction shall strictly conform to 2002 Specialist ot C.4.3.1 Vehicles, Plants the MoEF/CPCB noise standards. Annex-3.7 Contractor CSC, EO, and Equipments > All vericies and equipment used in construction will be fitted with exhaust silencers. PRBDB andEquipments > Servicing of all construction vehicles and machinery will be done regularly and . Volume5B Page 22 ojf53 Punjab State Road Sector Project EMP (KHA RAR-BANUR- TEPLA) Ju/ly 2006 Responsibility S. Environmental Reference No. Issue Nianagement Measures document Planning and Supervision/ Execution Monitoring 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 minimunm. 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 the workmen as per the International Labour Organization (ILO) Convention No. 62 as far (Guidelines for Personal Safety as those are applicable to this contract. workers or Environiletital C.5.1 Measures for The contractor will make sure that during the construction work all relevant provisions of workers safety Contractor Specialist of Labour Building and other Construction Workers (regulation of Employment and Conditions of in commonPRBDB Services) Act, 1996 are adhered to. operation during 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 parts of the body from different activities have been given in Annex 10 VoltimeSB Page 23 of 53 Punjnb State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jo/lt' 2006 S. EnironmntalResponsibility . E ni e ntaanageme nt Meas res Reference N.Iseaaeetesrsdocument Planning and Super-vision!/ 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 The Contractor will ensure that all signs, barricades, pavement markings are provided as MoRTH. 112.1 Environm1enital C.5.2 Traffic and Safety per the MoRTH specifications.. Approximate quantity of safety equipment may available IRC: SP:55 o Contractor Specialist of' for site works within 10 km. . CSC. PRBDB Traffic Calming measures will be provided as detailed out in Annex-3.6. To minimise the Annex-3.S 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 EnviroCialistat C.5.4 Electrical > All necessary fencing and lights will be provided to prevent entry of public in in common Contractor Specialist otD Equipment(s) construction zones. operation duringCSCPRBDB > Bare wires should not pass on the ground construction) > Loose joints should not allow on the ground > 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 Environimienital C.5.6 First Aid materials and appliances as per the Factories Rules in every work zone Contract Contractor Specialist ol > 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. The contractor will provide, erect and maintain informatory/safety signs, hoardings written MoRTH S01 Environmental C.5.7 Infordatory Signs in English and local language, wherever required or as suggested by the Environmental Contractor Specialist of Specialist of CSC,EO with as per IRC and MoRTH specification. CSC,PRBDB C.6 Flora and Fauna: Plantation/Preservation/ Conservation Measures Volume5B Page 24 of53 * ...@...O .* * . . *@*@e.- S * i Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) JU/P 2(06 S. EnironmntalResponsibility No. EnIronmentangmetesuc Refcere nce No. Issue an a gement Measures document Planning and Supervision/ 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 Enviromninlen ta l C.6.1 Plantation Strategy Minimum 80 percent survival rate of the saplings will be acceptable otherwise the median Contractor Specialist of 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 Chance If any wild animal is found near the construction site at any point of time, the Contractor Environ liecntal C.6.2 found Fauna will immediatcly upon discovery thereof acquaint the Environmental Specialist of CSC and Contractor Specialist ol 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 ol 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 Environmeitil 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 hygienlic manner and as approved by the CSC. The Contractor will construct and maintain all labour accommodation in such a fashion that uncontaminated water is available for drinking, cooking and washing. Contract Environmental C.7.2 Potable Water The Contractor will also provide potable water facilities within the precincts of every Agreement Contractor Specialist of workplace in an accessible place, as per standards set by the Building and other IS 10500-1991 CSC PRBDB Construction Workers (Regulation of Employment and Conditions of Service) Act, 1996. I The contractor will also guarantee the following: VolumieSB Page 25 of-53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jilv 2006 . EResponsibility S. Environmental lanagement Measures Reference o. ssue document Planning and Supervision/ ____Execution Mionitoring 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. d) All such wells will be entirely covered and provided with a trap door, whiclh 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/bathroonms, wherever required, screened from those from men (marked Environmental C. 7.3 Sewa tem in vernacular) are to be provided for women MoRTH: 114.14 Contractor Specialist of ge Y adequate water supply is to be provided in all toilets and urinals CSC, PRBDB P 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 . Wemptied and disposed off in a hygienic manner as per the Comprehensive Solid Waste C.7.4 Waste Disposal 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 througlh an approved monitoring agency. The parameters to be monitored, frequency and Specialist of C.8.1 duration of monitorinig 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. NHAI The Environmental Specialist of CSC will have continuous interactions with local people Environ menital Continuous around the project area to ensure that the construction activities are not causing undue Environmental Specialist of' C.8.2 Community inconvenience to the locals residing in the vicinity of project site under construction due to Specialist of CSC and noise, dust or disposal of debris etc. NHAI VolimeSB Page 26 of53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jalvi' 2006 S. Environmental ReferenceResponsibility No. Issue Management Measures document Planning and Supervision/ Execution M\lonitor ing 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 Environmeiital 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 Guideliene I C.9.1 Tree Plantation State Forest Department; i). Road side, ii) enhancement sites, iii). Forest land iv). (Arrangement State Forest PRBDB Community Forestation d epfartm ent) OPERATION ST.AGE Activities to be Carried Out by the PRBDB/ PWD The PRBDB will monitor the operational performance of the various mitigation/ Monitoring enhiancement 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. PWD will ensure that all drains (side drains, median drain and all cross drainages) are 0.2 Mainteiance of periodically cleared especially before monsoon season to facilitate the quick passage of PRBDB/PWD PRBDB/PWD Draillage 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 M n monitorinig 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 monithis as suggested in monitoring plan. PRBDB/PWD. PRBDB/PWD C ianges 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 development along project road. and Local Civic Bodies PRBDB/PWD VolumeSil Page 2 7 o'5 3 *~~~~ ~ ~ ~ - e * - - - Punjab State Road Sector Project EMP (KHARA R-BANUR- TEPLA) Ju0i 2006 S. EnironmntalResponsibility N. IEssuetl Rnagement Measures Reference No su aaemn esrsdocument Planning and Supervisioni/ Execuition Mlonitorinig 0.6 Removal of Dead Dead animals lying on the road should be removed and buried away from the nearby Local PRBDB/ Animals residences. Authorities PWD Public awareness However the public will be advised to construct the noise barriers such as walls, double glazed windows 0 P7 on Noise levels and tree plantation between the roads and their property PRBDB PRBDB and Health Affects The public awareness is necessary regarding the human health through the news papers and consultations and distribution of pamphlets during the operation stage. Volume5B Page 28 otf53 Puniab State Road Sector Project EMP (KHA RAR-BANUR-TEPLA) Junly 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 oj153 Punijab Slate Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jo/il 2006 Table 3.2: Environmental Management Measures - Bridges S. N oc. W S.'9~,niomna su -- ingmnt Nleiesu . ..* Z*LRe crencec . -. . S :. . 7Planning and ision PRE-CONSTRUCTION STAGE Pre-construction activities by Construction I a niagene Unit Permission from TA Consultant. P. Irrigation department Peniission from Irrigation department shall be taken prior to start of construction work on bridges. "EO PRBDB" CMU - (PRBDB) CMU throughi P.2 Pollution M Water Quality upstream and down stream of bridges will be tested prior to initiation of any work at approved Pollution . PRBDB omtormg the site of new construction ofBridges to establish baseline. Monitorinig I__Laboratory Contractor/Environmental Expert of TA Con%uIiani/C011i (PRBDB) - The conitractor as per prevalenit rules will carry out negotiations with the landowners for obtaining Arrangemenits for their consent for temporary use of lands for traffic detours, material storage, construction machinery TA Consultant. P.3 Temporary Land &equipment, vehicle parking etc.. Contractor shall enter into a written agreements with land owners Contractor CMU (PRBDB) Requirement for all such sites and Environment Officer will be required to ensure that the rehabilitation/clearing up orlhe hilts Prio,r 1[,.- Lnding o%er to Illie o%ners ha%e been carried oiul 3i per %%rillen .,greerneil CONSTRUCTION STAGE Activities to be Carried Out by the Contractor C.A 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 Environment Officer prior to any disposal of waste materials. Contractor shall prepare Comprehensive Solid Waste Management Plan in consultation with Environment Officer and afler approval of plan by Environmental Officer debris shall be disposed off accordingly. Dismantling of No dismantling work shall be carried out at night, or during storm or heavy rain. No dismantling will Structures/ be carried out without identification and approval of site by Environment Officer of TA consultant. Contractor Environimiienit C.C.l tructs Dismantled material will not be stored in canal bed, embankment slopes except material whicih will Officer, CMU Debris Disposal be reused in Construction. All debris requiring disposal will be directly taken to the Pre identified (PRBDB) 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 embankmenit, 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. Vo/umeSB Page 30 of 53 Punjab State Road Sector Project EMP (KHARA R-BANUR- TEPLA) JulIr 2006 '7 I.-i M'5 ~ ResponsbIt S. No. Environmental Issue Z' - .,- t ,> . . . eference r -. ,easure! ,i--i .w,. PItningand;A ;Supnisiois 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 concemned authorities and under supervision of Environmenlt Officer. Wamning boards should be placed at least 500m and 200m from the construction sites on both sides along with battery operated lamp / retroreflected lamps. Flashlighits 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 are required as directed Construction of by the engineer. Environmiiienit C. 1.2 temporary traffic Contractor shall keep the temporary traffic diversions free of dust by sprinkling of water three times a IRC: SP 55 Contractor Officer, CMlJ diversions day and as required under specific conditions (depending on weather conditions, construction in the (PRBDB) 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 containi 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 infonm local community of changes to traffic routes, conditions and pedestrian access arrangemenits with assistance from local bodies and PRBDB. Contractor shall not store/dump the construction material in watercourse. Area for storage of material near the work site will be eanmarked in consultation with Environmental officer of Technical Assistance Consultant/ CMU. This area shall not be at a distance of less than 50 from bank of the watercourse The access road should be free from water logging. IS. 7293 Environmiilenit Cl.3 Handling and storing Storage area should be levelled ground, stacking area should be planned and have racks, stands, IS 7969 Contractor Ot'ficer,.CMl of materials sleepers, access traces etc and properly lighted, all materials consumables, including raw steel or . (PRBDB) 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 e . velocity. This will help turbidity control in downstream and minimum disruption to flora and fauna. C.W.4 Disruption to Otner Contractor shall carry out the excavation for foundation & construction of substructures during lean Contractor Officer, CMe Users of Water season to reduce turbidity levels and soil erosion, which may cause disruption to flora and fauna. (PRBDB) Constructioni 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 bunds, guide walls, bank protection, flooring and approach embankment protection etc. as given in engineering VolumeSB Page 31 o] 53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jiolu 2006 V,V S. No.E' rnelIIse . TW. >L ='; ,' 2i ;- Responsbility ->-sl- ; F'-'>;W--4 . -. Cnd-~ Supen isio design./drawing in such a fashion that will provide safety to the bridge structure and its approaches against damage by flood /flowing water and at 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 whethier 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. t fNo worker should catch fish in the canals. Proper warnings and Instructions to worker will be given Aquatic fauna in this regard. Labor Minimum required labor should stay at night at bridge site and contractor will make 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. Clause no The Contractor should not discharge wastewater, generated during construction, into streams, water 501.8.6 bodies or the irrigation system without preliminary treatment and should conform to Punjab State MoRT&H Water PollIutionl fromn Pollution Control Board. I SeicaonEnlvironmelcnt C.2.1.1 Collution f r om Cofferdams or formwork shall be such as to ensure still water conditions. All waste arising from the Specification Contractor Officer. CMIJ bridges construction activity is to be disposed off in the manner that is acceptable to the State for Road and (PRBDB) Pollution Control Board and as per approved Comprehensive Waste Management Plan. n ge o Wastes must be collected, stored and reused in the construction /taken to approved disposal sites. Act 1981 The Environmental Officer will certify that all wastes generated on bridge site have been disposed off as per norns or in environment friendly manner. To avoid contamiiination from fuel and lubricants, the vehicle and equipments will be properly Clause no Contamination of maintained and refueling / maintenance of vehicles will not be done near the bridge sites. 501.8.6 water from fuel and Diesel Generator set will be placed on a cement concrete platform with oil and grease trap to control MoRT&H Enviroiinieiit C2.1.2 lubricants the oil ingress into soil/ water bodies. Specification Contractor Officer, CMLJ for Road and(RBB Bridge Works (PRBDB) W (P&C) P Act 1981 Contractor will ensure that no construction materials like earth; stone or any other obstructing Environimenit C.2.1.3 Drainage and run-off construction material is disposed in watercourse and will take all necessary measures to prevent the Contractor Officer, CMlJ blockage of water flow blockiig the flow of water. (PRBDB) Volume5B Page 32 o/f53 Puljabl State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Juli' 2006 Resp6Uifility S: o.;Environnmeniallss"ue. "aaeeQla ;t e , ;- ., ,S rcf,,enity Planningfand,r - Ee: . , . :cti' *'n t TMonitoring In addition to the design requirements, the contractor will take all required measures as directed by the Environinent Officer to prevent temporary or permanent flooding of the site or any adjacent area. Siltation of Water The Contractor will not excavate beds of any stream/canals/nala for borrowing earth for embankment Elviroiileiit C.2.1.4 Bodies and construction.. Contractor Officer, CMU Degradation of Water Silt fencing will be provided at bridge locations where rehabilitation / New construction is proposed (PRBDB) Quality 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 Clause No. 111 and during Construction and rehabilitation of bridges. ( Refer Annexure EA& EMP (Rehab.Road) & 50 1.8.6 The contractor should provide Screen around the demolition sites as far as possible where feasible. MoRT&E The contractor will reduce dust nuisance from construction sites by sprinkling of water, encapsulation SMfTH Environficerlt C.2.2. 1 Dust Pollution of dust source and by erection of screen/barriers. fpecf icaRons Contractor Oanficer, CMd Vehicle delivering material will be covered. End boards in loaders will be provided to prevent for ioad anw (PRBDB) 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 programme detailed Act in Environmilent Assesement and Management Plan. Act C.2.3 Noise Pollution - - ,_, Noise Pollution: TThe demolition of bridges / rehabilitation of bridges will be done using good engineering practices so Environiiilcilt C.2.3.1 Noise from Veliicles, that noise levels are kept at acceptable levels. Contractor Officer, CMlJ 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 accidents, illnesses and on -the -job injuries. The meeting should involve Tools Box Meetings groups of 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. 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. Personal Safety Welder's protective eye-shields to workers who are engaged in welding works Environimilenit C.3.1 Measures for Labour > Earplugs to workers exposed to loud noise, and workers working with jack hammer, joint cutting Contractor Ot'ficer, CMUl nmachines, vibrators etc. (PRBDB) > 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 platfomis, gangway, stairwells, excavations, trenches and safe means of entry and egress. Volu,neSB Page 33 oJ 53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Julv 2006 i, - p . .-L Planning and _A Super ision - " - ~~~Execution Noiirn > 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 personnel and workers and to the satisfaction of the Engineer The contractor will comply with all the precautions as required for ensuring the safety of 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 pastc or readymade paint. Contractor will provide facemasks for use to the workers when paint is applied in the form of spray or a surface havinlg 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 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 Gl 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 jackhaimier. 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 Handling of can cause irritation of skin particularly epoxy hardeners (B component) may cause a rash on skin in Environimiienit C.3.2 Hazardous sensitive persons if incorrectly handled. The resin and hardener should not be allowed to come into Contractor Officer. CMU M.ateri/ cs direct contact with skin. The most effective protection is achieved by wearing polythene gloves, (PRBDB) Materials/Clieinicals rubber gloves, with a cloth liner, and protective clothing. The official toxicity classification on container labels may be looked for before starting work. VolumeSB Page 34 oJf53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Ju4i' 2006 S. Nc.. Environmental Issue * ,,, A' -, - s $ ,' . . vi - jer~~cC Planning,arnl Super%ision j .. , ~ . &~. . -t--tq... ~~E%ecutioii /M:.Nonhiforing Barrier creams are recommended but are not substitutes for protective clothing Eyes shall be protected where splashing could occur while spraying. Good ventilation shall be ensured and inhalationi of vapours avoided, If materials are sprayed, a respirator shall be used. If skin contact occurs, it shall be immediately washed with a cleaner, followed 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. 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 Plan/Drawings and as required by the Environment Environimenit C.3.3 Traffic Management officer for the information and protection of traffic approaching or passing the bridge under Contractor Officer, CMl) and Safety construction or through the temporary diversion. (PRBDB) The contractor will ensure that all signs, barricades, markings are provided as per the MoRTH specifications. Before takilg 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. C.3.6 First Aid A readily available first aid unit including an adequate supply of sterilized dressing materials and Contractor Enviro CMeit appliances as per the Factories Rules at every Bridge Construction site. CPRBDBM) C.3.7 Infonnatory Signs The contractor will provide, erect and maintain informatory/safety signs, hoardings written in English Contractor EtlviroCmiet and Hoardings and local language, wherever required or as suggested by the Environment Officer. PRBDB) CMU thiough C.3.8 Pollution Monitor.ig CMU will monitor water quality bothi upstream and downstream of bridges thrice a year as detailed in approved Pollution 'EO PRBDB' Chlapter 4 ( Monitoring Measures ) at the site of new bridges.Moirig - Laboratory CA Contractor's Demobilization Clean-up Operations, Contractor will prepare site restoration plans, which will be approved by the Environment Officer. Environilimenlt C.4.1 Restoration and The clean-up and restoration operations are to be implemented by the contractor prior to Contractor Otficer, CMU Rehabilitation demobilization. All spaces excavated and not occupied by the foundation or other permanent works (PRBDB) Vo/lrmeSB Page 35 oJ 53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jui' 2006 4. Fqq~...* .. .~ o mibiliiy S.,N- * Environmental Issue * , ,-|; r iNm e tMe ur . . . iRiey . I a . a geme .::Wjr " ' Planning n . ueii (MIonitoring shall be refilled with earth upto surface of surrounding ground. The contractor will clear all temporary structures; dispose all surplus material laying in waterway or around bridge site as per Comprehensive Waste Management Plan and as 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 Acii-ilies io be Carried Out by the CNILI (Consiruclion lIanagenieni Ulnit) o O a . The PRBDB will monitor the operationial performance of the various mitigation measures carried out 0.1 Monitorng Operation in the form of river training works as a part of the project PRBDB PRBDB erfma nce The indicators selected for monitoring include the water quality status, Soil erosion etc. The periodic monitoring of the surface water quality at the selected locations as suggested in Pollution 0.2 Pollution Monitoring pollution monitoring plan will be responsibility of PRBDB. These locations will be monitored once Monitoring Agency PRBDB during operation stage. (Refer Chapter 4 Monitoring Measures). througih CMU 0.3 Safety Measures Contractor will submit Accident Safety and Hazardous Chemical Spill Management Plan and will get 0.3_____ Safety____Measures it approved by the "EO PRBDB". The plan should also have details of detours in case of emergency. I VolumeSB Page 36 otf53 N0 0 0 0 0 0 0 0 0 0 SETO :EHNEETMAUE 0 0 0 0 0 Punjah State Road Sector Project EMP (KHARAR-BANUR-TEPLA) July 2006 0 * 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. 9 * 4.1 OBJECTIVE The objective of Environment Enhancement is; * . To improve visual qualities of highway by providing aesthetically pleasing landscape features v 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 0 The conceptual drawings along with other inputs used like selection criteria, Design concepts, v discussion with communities / site authorities were discussed with PRBDB officials for their approval. - VolumeSB Page 37 of53 l0 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) July 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 furnished 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 38 of 53 Punjab Stite Road Sector Project EMP (KHIARAR-BANUR-TEPLA) 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 2 3 Wastewater pond 5 * 4 Village gates 2 5 Bus bay 20 - 6 Sitting arrangement 4 7 Access to Educational Institute 7 0 0 0 0 0 : 01 01 0- i- 0|*Vlm5 ae3 f5 S S S S S S ETO :MNTRN RGA S S S S S S Punjab St(ate Road Sector Project EMP (KHARAR-BANUR-TEPLA) 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 (PIs). 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 5.1. Vo/ume5B Page 40 of 53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jiul 2006 Table 5.1: Performance Indicators for Project Implementation No. Indicator Details Stage Responsibility A Environmental Condition Indicators and MNionitoring 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 throughi approved monitorig aency The parameters to be monitored, frequency and duration ofmonitoring Operation PWD throughh approved monitoring agency 3 as well as the locations to be monitored will be as per the Monitoring Construction CMU through approved monitoring agency 3 Water Quality Planl prepared (Refer Table 5.2) Cntuto M lrul prvdmntrn,aeiv Operation PWD throuigl approved monitoring agenicy CMU through approved monitoring agency. Construction 4 Soil Quality Operation PWD throtighi approved monitorinig agency B Environmental Mlanagement 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 2 Borrow Areas indicative of environment in the area has to be reported. Refer Pre-construction CMU Guidelinies 3.5 (Guidelines for Borrow Areas Management) for the identifjed Borrow Areas. 3 Tree Cutting Progress of tree 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 Mlanagement & Operational Performance Indicators I Survival Rate of Trees * The number oftrees surviving during each visit will be compared with Operation Forest Departimenit/ PWD the nmiber of saplings planted 2 Status Regarding Rehabilitation The CMU will undertake site visits to determine how many borrow The PWD/PRBDB will be responsible for a of Borrow Areas areas have been rehabilitated in line with the landowner's request and Operation period of three years. to their full satisfaction. 3 Soil Erosion Visual monitoring and operation inspection of embankments will be Op t The PWD/PRBDB will be responsible for a - carried out once in three monthis. peration period of three years. VolumeS8 Page 41 of53 Puwjab State Road Sector Project EAMP (KHARAR-BANUR-TEPLA) Julv 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 42 of53 Punjab State Road Sector Project EMP (XHARAR-BANUR-TEPLA) Jt/li 2006 Table 5.2: Environmental Monitoring Plan Attribute Project Stage Parameter Special Guidance Standards Frequency Duration Location Implementation High volume sampler to Along the road (refer Construction be located 50 m from the Air (prevention and Three seasons per 2 lours table no 5.3)(ref RPM, and S0 dr plant in the downwind Control of Pollution) Samping Hot niix / batching plant Operation sp,aidS0 iectioied bye CPCtlfor Rules, CPCB, 1994 Two seasons in a Sapig Along the road (refer analysis year for three years table no 5.3) PRBDB All essential PRBDB Cosrcin chiaracteristics anid Along the road (refer Construction some of desirable Grab sample collected Indian Standards for Four seasons per year table no 5.3) . . from source and analyse Inland Surface Waters Grab Water characteristics as as per Standard Methods (IS: 2296, 1982) and Sab decided by the for Examination of for Drinking Water (IS Sampling Operation Eci al Water and Wastewater 10500 - 1991) thr years Surface water sources OSpecalist of the three years PRBDDB Equivalent noise levels Along the road (refer PRBDB Construction usilng an integrated noise Three seasons per table no 5.3) level meter kept at a year Hot mix / batching plant Noise levels on dB of pavement MoEF Noise Rules, Leq in dB(A) Noise (A) scale of pavement 20 fdytm Equivalent noise levels 000 and night time Along the road (refer Operation using an integrated noise Three seasons per table no 5.3) level meter kept at a year for three years. PRBDB distance of 15 from edge ._ _of pavement _ Cntuto Threshold for each Along the road (refer Soio Monitorinig of Pb, Sample of soil collected contaminant set by IRIS Four seasons per year Grab tabie xio 5.3) plant Soil SAR and Oil & to acidified and analysed database of USEPA Sampling Hot nix / batcdlig plant(r Grease using absorption until national standards four seasons for Along the road (refer Operation spectrophotometer are promulgated three years table no 5.3 PRBDB Borrow Construction As per Guidelines Visual Observation Once in a month Borrow area location Contractor area I . Tree Operation stage As per Quarterly Areas where plantation PRBDB Plantation se Reabilitation Plan 3is being done3 Vol'i,me5B Page 43 ofJ53 Punjuab Siie Ru?uud Sejo- Piujec1 E,1IP (KhiARAR-B3AAVlR-TEPLA) J011 2006 Table 5.3: Environmental Monitoring Locations Environmental Si No. Chainage (Near Location Remarks Component by) 1 0.400 Kharar town Residential/Commercial 2 22.400 Banur Junction Residential/Commercial Air quality 3 39.400 Tepla Residential/Commercial 2 29.400 Sirhind Junction Residential/Commercial Hot mix plant l 6.200 Landran Ground water (Hand Pump) Water .f 2 15.2 Darri ace water (canal) Water quality 3 Labour camp site (Drinking water) 4 Construction sites (Drinking water) 1 0.400 Kharar Residential/Commercial 2 19.400 Engineering Sensitive ___ ___ ___ __ ___ ___ ___ ___ ___ C o lleg e _ _ _ _ _ _ _ _ _ _ _ _ _ _ . 3 22.400 Banur junction Residential/Commercial Noise monitorng 4 39.400 Tepla Residential/Commercial - - 5 Construction yards Soil quality At two locations Table 5.4: Desired Monitorin and Reporting Process and Res onsibilities Contractor CSC Consultant CMU, PRBDB Reporting Implementa Oversee from PRBDB Form Item Stage tion and Reporting Field Reportin to World atuo.erpotinso to CMU, Copine g to EO, Bank) to TA PRBDB Monitoring PRBDB Identification P One Pi for disposal Pre - DOne Time Time One Time One Time One Time One Time locations construction Tm Setting up of Pe n n P2 Construction Pre- One Time Time One Time One Time Time One Time Establishment Pre- P3 of Borrow consrction Monthly Monthly Quarterly Quarterly Quarterly Quarterly areas Establishment Before start of One One Time One Time One Time One Time of HMP/ BMP construction One Time Time Oei Oe m Oem Oem Road Safety Pre- P5 and Traffic construction Monthly Monthly Monthly Monthly Quarterly Quarterly Management . Arrangement Pre- P6 for Temporary Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly Land P7 Pollnution Pre- Quarterly Monitori y on receipt Quarterly Quarterly Quarterly Monitorng Construction ng of results Tree During P8 cutting/Stump construction Monthly Monthly Monthly Quarterly Quarterly Quarterly 1 Removal period -_-_- Identification P9 of Source of Pre- One Time One One Time One Time One One Time water for construction TmeTime Time Construction Details of During Cl earthnwok Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly periodlocatons/ p Details of Hot During C2 Mix eryan Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly Mplant period . Details of During C3 landfill Construction Monthly Monthly Monthly Quarterly Quarerly Quarterly _ locations/ period __nf Details of During 5C4 Machinery in Construction Monthly Monthly Monthly Quarterly Quarterly Quarterly __ _ _ _ Operations period__ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ C5 Redevelopmen During Mnhv Mnly otly Qaery Half Qurel t____ of borrow construction Motl Mnhy Mnhy Qurey Yearly Qarrl Voliume 5B --PagC e11 of'5" PJijipd Srae Rvud Seclut Pioject EMlP (KJIARAR-BA.%VR-TEPLA) Jul[ 2006 Contractor CSC Consultant CMU, PRBDB Reporting Implementa Oesefronm PRBDB Form Item Stage tion and on Reporting Feied Reportin to World at No. ItmSae Reporting on to cu Copine g to EQ. Bak to TA PRBB MnCompiance PRBDB Consultant Monitoring areas period C6 Safety Check During Half C6 List construction Monthly Monthly Monthly Quarterly Yearly Quarterly List ~per-iod Yal Accident During After After Immediatel Half C7 Report construction Accident Accident y on receipt Quarterly Yearly Quarterly T__ _ period of report_ _ _ _ _ Pollution During During C8 Monitoring construction Quarterly Monitori Quarterly Quarterly Quarterly Quarterly period ng C9 Enhancement During Monthly Monthly Monthly Quarterly Quarterly Quarterly Restoration of Construction Immediate after One CIO Construction One Time Time One Time One Time One Time Quarterly 01 Pollution During Quarterly Quarterly Quarterly Monitoring Operation Monitoring of Twice a culvert Drnyeryear 02 opening and Operation Pre and Post Pre and longtudinal monsoon Post drains mmonsoon FORMS TO BE FILLED BY CMU/CSC Form for keeping records of SConsent CntuioHalf CMUI obtained by Constructio Quarterly Quarterly Quarterly Yearly contractor (To be filled by CSC Consultant) CU2 Checklist for CMU2 Environment Inspection Summary CMU3 Sheet (To be Constructio Quarterly Half CM3 filled by n --Qatry Yearly CMU) The reporting formats are presented in the end of the EMP Document Volume 5B Pag e ,e 5of5 I 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 0 9 9 9 9 0 9 ETO :ISIUINLARNEET Puljojeb Sltole Ro (l Sectui P,uject XLIP (JIMARAR-BLANUR-TEPLA) July 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 specialist 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 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 activities are presented in Table 3.1. Detailed environmental monitoring plans for air, noise, soil and 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 Contractor or before commencement of the works. V'olume 513 Pag,e 46 of > Pul lj(ib Slate Rudl SecIui Piujeci EJ1IP (KIIARAR-BI3AUR-TEPLA) JulY 2(006 Figure 6.1: Institutional / Implementation Arrangements PRBDB | Project Director 0I ESDRC Deputy Project Director NODAL OFFICERS Project Manager - Revenue Dept., (Coordination) etc. / * Project Manager\ E o(Enn ironment \ 0 CMU * Executive Engineer 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 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. 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 * During Construction I'olume SB Page 4' 7f* Puljab Stlae Ruad Sectur Piu jec; lAIP (KIl I?AIR -BA'NAUR- TEPLA) July 2006 0 During Construction * During construction at site a Before de-mobilization of Contractor > After Construction before Start of Monitoring The training modules have been developed. Table 6.1: Training Module S. No. Training Recipients of Env ronmental Aspects Training Conducting Si N. ranig ecpiModeaiin to be covered in training Agency lTraining modules SESSION-1 (BEFORE START OF CONSTRUCTION WORK) 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 Assessment contractor and collaborating and Government agencies discussion Module-1l 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 _ agencies SESSION -II Module-IV Staff of PRBDB (Nodal Level), Lectures; Project related Project CSC staff of CSC, PWD / CMU Demonstratio related environmental engineers, Engineering Staff of n 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 Construction Management engineers, Engineering Staff of and action & Environmentally, contractor. plan for the Sustainable operations of project Highways Module-VI Staff of PRBDB (Nodal Level), Lectures; Supervision and CSC staff of CSC, PWD / CMU Group Monitoring, Reporting engineers, Engineering Staff of Discussions Formats contractor. 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 Safety during Construction Module-ll 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 of Lecture Environmental Friendly CSC CSC, All Staff of contractor Sessions, Construction Methodology Workshops & and Workers Safety Presentation Volume SB PI ge J. zf 5, Punjub Stle uad Sealu- Pi ujeCI EAIP (lElA RAR-BANVI R-TEPL4) Ju/v 2006 Mode of Environmental Aspects Training Conducting SI. No. Training Recipients Training to be covered in training Agency modules Module-1l PWD / CMU engineers, Staff of Practical on Safety Practices CSC CSC, All Staff of contractor. Site 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-lI 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 Monitoring 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 Izo/ume sB Parg,e 49 of S3 S S S S S S S S S S S S S S S S S S S S S S S S S S 5 SECTION 7:- B UDGE TARYPRO VISIONS S S S S S PuinjaStalte Ruad Secloi Projecl EIP1 ('K HARAR-BANUR-TEPLA) bJkli 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 5n r,,g e S /7 ofS P mjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Jiili 2006 Table 7.1: Environmental Budget (Part A) Si. IUnit Clost No Component Stage Item Unit Rs.) Quantity Total Cost (A) FOREST CLEARANCE Forest Compensatory afforestation 1:2 land Ha. 90,000 74.2 6,678,000 Clearane Pre-Construction afforestation 74_2_6_678_000 2 Net Present Value Ha 920,000 37.1 34,132,000 -__ MITIGATION (A) Forest Clearance 40,810,000 (B)jMITICATION 3 Relocation of Hand Pumps (Included in No. Cost 50 RAP) RAP 4 Water Pre-Construction Silt Fencing M 1250 200 250,000 5 Combined oil & Sedimentation chambers No. 43,200 1 43,200 6 Oil Interceptors at Vehicle parking areas No. 2,200 2 4,400 7 Noise Construction Vegitative Noise Barrier (I location) Nos. 400 25 10,000 7 Wall Barrier (3 locations) Cum 1760 70 123,200 (B) Mitigation cost 430,800 (C) MONITORING At 3 locations, three seasons Monitoring along the road No. of in a year for a period of 120,000 Montorng log te radSamples 5,00 years (Total 3x8 =241200 10 Construction Samples) Monitoring at Hot mix plant and batch No. of At 2 locations, three seasons I ln Smls 5,000 in a year for 2.5 years (Total 80,000 Air Quality plant Samples 2x8 =16 Sample) i a At 2 locations, two seasons Monitoring along the road at locations No. of in a year for a period of Operation where monitoring was done during Samples 5,000 three years (Total 2x2x3 60,000 12 constructions 12 samples) Drinking water quality monitoring at No. of At 2 location, four seasons Water Quality Construction labour camps/ works site Samples 4,000 2x10 = 20 samples) 80,000 Volurne5B Page 5/ of 53 Puatjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Juia 2006 Si. CUnit Cost No. Component Stage Item Unit (Rs.) Quantity Total Cost No. of At 2 locations, four season 15 Monitoring along the road Samples 4,000 in a year for 2.5 years(Total 80,000 15 Saples2x1 IO 20 Samples) Monitoring along the road at locations At I locations four seasons Operation where monitoring was done during -do- 4,000 in a year for three years 48,000 16 constructions -_-_-_(Total I x4x3 = 12 samples) No. of At 4 locations, three seasons Monitoring along the road Sa Ips 1,500 in a year for 2.5 years (Total 48,000 19Construction ampes 4x8 =32 Samples) eNo. of At 2 location, three seasons 20 Noise Monitoring at construction yard Samples 1,500 in a year for 2.5 years (Total 24,000 20 Saples2x8 =16 Samples) Monitoring along the road at locations No, of At 3 locations, three seasons Operation where monitoring was done during S 1,500 in a year for 2 years (Total 27,000 21 constructions Samples 3x3x2 =18 Samples) No of At 2 location, four seasons 24 Monitoring along the road Nomofs 3,000 in a year for 2.5 years (Total 60,000 2 Construction 2 xlO =20 Samples) Soil Monitoring along hot mix plant and batch No of At 2 locations, four seasons SoilntSapls 3000 in a year for 2.5 years (Total 60,000 25 pantSamles2x1IO = 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 26 Saples x4x3 = 12 samples) (C)- Monitoring Costs 723,000 (D) ENHANCEMENT 27 Enhancement Construction Enhancement of Primary School No. 113,705 2227,410 Enhancement 28 Sites (2) Construction Enhancement of Temple No. 158,550 2 317.100 29 Enhancement Construction Access to Educational Institutes No. 20,000 7 140.000 Sites (3) 30 Sites (4) Construction Bus Bays (Included in Engineering No. 5,000 20 100,000 E nhane m ent C o s r c i n d esig n ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 31 Enhancement Construction Sitting Arrangement No. 18,000 4 72,000 Sites (5) 5 ' oJ 53 VolameSfi Page 52 qj'53 Punjab State Road Sector Project EMP (KHARAR-BANUR-TEPLA) Juli' 2006 No. Component Stage Item Unit Unit Cost Quantity Total Cost N o .__ _ _ _ _ _ ( R s ) 32 Enhancement Construction Waste Water Pond No. 10,000 5 50,000 Sites (6) _ _ _ _ _ 33 Enhancement Construction Village gates No. 20,000 2 40,000 = ( ) (D)- Enhancement 946,510 Summary of Cost (A) Forest Clearance 40.810,000 (B) Mitigation cost 430,800 (C)- Monitoring Costs 723,000 (D)- Enhancement 946,510 Total 42,910,3 10 Contingency ;,5% 2,145,516 Total Cost 45,055,826 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 30,000 24 7,20,000 rehabilitation - Total (Rs.) 2,230,000 Volume5B Page 53 ofJ53 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 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 a 0 S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Anxr .:TpclCosScin 0 Aneue11 yiclCosScin 0 0 0 0 S 0 0 0 0 0 0 0 0 i I0 V PROPOSED CENTRE LINE 002 -2800 (MlNlMUM) - - 21500 1500 VARIES 1000 1500 7250 21 0 7250 1500 1000 VARIES TOE t PAVED PROPOSED ME IAN PROPOSED PAE rr DRAN ° SHOULDER CARRIAGEWAY CARRIAGEWAY SHOULDER OUS i |0 SDBCFINISHED PROFILE CORRECTIVE 30- ROAD LEVEL SHl OULDER (CC) VVITH BM WMM G.L ------EXISTING CA|RIAGEWAYI --\ Do .1~-- ----IO EXISTING < BML -~ CARRIAGEWAY GSB TYPE -IA (R4Lov) SUBGRADE FOUR-LANE DIVIDED CARRIAGEWAY ON RURAL STRETCHES: OVERLAY DESIGN IN PROPOSED CENTRE LINE 28000) (hNIMUM) 21 00 VARIES 1000 1500 7250 7250 15 000 VARIES 1500 aS PAVED PROPOSED MEIIAN PROPOSED PAVED tx TOE ° SHOULDER CARRIAGEWAY CARRIAGEWAY S 0 CARIAGWAY ARRIAGEWAY ~L ~ ~ J 7 FINISHEDD O SDB FINIHED | PROFILE CORRECTIVEO C) /;1n ODEE OREP WITH 9M WM 0 EXISTINGCARRIAGEWAY GSE SUB GRAD E TYPE - 2A (R4Lov) FOUR-LANE DIVIDED CARRIAGEWAY ON RESTRICTED ROW RURAL STRETCHES: OVERLAY DESIGN r PROPOSED CENTRE LINE 22000( NIMUM) 1500 1500 7250 7250 150) 1500 PROPOSED ;IANPROPOSED CARRIAGEWAY CARRIAOGEWAY D FIN SHED LSDBC ROA LTVNL COCRWMMT EXISTING CRAEA NOTES:. SC |j\DANTP CABE DNII.LENM,OVFKI BA DBM CHAONAEEISTING TCARIFY E DISMANTLE EXISTING 1 F FIUM;OU50NF/AEONSKTIIIO WM - -CARRIAGEWAY PAVEMENT TO REQUIRED DEPTHPAE NTRUUE-I TYAlE 2R4LMACADAI P ROM TO BC DEM BC DI MEM WMM GSB SSG SUDMCAKF51 DNSE ITSIN,RIVSOCEE UGAETYE 8(4LR 32 _.5 2 0 656 0250 200~ 500' 0 IDE SLONES 1E ADINMLTEDIMOETVER 'NECESSARYTOAVKOWLAOACUFII FOU R-LAN E DIVIDED CARRIAGEWAY ON RESTRICTED ROW URAL STRETCHES: NEW RECONSTRUCTION 00 [ 43900 2A 50 80 50 8 60 250 200 500 1A_419DIMENSIONS SEENMILLIMETRESTESTRTHERWISESEECLIFT 4,00, s _s 2 - 501 60 250 | 200 500! OIMENSIONSARE NOT15ETSCALEDANDONLY WITTEN DIMENST.1N1REPDLLOETD SCALE: -.-TSRS1R PROJECT: NAME I INITlALS DATE TITLE IcIom Z L TYPICAL CROSS SECTION .T TO SCALE PUNJAB STATE ROAD SECTOR PROJEC(' DRAWN NF - 10..06 KHAPAR-BANUR-TEPLA CUENTSAE .:DEINE 5 0.06.06 TYPE .2 CURR T PUNJAB ROADS & BRIDGES CHED F - 1-.04.0 CONTRACT: PSRSP/U/0; (ICB) D DGSC-e o N.D RE CAD FILE: TypXS-kD4 dBD 'O. Fl O , APPROVED SEE - 10.04.06 DRGNO PSRSP/KBT/TC -02 CAR RAVARA PROPOSED 250 -VAR IES P R P O E M L) R P O E )S C CARRIAGEWVAY SIWAL IS 1 150 0 F PROFILE CORRECTIVE BUILDING LINE NISHw j | CO~~URS c)WlhB G . - - - - - F -- - -up - - -- - - - - - - - EXISTING CA4RLAEEWAY r Sc -DRAIN TYPE B DBM sUBGRADE NOTES.. I E41.,,: RUESL. *-LANE.OCSELAT SNDN SITI^.LAMIO. MAWtClOAMI r OF EXISTING R HC IIIME'rlNOS l CSiONCT CARRIAGEWAY N55M WEE EMlA MACADAM SISAL SEMI DENSE DITOMMIwoS CONCRETE S'D1 1.1DESEAITN, ,ACG,K, PAVEMENT STRUCTURE SUAAI nCHAINAGE Al T UK- OV _ERxNEWI RECONSTRUCTION ALL DIMENSIONS EE IN MILL.E0EES UNLESS MEEnwSESIElF-D TYPE N 3A (U,SILo) FD S.....0 SA 00 OEM BO m025 200 0i FOUR.LANE DIVIDED CARRIAGEWAY ON URBAN STRETCHES VWTH RESTRICTED ROW: OVERLAY DESIGN ; 5 3A 5 0 500: A 250 200 000 --8 ,555 9 1 5 3A 50 100 5 0 10 50 250 200 , 500 NE. PUJA STT ROAD SECTO P-ERROl KHAPARBN-TPL X - - - - -Y.E - 3 *--- eq...... C@O@@ -@@OO@@0@*@.@@@* 005 PROPOSED CENTRE LINE 2500 / VARIES 6650 1 bO 6650 2500 / VARIES SIDEWALK PROPOSED M1IAN PROPOSED SIDEWALK 15 00 CARRIAGEWAY CARRIAGEWAY FINISHED PROFILE CORRECTIVE -2 \ 2Y. 2Y_ I7 . ali C - ---- --- -- S & - M - - - - j EXISTING CARRLAGEWAY DANTP DRAIN TYPE E DBSC GS8 SUB3GRADE-! NOTES:. I.RFI RURAL, -LANE. OVERLAl RIo RIRAL. 4LANE. NEWE IRCONNTRLICtION "I l ENIIN(I) 5 CONCRETE D8l ENSESi 1UNIINOUS OLACADAJ AE RITVNINOLIS MACADAMN OP EXISTING WNIE WTll MIA M,CAiDAM CARRIAGEWAY IOEL SEMIEDENSE BITLMNOASONCRE1E ' EElERDRAWINGNO SC.WID KS RONEOULEO-SIDEWAL. ALT- E.-INIT PAVEMENT STRUCTURE A.LEN EINEIONA ASTPE E4A U4 CHAINAGE I T OVER EXISTING NEW IRECONSTRUCTION rENIERNONS AR NorTRAEESCALER AND ONLE WRITTEN DIIENSIONR00RE OLLOWED Y - (4LOV)FROM I TO S DM BC DBM BM WM GSBI SSG N50rEGOILI01UrIOIOR 0055551 IFH>I-o FOUR-LANE DIVIDED CARRIAGEWAY ON URBAN STRETCHES WITH RESTRICTED ROW: OVERLAY DESIGN 0 0 4A [ 50 80 ES 250 200 500 E- -_ - _. B- ~ MV SALE CWLRAJTE PROJECT: NAME / INIrAALS DATE TY PICALE WIM SCATYPICAmL CROSS SECTION RRRaREREDoRRD PUNJAB STATE ROAD SECTOR PROJECT DRAWN N8 - 00606 KHARAR-BANUR.TEPLA NOT TO SCALE CUENT: DESIG-NED 10IR~-I.DR.RR TYPE - 4 PUNJAB ROADS & BRIDGES CONTRACT PSRSP/U/O; (ICB) PUEINJAB ROA DS WSWER DRR04 B R IDGESVCHECKED PF - 10.06.56 RE acsicO'W CF m4rsm CAD FIL: y)sRiDR5 o O EEONIN O R APPROVED) O 05 RG NO: PSRSPIKBT/TC - 04 PROPOSED CENTRE LINE 006 PAVED AvEAENT STT_E-R - 3MM TE V AI A V 33193& 2soEN 5 AJlseCNASE OlITF VER EXISTIN| WRLGQUTO SU PAVED PRO04SED P_EVD -lo SIGTC|35,C0s50 25000500 TOE SNOULDDR CARI-GEwAY SHOULDER s 12+323 03 u 0 10050s 250 200 500 PROFILE CORRECTIV'E --- 25 0 SHOULDER WVM ROADSTUD3C0 303CURSEPCc 2 0 030 ! s0 250 200 300 33. 13.0.o a32,T0 SR 0 so0-s 50 250 200 sa0 2 02-7=0.000 5* | 0 30 00 s 0 30 200 200 0 , -- j 4 - - ElSTING CARSIAGEWStIA- - - -DL. ,.. - - - SOJSUBRADE I W M|OFEX G G.L !PROPOSED CENTRE LOIlE BC- TYPE.5A (R2L-o) TWO LANE CARRIAGEWAY ON RURAL STRETCHES: OVERLAY DESIGN Iw3 20 | _E_2 1 1 ___ __ _1_0 _ _9R_3L_ EXISTING CARRIAGEWAY 7.0,, TOE o PACED | PTOEO | I DRAIN 5 ~ 3OODRCAVR3OjOE.'AYTOJLE O || PROFILE COSISE .. ETE SHOULDER TOAD STUDO Im IC EVISIUE W3-m7 GLii - -D - - L- - - - - 7 E-I'ING C¶NRIAGEOA PROPOSED CENTRE LINE EC | SUSGRADE TYPE-5A (R2L-R) __________ __________ _________ _ _ _ _ _ _ _ _ _ 1 aD2 |TWO LANE CARRIAGEWAY ON RURAL STRETCHES: OVERLAY DESIGN 1 SHO11 ULDER CAR EWY iEXISTING CARRIAGEWAY 5 5m TOE DRAIN SHOULDER WM ROADSrUV9 m SDBC3 m _____2_ %N OTES,. SCARI EXISTING PAVE\ENT 7SC TYPE-5B (RtLr.) TWO LANE CARRIAGEWAY ON RURAL STRETCHES: NEWI RE CONSTRUCTION act"0SAE MSOR35 RJETINAME I IITl LS DATE TI,.TYPICAL CROSS SECTION NO O CL W- AMPNOZ~.SoA .PUNJAB ST'ATE ROAD SECT'OR PROJ EC'I DRAWN 53 30 30.06.06 KHIARAR-HANUR.TEP'LA OT OCSCNT DESIGNED | I |i4 oo.o6.oe TYPE -S BC ~~~ TYP-S NT2Lr 3730 ...03| PUNJAB ROADS & BRIDGES CHECKED S I CONTRACT. PSRSP/U/01 (CDB) 5 ts358 | 3rr2m3 DOlT VP CADFILE: TpXS-k|ft A DEVEL.OPMIENT 1OARI) |APPROVED S00.06 IDRGNO. PSRSP/KBT/TC - o5 S S S 0 S S * Annexure2: 0 S Annex 2.1 Details of affected open xvells, hand pumps and tube wells Annex 2.2 Detail of the Trees to be cut Annex 2.3 Details of affected Religious structures S S S 0 S 0 S S S S S S S S S S S S S S Punjab State Road Sector Project EMP: ANNEXES (Kilzarar-Banur-Tepla) July 2006 Annex 2.1: Details of affected open wells, hand pumps/tube wells, waste water ponds and schools Type of Community Property S. No Chainage Side centre line (in Hand Pumps/Tube Wells 1 0+582 LHS 9.0 2 0+708 RHS 6.8 3 1+006 LHS 8.9 4 1+081 RHS 9.7 5 2+054 LHS 7.2 6 2+086 LHS 8.5 7 2+821 RHS 10.5 8 2+823 RHS 8.2 9 2+824 RHS 8.8 10 3+365 RHS 9.7 11 3+442 RHS 10.1 12 4+788 RHS 8.9 13 6+301 LHS 8.8 14 6+461 LHS 8.8 15 6+582 LHS 10.2 16 6+649 LHS 10.9 17 6+651 LHS 10.5 18 6+657 RHS 11.5 19 6+946 LHS 8.6 20 7+221 LHS 10.3 21 7+221 LHS 14.2 22 7+278 LHS 14.9 23 7+466 RHS 9.1 24 8+711 RHS 6.9 25 9+000 RHS 7.6 26 9+603 RHS 12.3 27 10+735 LHS 5.8 28 12+337 RHS 10.6 29 12+692 RHS 13.0 30 12+766 LHS 9.4 31 12+861 RHS 12.2 32 14+315 RHS 13.0 33 15+266 LHS 12.7 34 15+988 RHS 7.4 35 19+347 RHS 10.7 36 19+354 RHS 7.3 37 21+445 LHS 8.0 38 22+308 RHS 8.2 39 22+433 LHS 7.0 40 22+880 LHS 14.2 41 23+389 LHS 12.2 Volume 5B Page I of6 Punj(ob State Road Sector Project E,IP: AA.VNEXES ('Kllarar-Banur-Tepla) July 2006 Type of Community Property S. No Chainage Side Distance from el centre line (m) 42 23+501 LHS 14.3 43 23+510 RPIS 8.8 44 23+590 LHS 11.7 45 27+652 LHS 11.7 46 28+841 RHS 8.9 47 35+564 LHS 9.3 48 38+202 LHS 6.9 49 39+034 LHS 9.7 50 39+487 LHS 8.5 - 1 3+483 LHS 11.3 2 13+144 RHS 4.5 Open Wells 3 20+465 RHS 14.7 4 20+467 RHS 12.8 5 20+468 RHS 14.6 1 6+400 RHS 7 Wastewater Ponds 2 23+100 LHS 8 3 23+200 RHS 8 Shos1 3+239 RHS 9.7 Schools 2 6+423 LHS 6.3 Note: Relocation of water sources to be managed by PRBDB in consultation with owners. Volume 5B Page 2 of 6 Punjab State Road Sector Project EMIP: AN.NE.YES (Khlarar-Banur- Tepla) July 2006 Annex - 2.2a Details of the Trees to be cut (Girth wise) Chainage LHS RHS (km) Girth 30-60 60-90 90-180 180- >270 30-60 60-90 90-180 180- >270 From To270 270 0 1 11 6 9 7 1 3 6 7 2 1 2 5 1 16 5 1 10 12 22 5 1 2 3 4 24 17 2 9 7 29 17 2 3 4 17 12 18 16 27 8 20 6 2 4 5 87 27 25 13 1 56 25 23 12 4 5 6 94 22 17 2 1 77 18 17 13 6 7 75 37 36 3 60 27 14 1 7 8 59 19 21 8 85 15 24 17 1 8 9 84 20 14 19 1 55 12 15 13 2 9 10 63 20 18 18 1 76 17 19 13 3 10 11 50 16 18 29 3 65 32 17 17 1 11 12 38 18 44 25 4 34 15 27 12 12 13 14 10 12 10 2 20 22 19 4 1 13 14 31 41 61 10 50 76 85 4 1 14 15 19 14 61 12 9 23 86 7 15 16 16 25 20 2 1 17 23 36 8 16 17 11 28 34 1 12 30 23 3 17 18 11 23 30 10 11 23 50 4 18 19 18 18 18 3 6 12 21 3 1 19 20 53 26 20 1 28 37 29 5 20 21 86 28 20 2 75 32 27 4 21 22 93 36 28 10 85 25 29 3 22 23 73 8 5 2 7 1 8 23 24 58 60 70 1 18 10 6 1 24 25 107 24 26 66 18 4 1 25 26 60 25 11 4 65 23 5 26 27 56 14 15 15 4 6 27 28 22 9 12 3 2 3 1 28 29 17 6 10 4 1 10 29 30 17 2 16 2 21 30 31 43 14 30 10 6 14 31 32 7 8 35 7 3 23 32 33 45 20 17 1 77 24 15 33 34 61 37 8 124 57 29 1 34 35 30 10 1 95 39 17 4 35 36 53 11 21 2 67 41 27 6 36 37 43 31 25 1 22 11 9 37 38 51 11 5 1 4 3 2 38 39 40 15 5 25 26 4 1 - 39 39.5 57 51 23 25 _ Total 1775 807 876 235 18 1504 791 842 187 20 Volumze SB Page 3 of6 5~ 7 -J ~ rl Cl Cl O 7 l - C l -' 70 0 . Cl - ' CO-- * V a 7 -~ - - C c r a a7 Cl a a7 O' O Cl - -i OC O Cl C 50 7- , V. Z 07 -- Ol Ol -lC a - O O O r l - O - O - - - O - O a - O O r a - - O ar a . 0 0 '0 0 0 a .- 7 a7 V r v - 7 7 - V l 7 O - Cl 0 r 0 O 0 2 '7 '0 Cl r v 0 - | -4-tt 7 >Ot O4r 7r Z 00 -l - iS 0 0 0 Cl at a O - - = Co 0 - C - 0 >l- = 0 | -a 0 a 0 0 r 0 ' - r CI - - 0 0 0 '0 a a 0 - Cl - 0 o C 01 ' 'C Cl "C Ci - r- Cl vl Cl ra -l |l Cl - q r '-a -t a a L av a S Cl a a a Cl '0 '0 Cl c ri < ar a '0 qQqtf rkt 41 e1~ ~ ~ ~ ' o2 '0 -n1 2|2t o|c ai 'C '0 -q - | a '0L a | ' '0 a - a a a -1 -7 a 7 Poinja(b State Rond Sector Project EVP: ANNEXES (h:harar-Batur-Tepla) Jolt 2006 Chainage LHS Rl IS Fromn To IRI Dek Euicalyptus Sisham Toot Kikkar Arjun Srihin Neemn Pipal Otheis' Total Dek Eucalyptu Sishais Tuooi Ki,k.ka Arju.n 1 S,ihm Ntcemii Pipal Others' Total 40 41 51 28 6 4 4 0 3 9 I 4 110 35 II 9 7 - 0 1 5 6 0 3 84 41 42 35 19 15 18 5 0 0 0 4 5 101 39 21 23 4 4 0 1 3 6 I 4 105 42 43 20 0 9 7 8 0 0 16 0 10 70 7 0 4 0 i 0 I 24 0 5 41 43 44 2 42 0 0 5 0 0 0 4 I 54 4 20 I 5 Ii 0 0 0 2 3 35 44 45 8 3 0 3 12 0 0 1 2 12 41 8 2 0 0 5 0 0 t) 2 3 20 45 0 19 0 0 0 0 0 0 0 20 2 IS 3 0 I i) 0 0 0 0 24 Total 1615 634 572 536 245 228 207 134 74 451 4696 1756 490 601 535 23.1 76 90 178 72 640 4669 LHS RHS Total Dead 79 36 115 Date Paltt 169 3 172 Amnaltas, Baigad, Kassod, Pilkhan, Papri, etc.) I'olurne5B Page S of 6 Punljeb State Road Sector Project EMIP: IANNEXES (KhI(,rar-B(nl ur-Tepla) July 2006 Annex 2.3 Details of affected Religious structures S.No. Chainage Type Distance Side Type of Photograph (km) from Affect CL 1. 0.031 Temple 7.6 LHS [ull 2. 19.362 Temple 9.0 RHS Fully affected 3. 22.400 Dargah 50 RHS Fully affected 2 > * 4. 27.646 Dargah 7.6 LHS Fully affected 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 Construction Supervision Consultant. Volum^e jB Pagze6 o f6 Annexure 3: Annex I. 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 Pimijab State Roa(d Sector Project EMP.: ANAEXES (Klharar-Banur-Tepla) July 2006 Annex 3.1 Locations of Soil Borrow Areas for Earth Work Nearest Project Lead From Side of Type of S. No. Village Name road Chainage Project Road Road Material in km in km KT - Bl Tirpadi 0.00 3.00 RHS Selected Fill KT- B2 Daurali 14.00 1.0 LHS Selected Fill KT - B3 Daurali 14.50 1.0 LHS Selected Fill KT - B4 Mota Majra 19.30 1.0 RHS Selected Fill KT - B5 Chat 22.40 6.0 LI-IS Selected Fill KT - B6 Shak Majra 23.00 3.0 LHS Selected Fill KT- B7 Dharam Garh 26.25 0. 200 LHS Selected Fill KT-1B8 Basma 33.05 1.0 LHS 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. I0llle5 Pg f1 Puidijulb Stalte Road Sector Project EIMP: AN'lEXES (A'Iiarar-Banutilr- Tepl(a) Jo/v/ 2006 Annex 3.2 Source of Aggregates and Lead Distance Source S.NO Source Type of Aggregate 1 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 Locaition in km Kharar 40 km 75 km Banur 40 km 50 km Tepla 60 km 90 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 PRIBDB. S" jalandbar 0t [ - I * a J.aI.~ Bhartg3rt NoNaagr 95Morinda C *bKhara Chandigarb.A AhEd~r Khanna Muaku suR l , .... ..... ' c ,, Naaarh 5 b b 5 Fatcgar Sah6ls Ra vsIkot -; ; ,,BujKta JAl D ob r . i .rhid UI. - S"rabW o Dhlos 1Ambala L.Uh.,I Fatehgarh ShSA. ..b* Am aLi Barnala Dflr r t 11R- ItistAmo Nirha J^i3 L~gend: ............... A Locations of Sources for Material S 1'ohun e 5B Page 2 ofl/I SmrlIslEaa nbl Punlajtb State Road Sector Project EMAJPANNEXES (Khiarar-Ba nur- Tepla,) Jutly 2006 Annex 3.3 Stinmary and Details of Cross Draiiiage Structures Summary of Cr-oss Drainage Structures Ctilverts __ _ _ _ _ _Existing B rid ves _ _ _ _ _ _ _ New Total Widening Replaced Bypassed Total WVideniniu Rep!acedi By assed Slab Pipe Slab Pipe Slab Pipe Slab Pipe Slab Pipe Major Minor Majo Mlinor Major Minor Major Minor 36 1 5 33 4 3 1 1 0 0 2 0 2 6 1 3 1 3 0 0 Vlola,nte SB Paige 3 of I1I Pontitib .Stafe Road S~ector Project EAIP: ANNEXES (Khtarar-Baoonor-Tepla) Jull, 2006 Details of Cross Drainage Structures KH-ARAR.BAN U R-.T-EP LA R OAD _ Cs.,..0 CO s. Ro.0..0 V~.,,,,,. Lono ~ Wd.,9,s0,Os I..0,l .. P,..9. .I,.0, .. 065 0,1 12 0965 3035 100, S . 000 59500 8900 4258 462 - 025 . I2.o C 690.. N s,0S,Cl - -5,5,,, 3 I-20 -,9 5-- - 001609 L089 100 c 1 0 00 90 56 290 20 99-O s -, ~ Vo. -0 52 497299 55 530 0 06 99010 SC I 5, I20 200 2200 166. 6062 59C222C.,4,o o..D61- 56 [ 01, ____9_ o:{o,,.P7000 .10 605 - 353-0 5000 9600I -. __C h61 100 200I40 60 3 096 '1 M65 CO C. d 00,, 2090 640 US 00 302 ISo 9100 M SC 06091 0000 0100 551 M00 932 496 59 C 00 o,s30.,. C,,4 ,s POICD 0I II 95 .50 Ol 5259 006 950 S'I540 200 . I040,C5004,. $150. O- C.-.., D- Co, 6o6, 3 9000699 97k0520 29956 5050 IC 2,. 200 00 06205 4011 190 2007 C,,.,.d D,.- [c. d,6061 pC,0 6953 9.2 Ol os 9100 45 SC1 I, 500 22 000 5520 N 40 16 O 0205 50.0,.,n 9090,1,,. C-OCICED - 50616 ''i 2so 0 90 SC 562205000 100 - I 9074 254 --4Y. 560,,. ,6,, 0Idl.. 09 06 31 1-013 712 r00 ao 5 1 155 300 190 20 A4 18 1 534 C 5.0.. d 0 OI 0-1 05, - - 33 SC1 IN- -. - d T6.0. C,- -D E le 122 16 ll s o 490108 900 1,1. 0900 21 040 600 I50 -2 - 0 5 CO-0..1, 59 101 12193 01 251 400 000 P .05100 00 2596 926 963 C'____ Rl00 -C- 4 19 1 05 10,42 1-1 320 6111 299 -5 0 SC [- Il ,20 I 00 53000 . ,Pd 4200 0516 - - 90 210 CO ,0. 5.2 I 0010 o,. 00 11.299 5e.20 91 200 959 90 0 1620 I. 540 100 40 9S 05 53 O5,06o5 60 1.0 E0:,10 -59-0 ,1 21 29100 0929 4903 S 500290 5000 42 00 00 sl 191 C, 0151 5.C-0.,. 5.,. SCIC 6. 26 II CO 0-00 3 ,. 5060 I. 0R1v-0 jsso 25.01 211 205 O? 211 ±9 20000 PC 165 100 400 00 on s 62 - - .i, 0 24 2202.O 21 960 2035 90 C I1,5 30 60 2400 3o9 282 3099 4AL CO 0003 Co6 5..,6 - C5,.d 0,1- PPV C,0101,0,2C0, --0 1 N S . I 0. 21 NO00 200 o ll os 244 2.1 21 95 9 150 S . 30 50 95 925 0 Is 40o 11 C3 0001 T.. 50,. , ,. D - 5R,CI.ED Ell-0 29 2j6 2.0 30 2929201- II 7 o5oo SC 1.2 1 20 W.0 20 355 IN T 1oo 1o1&b,W --2o 25 2302.3 22.603T - 1 - N 250 9 221.o 3 - 210 SC 1- 1,70 10000 4 200 094 .s* 20 --l 0000200 - 2 29 20,5 99[ 201 2101 2101 160 C 10100 40 211 00S6090 , 50. 20,... El5,, ,, 001 --12 11 _2 _____-4- - 7- - - Ts-;o,,; T-s .- C, ,l W E-,,.d1121. 002 20508 IC W 7- 003 30002 Noo I I 0624 N 00 06 2 oEo so 281 2., 5 0011 2290 17 1 106 - 160 1000 10006- 000- - 0936 900 232 CO 001T.4 - 0 E-~IDED ' E.i-d 34 2274- 0510 295 101 281 0968 10 SC 1606 0900 14 000 2630 3802 3so7 18154 Cl T..1 El4 0E0 - 0.. -21 50934 25,01 291 I _ _- 094 - -- 1- ,0 - --0p6.1o -1a,0P - - - 2 - 2 . 9I -- -5449 N WIT~ -,l I P CD Es 22 54 010016 2912, 253 215 190 092 -20 0pOm.52,I 38 22 ~ S,94 31 80 SC 1.5 31023 54002 620- 0 03 0,, P110 Y..0400 232 1 1 1 22,.1. O 1957 00501 2040.0D T.2 D92 021082 3021-4 20, 21400 2522680402 PC 560 030 600 15 0001RW [ 0 1D E5.-d * ,o 40 35960 Il 0056 I241490 180 D -- SC Il 1 1 M 1 5400 -00 5305 250 024 --4.,, 4.,., I POVCO 43 02 300 5.0 9 114 Ill 302 104 l53 02 -S8e23 O - 00 o - 5 .1-5 -D. 0,, PCIR CED 06*I 95 6.99 01 -2100 269265000 CI165I 100 54006 OSSO sa I .ssM 09 CO 000es ;,., 1.R4.,1 1 669051 2 .5106 -3011 26 59 0 - 06 03 100 050 41 .01 080 . On,.o.. ,C. I IC .l1,,0 00 _261.000200 O6C109 Cs __ 304,Y.,0. J 0N.1, 2 39802324 i 0. ,20 010 712 2911 l 152700 EC - T0 000 M 10 IT-3 2100 2-3__I.. - in, - N D PCCCC .l0,,I5 2012d. - - 1 I-12- -- . D-lio --.,0. D, 2OCICCd066 l004l9,0 SW 236 09919 10000 PC T.0 4soVn 1 00 - -E-. - 20 9.52.1 43 0, 21 2s ~ 110 S ~ 12 20 40 20 .59 .95 ~ o W , o 11 T-. D,4 POlC2 01 PCUOL'SB 3gLI4 f I Punjab State Road Sec EIIP: A,NNVEVES (Kliarar-Banur-Tepla) Juhe 2006 Annex 3.4 Details of proposed lined drains at urban locations Name of village From To Length (m) Kharar 0.000 2.220 2220 Santemajra 3.150 3.500 350 Landran 6.400 7.200 800 Bhagomajra 8.565 9.185 620 Banur Junction 22.200 22.500 300 Tepla Junction 39.400 39.530 130 Volugme 5B Page 5 of 11 Puinijab State Road Sec EJ.IP: ANAEYES (XKharar-Banur-Teplal) July 2006 Annex 3.5 Design and locations of Silt Fencing )tT OM', :/C C.*`P T NG MES, - tNCGIE FRAME GEOTEITILE MIAFIE AED -E MC - ^t$irl cu Inecpo i--a1mber VolueO- PLAN * 0 0 [ 7 - Jr6- - 01 Rl 4 School Sintenmajra 3 311 LHS I 8.(' plantation and PSS EI arran igeni ilt t -. Bolund.ii- %%alI. Tree PRS B 6 School Landran . 4'13 LHS 6.3 pIgntaron and P ES P -BT Sitting E %- arrangenieit Volume SB lag. 2 ot 3 * eec |i ieeeeee C..........O.@. ..... Punjab StateRoad Sec tor Project EAIP: ANNEXES (Klaarar-Bamur-Tepla) Jin/y 2006 So Chainage Distance Enhancement Drawing S.No. Type Location (Km) S Lde f(n) proposed No. Photograph \\ sl d\ier Bluec'm:tllira' t)IIt LIIS I3.6 L.:ind scapiI1 E;lP >F E I.v .; 5C1 L m) Wastewater Land scaping PSRSP/KBT Pond ar 1440 RS 6./EN\'I3 8 Wastewater Dri 140 RH 167 Land scaping PSRSP/KBT 9 Wastewater Bantir 23.100 LHS 15.4 Land scaping PSRSP/KBT Pond /EN V-13 10 Village gate Adarahli 12.925 LHS 18.4 Land scaping PSRSP/KBT 11 Village gate College 19.400 RHS 21.1 Land scaping /ENV-07 __ 12 Sitting Kharar LHS 15.7 Sitting PSRSP/KBT Arrangement 1.294 . arrangement /ENV-12 13 Sitting Bhagomajra RHS 21.5 Sitting PSRSP/KBT ___Arrangement Bhgmia 9.012 RII 15 arrangement 14 Sitting Banur RHS 16.8 Sitting /ENV-12 ____Arrangement 23.485 __ arrangement 15 Sitting Kliunimaj-a LHS 17.7 Sitting PSRSP/KBT Arrangement 27.141 . arrangement PSRSP/KBT 16 Busbay Along the corridor /ENV-05 Note: Pond enhancement to be executed by Contractor, with prior approval of plans by Supervising Consultant jointly with community representatives. Volume JB P,age 3 tf 3 Annexure 4.2: Conceptual Enhancement Drawings Drawing No Description PSRSP/LM/ENV-01 Conceptual plan for Enhancement of Temple at km 0+500 PSRSP/LM/ENV-02 Conceptual plan for Enhancement of Temple at km 1+060 PSRSP/LM/ENV-03 Conceptual plan for Enhancement of School at km 3+31 0 PSRSP/LM/ENV-04 Conceptual plan for Enhancement of School at km 6+420 PSRSP/LM/ENV-05 Conceptual plan for Enhancement of Busbay PSRSP/LM/ENV-06 Conceptual plan for Enhancement of Sitting Benches PSRSP/LM/ENV-07 Conceptual plan for Enhancement of Village gate PSRSP/LM/ENV-08 Conceptual plan for Vegetative barrier PSRSP/LM/ENV-09 Conceptual plan for Enhancement of Drinking water source PSRSP/LM/ENV-I10 Conceptual plan for Enhancement of Boundary wall PSRSP/LM/ENV-I I Conceptual plan for ornamental tree guard with MS bars PSRSP/LM/ENV-12 Conceptual plan for Sitting plat formn along tree PSRSP/LM/ENV- 13 Conceptual plan for Enhancement of waste water-ponds PSRSP/LM/ENV-14 Conceptual plan for Enhancement of rotary junction KHARARRBANLIR 17 GURUDWARA Boundary Wall Side Walk/Drain . .High --- GATE 0 ) 0- U0 PLAN 150mm th-cL ii PCC t~ Existing Boundary iF7 Wall LEGEND CONCEPTUAL SECTION THROUGH AA Ashoko Trees Flowering Shrubs Q3 (Bougoinvilleo) CONCEPTUAL PLAN FOR ENHANCEMENT OF TEMPLE AT KM 0+5 00 DRG NO: PSRSP/KBT,ENV-01 (:DStin lolr 4r KHARAR 1 ANUR ri* o ~00 o 0 - - - - - I --- _--- - -- --I - - - - - - -- -. ... .... . . . . . .. -G~ATE .... ...... <~~~~~~- - --,/-- - - - , ,- 1=== = = - - - - - - -.......... . Side Walk/Drain ko Tree Sitting Plotf p\~~~ o- rb a b<1 b1 Lb a ) TEMPLE Boundary Woll 15m rcL X @TML - .. . . . . . . . . ..J. CCCOW YARD A L - - - -- 11D D) 9k Cb , !S X cow YARD 1Flwein Shrubs,,1 C . a C l Oc l or ol| PLAN 150mm vr .ci g > ,> ,R -- - CONCEPTUAL SECTION THROUGH MA- Ashoko Trees 6b Flowering Shrubs (Bougoinvilleo) CONCEPTUALSitting Platform CONCEPTUAL PLAN FOR ENHANCEMENT OF TEMPLE AT KM 1+060 DRG NO: PSRSP/KBT/ENV-02 F7= KHARAR B\U r iA A lPLAN IAUA .R e ;oc r= Hond- C\@\ SCHOOL Side Walk/Drain o1 0D 0 0 IJu) o0 (N r) r - - - _ _---- SCHOOCCL Existing Boundary -./,-Wall -- - - -- - ------------- LEGEND G, Ashoko Trees CONCEPTUAL SECTION THROUGH AA (BougTinvilleo) CNETAPLAN FOR ENHANCEMENT OF SCHOOL AT KM 3+3 10 ORG NO: PSRSP/KBT/ENV'-03 r)StigPofr * 9-**@@@@*@@e***@e*eeee@*-*eeee**0*0 -- 4 KHARAR BANUR SCHOOL OPEN ! s e >@-->@r, - 1.__. ATER. Side Walk/Droin 0 00 0 L SCHOOL SCHOOL SCHOOL Existing Boundory1 - I - ~ - - -- -_ _ LEGEND CONCEPTUAL SECTION THROUGH AA I Ashoka Trees Flowering Shrubs (Bougoinvillea) A L PL A N F O RE x CSitting Platform CONCEPTUAL PLAN FOR ENHANCEMENT OF SCHOOL AT KM 6+420 ORG NO: PSRSP/KUT/hNV-)4 - StigPofr *eeeeee@@@--*.@ee.es..e.... A l AS/ SITE -AS/SITE- S/ SITE- RAISED FOOTPATH l PASSENGER SHELTER Flowering shrubs| I r BOUGAINVILLEA | [ (Bougainvillea) G. L. B W LN (RM=R8) CARRIAGWAY - .n f - A-RAW --------------- --- -- -- - --- - ------l L - U) PEDESTRIAN CROSSING SHOULDER 10cm WIDE BARRIER LINE Aj TYPICAL LAYOUTS OF BUSBAY BUS STAND -~~... ..-.-..-..-... I Bougairnll.ea t (In Elevotion) SITE AS/ SITE AS SITE - VARIES SHOULDER CARRIAGEWAY BUSBAY RAISED - VARIES PLATFORM SECTION A-A CONCEPTUAL PLAN FOR ENHANCEMENT OF BUS BAY DRG NO: PSRSP KBT,IFN\'-)i 1 800 25 1 5 Le 15 11 5 x/7 25 .703 70D 1 1 I INote:- I I |I 1. All Dimensions are in mm. LRCC Plotform LA Vertical Brick PLAN Support 10mm thk Cement Plaster Finish RCC Platform Vertical Brick Support n /Ver tical Brick Support r RCC Plotform C ( LC) uC) ) ELEVATION SECTION AT AA CONCEPTUAL PLAN FOR ENHANCEMENT OF SITTING BENCHES DRG NO PSRSP,KBT,EN\ -O( VILLAGE:| Boundary woll Gateway to of Village Villoge Ground covers/ Seosonol flowering Plants/shrubs Ashoka Trees/ .A Flowering trees ENT. TO VILLAGE PLAN a , _ Lhho l a Trees e ' e, Fc, er-ng treez of Vlg ,T LA -M OF VL - D -su I;r s l -,S. - CONCEPTUAL PLAN FOR ENHANCEMENT OF VILLAGE GATE DRG NO: PSRSP.KB1,EN\ (-U 2000 1Q000 -1000 - Il000 MS - 4$MS ANC.LE Ar-- N- | . ,'*-RE ,iES - . CREEPEI-, . ; . . ' - -I CLIMBERS.. * i wt tr § r§>ns t trts-- .,, -r| .1 rthtS?,-: / / 7'7/77 /7/i ,/ ''i"' ''/' : CONCEPTUAL PLAN FOR VEGETATIVE BARRIER DRG NO: PSRSP/KBT,ENV-I)X 0 .::-O j O: G ;I::i..\j:; j :::;; B V... -.*, s> ..>S...., Hond Pump x,' / ° C 2Public Woter Top 0 SHRUBS $°2004 000 0o 'tf, 3000 .o TYPICAL LAYOUT OF HAND PUMP/PUBLIC WATER WATER RECHARGE PIT < ,, ? ' > ;> ; 300 DRAIN UNDER FOOTPATH °200 ROAD - /-t1 00 PLAN , SECTION AT B-B 0 NOTES:- 30 00,b ' - 200 ------ 1. ALL DIMENSIONS ARE IN MM 'I- SECTION AT A-A TYPICAL PLAN FOR ENHANCEMENT OF DRINKING WATER SOURCE DRGNO PSRSP'KBT,+N%' 0 ORG~~~~ NO SS'B.FV l 00 e l 0 0:; : :e00 0 ;' : A : :7 '0 : ts /\N.G.L N.G.LJ / // BOUNDARY WALL DETAIL BOUNDARY WALL DETAIL BEAM (23OX1 50MM) TYPICAL PLAN FOR ENHANCEMENT OF BOUNDARY WALL DETAILS ;ts,rurKlEN1 DR(3NO: PSRSP/KBT,'EN\ -10 Ornamental Tree Guard With MS Bars 12 no's 8mm0 _---.-- Bars 1 .85m Long 4 no's 25x 6mm MS Flat (in two halves) 25x6mm0 MS Flat -r \ , 12 no's 8mm0 3 No's Ring 6000 cc Bars 1.85m Long 25x6mm0 MS Flat 3 No's Ring 6000 4 no's 25x 6mm - =- = MS Flat (in two halves) PLAN -- H~H - ELEVATION TYPICAL PLAN FOR ORNAMENTAL TREE GUARD WITH MS BARS _______________DRG NO: PSRSP. KB1 ENV'- 1 Brick Paving -Tree Trunk B R Waste/Broken Earth Filling Tiles Cladding Earth Filling Back Rest PCC Seating Platform .*. Brick Wall ,. '. 1. . . ' '. 4 t SECTIOAATON FTj ------ T0 EM OF SIT G W Sitting.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . .. . PcSECTIONpATaAA WoWas/Brokenen Tiless Cladding WackRsteBon FCC Seating Platform ... ..... ~iBrick Paving ELEVATION TYPICAL ENHANCEMENT OF SITTING PLATFORM AROUND TREE RNOPSSITIN\- tl-NJJ qdSWSd -ON DdC EINOd dO INHIAJDNVHNa )IOd NVTId l1VflIdiThOD NV1d .. ..... .. . " " ...... . . . . . . . . . . . . . . . . . . . ... ... . ... ........... .... ... ..... .... ......... ....... .... ... .... ... ... ....... .....-. ....... ....- . _:-__VV:_ - /. .. ...... . cINOd dtJiVMKISVM\ (puoCJ J94DM a4S0M ~LJ bujo 9Dp!AoiAd aq ol - 'SU~GJDS SD bUI10CD'S~bPGH) civodt SHRUB - A PLAN SHRUBS MS GRILL BRICK WALL :rr~~Ir~~r,~~~' L . . :. .. L. L. . ~ 7.~ .. ~ SECTION AT A-A CONCEPTUAL PLAN FOR ENHANCENIENT OF ROTARY JUNCTION DRG NO: PSRSP,K3F FN\ -14 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 ('lKarar-Banur-Tepla) July 2006 Annex 5.1 National Standard of Air Pollutant Time Sensitive Industrial Residential, Mlethod of Mleasurement Weighted Area Area Rural & Average Other Areas Sulphur Dioxide Annual* 15 pg/m3 80 pg/m3 60 pg/m3 Improved West and (SO2) 24 hours** 30 pg/m3 120 pg/m3 80 pLg/mr Ultraviolet Fluorescence Jacob & Hochheiser Oxides of Annual* 15 pig/M3 80 pig/M3 60 pg/m3 Modified method Nitrogen 24 hours** 30 pig/M3 120 pg/m3 80 pg/m3 Gas phase Chemiluminescence Suspended Annual* 70 pg/r3 360 pg/r3 140 pg/r3 High Volume Sampler Particulate - (Average flow rate not Matter (SPM) 24 hours** 100 pig/m3 500 pg/m3 200 pg/m3 less than 1.1 m3/minute) Respirable Respirable Particulate Particulate Annual* 50 pg/m3 120 pig/m3 60 pg/m3 Matter Sampler Matter (RPM) 24 hours** 75 pg/m3 150 pg/m3 100 pig/M3 Size < 10p1m ____ SmAAS Method after Lead Annual* 0.50 pig/m3 1.0 pg/m3 0.75 pg/m3 sampling using (Pb) 24 hours** 0.75 pg/M3 1.5 pg/m3 1.00 pug/M3 EPM 2000 or equivalent filter paper Carbon 8 hours** 1.0 mg/m3 5.0 mg/m3 2.0 mg/m3 Non-dispersive infrared Monoxide (CO) 1 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 interval **24 hourly/8 hourly values should be met 98% of the time in a year. However, 2% of the time, it may exceed 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 600am to 10.00 pm and Night shall mean from 10.00 pm to 6.00 am ** 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. VolumeiB Page I of 10 .- c Punjab State Road Sector Project EAIP: ANNEXES (Kllarar-Baniur-Tepla) July 2006 Annex 5.3 National Standard of Water Sr. Parameters (lass Cl IS: 10500 Method Adopted I PH 6.5-8.5 6.5-8.5 pH meter 3.0 DO-Azide modification of 2 BOD (3 days 27°C) NS Wrinkler's method 3 Temperature (C) NS NS Thermometer Azide Modification of 4 Dissolved oxygen 4NS Wrinkler's method 5 Color (Hazen) 300 NS Visual Comparison method 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 1 4 Cadmium (Cd) 0010.01 Spectrophotometry 15 Lead (Pb) 0.1 0.05 Atomic Absorption Spectrophotometry 0.1 Atomic Absorption 16 Copper (Cu) 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 19 Arsenic (As) 0.2 0.05 Atomic Absorption Spectrophotometry 20 Phenols 0.005 0.001(0.002) Spectrophotometer 21 Detergents 1.0 0.2 (1.0) Spectrophotometer 22 DDT Absent Absent Spectrophotometer 23 Total Coliform 5000 NS Multiple Tube (MPN/100 ml) Fermentation Technique NS: Not specified; Brackets ([ ]) indicates extended limits. All the values in mg/l if other-wise mentioned VolumeSB Page 2 of /O Punjab State Road Sector Project EM.1: ANNEXES (Khiarar-Banur-Tepla) July 2006 Annex - 5.4: Examples of some good practice in traffic control and safety during construction, Figures 1 to 9 Volun7e6B Page 3 of 10 Putijab State Road Sector Project EAIP: ANNEXES (Kharar-Banur-Tepla) July 2006 II Figure 1: Diverslion of traffic on half of the road width (say left) [Voluime SB Pc/ige 4 c't /0 Punjab State Road Sector Project EMP: ANNEXES (Kharar-Banur-Tepla,) July 2006 SQ Turn lelt Keep left Road cleai (the direction of (The arrow may be the arrow may pointed downward be reversed for to the right for 'turn right') 'keep right') Ttalbsc conec UbIle clusurt: bj$i.ef 000mm | !.,-,Notws f2* 2 i i9M1tie he.ululit . oit2r,, ll,l il i * !- . 4 ti tIJAI-g(11.11 s^Jj)> 1hoofll ! - u.8t I s$lictic (I -25 me.-.| Figure :2 Voluine 5B Page 5 of /° Punjab State Road Sector Project E TIP: ANNEXES (Kliarar-Baniur-Tepla) July 2006 X ag \Fipre: 3 i 0A Sign layout for edge working (drawn for driving on the left) .ttA F igure: 4 / F *{uil Ie Q -F Page 6 of 1 drivingWt .'n he left 0ouw? 8 Pae6-f1 Punjab State Road Sector Project EIIP: A,VVE.ES (Kharar-Baiur-Tepla) July 2006 * Figure: 5 A-,.0I 003 Sign tayout for centre lint working (drawn for driving on the left) *) Figure: 6 ** (/9J .lsttSo iVsis1X,lo,1 itolumne 5B Page 7 of 10 Punjab State Road Sector Project E;JP: ANNVEXES (Kltarar-Banur-Tepla) July 2006 SIGNAL RED COLOR / BLACK COLOR * / -.1 SPEED RESTRICTION ENDS SPEE t SIGNAL RED COLOR SIGNAL RED AABLACK COLOR COLOR idZ= vA900 OVERTAKING PROHIBITTED MEN AT!WORK SIGNAL RED COLOR . 0 0 - | X I NARROW ROAID AHEAD NARROW ROAD AHEAD N R A Figure 7 Note Background: White Color Letters Signal Red Color Post: Alternate Black & White Stripes Height of post between boftom 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 EAIP: ANNEXES ('liarar-Banur-Tepla) July 2006 *I1000 10 I00 o o (IN PUNJABI & HINDI) I DRIVE SLOW St * 1000 I 1000 BE CAREFUL o KEEP YOUR WHEELS o (IN PUNJABI & HINDI) AWAY FROM -EXCAVATED AREAt 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 Volume iB Page 9 of 10 Punjab State Road Sector Project EMVP: ANNEXES (Klaarar-Banur-Tepla) July 2006 I 1000 1000 iWORK IN PROGRESS I Wo K o (IN PUNJABI & HINDI) *1X 01 DRIVE SLOW *I 1000 1 000 * ' , MEN AT WORK , * 4 ME (IN PUNJABI & HINDI) DRIVE SLOWI__ 0 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 :9 0 Volurne 5B Page 10 of 10 0 0 1 0- S * 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 . Plnjab State Road Sector Project EM!P: GUIDELINES Julv 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. I'olume 5B Page I of 2 Punjab State Road Sector Pr-oject EMP: GUIDELINES 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. 0 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. Volume 5B Page 2 of 2 Punjab State Road Sector Project EMIP: GUIDELINES July' 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. VP Volume SB Page I of 7 Punjab State Road Sector Project EMP: GUIDELINES JuIv 2006 (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 SB Page 2 of 7 Punjab State Road Sector Project EMIP: GUIDELINES Juli, 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 Punjab 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 SB 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 5B Page 5 of 7 Punjab State Roaid Sector Project EMP: GUIDELINES JuIr 2006 0- (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 Punjab State Road Sector Project EMP: GUIDELINES July 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. Vol"umte 5B Page 7 of 7 Pa/njab State Road Sector Project EMP :GUIDELINES Jli 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. (1) 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. iVolume 5B Page I of 4 Puojab Stale Road Sector Pr oject EMP :GUIDELINES Juuly 2006 (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-III) 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). holume 5B Page 2 of 4 Pinjab State Road Sector Project EMP :GUIDELLVES July 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 wiIl 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. I 'olumne 5B Page 3 of4 Pun jab State Road Sector Pr oject EMP . GI IDELI VES Jlil, 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 1Om. 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. J'o/lime SB Page 4 of4 Punjab State Road Sector Pr-oject EMP: GUIDELIVES Juily 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 Shlelter 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 - Pzinjab State Road Sector Project EMP: GUIDELIAES July 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 wvorkplace 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 witfr 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. I'olunme 5B Page 2 of 3 Pzunjab State Road Sector Project EAIP: GUIDELINES EMP:_ CU EMENI PLA EER I PARIJ'. 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. Manure Only organic manure will be used for plantation. Composts from municipal solid wastes and * 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 Upon 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 * 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. Each specimen of tree and shrub, or each bundle, shall be legibly labeled with the following * particulars: * > Its name (Both common and Scientific) *o > The name of the supplier, unless otherwise agreed. Volume 5B Page 3 of 10 - Pinjab State Road Sector Project EMP: GUIDEI.V'ES July 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. 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. 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 > 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. * 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. Volume 5B Page 4 ofIO Pzinjab State Road Sector Project EMP: GUIDELINES Jdilv 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. 0 * 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 Im 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. Volume 5B Page 5 of 10 Pzunjab State Road Sectol- Pr-oject EMP: GUIDELINES Jutly 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. Volume 5B Page 6 of 10 Pamnjab State Road Sector Pioject EMP. GUIDELINES Jll)y 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 i'olumie 5B Page 7 of 10 Punjab Stale Road Sector Pr oject EMP: GUIDELINES J1ily 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 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. COMPLETION On completion, the ground shall be formed over and left tidy. 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 Officer / or his authorized representatives to make frequent inspection of their V'olume 5B Page 8 oflO Punjab State Road Sector- Project E.MP: GUIDELLVES 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. IVolume 5B Page 9 of 10 Punjab State Road Sector Pr-oject EMP. GUIDELINES Juily 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. P'olzime 5B Page 10 of 10 Punjab State Road Sector Pr-oject EMP: GUIDEINES Jzuly 2006 GUIDELINE 11: 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 Pr-oject EMP: GUIDELL\ ES July 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. i'olunte 5B Page 2 of 2 Punjab State Road Sector Project EMP: GUIDEIJAES JIi11; 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 l 00m (or 50m) of the permanent water line. 0 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 a 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). V olume 5B Page I of 4 PPunjab Stale Road Sector PIroject E:AIP.- GUIDELNVES JI/v 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). 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 Remove Ignition Sources o Shut off vehicles and other engines Volunme 5B Page 2 of 4 Puinjab State Road Sector Project EMP: GUIDELINES Jllv 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 0 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 Voluime 5B Page 3 of 4 Pimjob State Road Sector- Project EMP: GUIDELIAES Jlily 2006 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 sources (if a fire starts the extinguisher must be easily accessible). Contain the Spill o Stop any pumps that may be moving the water from the area where the spill occurred o Enlist the help of personnel on site o 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 Cleanup and Disposal o 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 a 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. Volume 5B Page 4 of 4 * LIST OF FORMA TS FOR MONITORING v P1: Identification of Disposal Site Locations v P1: Identification of Disposal Site Locations v P2: Setting-Up Construction Camp And Storage Area P3: Establishment of Borrow Areas 4 P4: Establishment of Hot Mix Plant / Batch Mix Plant C 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 * C 1: Details of Earthwork * C2: Details of Hot Mix Plant 0 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 0 C9: Enhancement Measures C10: Restoration of Construction Sites * 01: Pollution Monitoring * 02: Cleaning of Culvert Openings And Longitudinal Drains . 0 Cmu 1: Format For Keeping Records of Consent Obtained By Contractor * Cmu 2: Checklist of Environmental Insepction Cmu 3: Summary Sheet . Punjab State Road Sector PI-oject EhlP EN'VIRONMEATAL MONITORING FOR., lA TS Juily 2006 PI: 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 S4te I Existing Land Use 2 Area covered (m2) 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 ofthe Site 1 1 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 Volume 5B Page I of29 0 ..-0 Pz,njab State Road Sector Project EMfP: ENV'IRONMEATAL MONITORING FORMA TS Jiily 2006 P2: SETTING-UP CONSTRUCTION CAMP AND STORAGE AREA (To be filled by the Contractor) Name of Corridor Link No. 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 - Remarks by CMU SI. No. Item Unit Details if any 1. Detail of item camp a. Size of Camp m x m b. Area of Camp Sq.m c. Distance from Nearest Settlement d. Type/Size/Capacity/ present . Distance from Nearest Water Source Use/Ownership 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 2. Details of toposoil stacking a. Quantity of top soil removed sq.m b. Detail of storage of topsoil Describe stacking arrangement 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 d. Total No of Female Workers Nos e. No of Female workers below 18 years of ago Nos f. No of children Nos 4. Details of dwelling units a. No of dwellings/huts Nos b. Minimum Size of Dwelling Mxm c. No. of openings per dwelling Nos d. Minimum size of opening Mxm e. Walls specifications f. Roofing specifications g. Flooring specifications h. Drinking Water Tank specifications i. Capacity of Drinking water Tank Cum ij. Size of Drinking Water Tank Mxm Tolzmtne aB Page 2 of29 Putnjab State Road Sector Pr-oject EAMP: ENVIRONM',EN'T4L MONITORIANG FORMA TS Juily 2006 Si. No. Item Unit Details Remarks by CNIU ifany k. Total no of WC Nos 1. 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 I'ohintte 5B Page 3 of 29 Punjab State Road Sector Project EMP: ENV'IRONMENTAL MONITORING FORA1A TS Jo/li' 2006 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 Ulse Quantity Distance from Distance from Approved SI Name Side hal Area of Type of nersto.te eretb Aff-cted bytoRmr NO. Cloainage road (n12) Available Material Course (rn) Settlement Befo r e After Affected bEO Re rk Cf ainage (LHS I' length MaterialCore( Stlmn Bfo- Atr(YN Village ki) RHS) (mn) _ _ _ _ _ _ __ _ _ _ _ _ Attach Photographi of Proposed Site, Location Map, Agreement Rehabilitation Plan Measures Location 1: Location 2: Remarks Submitted Checked Approved Signature ................ Signature Sigatre ..................... Name Name ................ Name ................... Designation .......... Contractor Environmental Engineer. Executive Engineer CMU Construction Supervision Consultant laol/tme 5B Page 4 of 29 Pianjab State Road Sector Pi oject EMP: ENVIRONMENTAL MONITORING FORA IATS Jl 006 P4: ESTABLISHMENT OF HOT MIX PLANT / BATCI NIIX PLANT (To bc Submitted by Contractor for taking permission from Cl\IL) Name of Corridor Link No.o Location Si A catiDistance from Distance from Existing Prevalent Weather in Down Appl oved b No. Name of Chainage Side Ilaul roai Area nearest Water nearest Land Wind Wind Direction Appr d Rbmyarl Village (km) (LIIS / RI-IS) length (m) Course (m) Settlement Use Direction (Y/N) EO (Yes I No) I . Attach Photograph of Proposed Site Remark Submitted Checked Appirove(d Signature Signature ............... Signature ............... Name Name Name ................... Designation....... Contractor Environmental Engineer. Construction Supervision Consultant Executive Engineer CMU I oll'ole 5B Paige 5 of29 ji Punjab State Road Sector Project EMP: ENVIRONMENTAL ONAITORINVG FORMA TS Juily 2006 P5: ROAD SAFETY REPORTING FORMIATS 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 (kmJ_ 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 km4 / 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- 1 0km) 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 1. 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 Volume 5B Page 6 of29 Pzmjab State Road Sector Project EMP: ENVIRONMENTAL MONITORING FORMATS Jo/lv 2006 P6: ARRANGEMENT FOR TEMPORARY LAND Reporting by Contractor to CMU (PRBDB) Name of Corridor Link No.o Construction stage: quarterly Report - Date: Monthl Year (Site Layout of all locations to be attached with fomat) TredaeLocation Existing Dist. Site Rcemarks Si. Item for dt Date of Present Size Treces Dist. Fr-om From approvedI by CNMII No. Establish Establish Nai of Chainage Sie Area Haul road Land (mxml) >30 cm settremet neatert o o P 1111) niaetrngtha ment VL1S cM) length use / sli v i (lly metVlae (i) RHS) m (i)grhsource ('N i n 1. Borrow Areas BAI 2. Workers Camps WC I 3. Site for Batching Plant BP I 4. Site for Hot Mix Planti HrvlP I 5. Stock Yard SY 1 Remarks Submitted Checked Approved Signature Sigature ............... Signature ................ Name Name Name ................... Designation....... Contractor Environmenital Engineer. Construction Supervision Consultant Executive Enginieer CMU V/olune 5B Page 7 of 29 PIunjab Slale Road Sector Project EMP: ENVIRONMENTAL MONITORING FORMATS Jil/i 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 wvhichi monitorinig to be conducted as per EMP) S. Chainag Details of Duration of Instruments Completion Standards Results Reasons for Mitigation Type of area Remarkls No. e (km) locations monitoring used exceeding Measures (Residential / standardts suggested Indutstrial I Commercial) 1. Air Monitoring SPM SPM RSPM RSPM HC H-C sox sOx NOx NOx 2. WN'ater Monitoring pH pH TSS TSS TDS TDS Turbidity Turbidity Hardness Hardness Coliform Coliform BOD BOD COD COD Oil & Grease Oil & Grease 3. Soil Monitoring I I I I I pH pH Violmtnze 5B Page S of 29 Puqjab State Road Sector Pr-oject EMP: ENVIRONMENTAL MONITORING FORAMTS JOltv 2006 S. Chainag Details of Duration of Instruments Completion Standards Results Reasons for Nlitigation Type of area Remarks No. e (kill) locations monitoring used exceeding Measures (Residential / starnda rds suggested lndustrial / Commer-cial) Organic Matter Organic Matter Alkalinity Alkalinity Conductivity Conductivity Water holding Water holding capacity capacity Pb Pb 4. Noise Monitoring l - L day equivalent L dav equivalent T L night equivalen t L night e quivalent ___ __ _ __ __ ___ __ ] __ __ ___ __ _ __ __ ___ __ __ _ __ ___ __ __ __ __ . .L equivalent L w -uva ,nt Remark Submitted Checked Approved Signature ................ Signature Signature ............ Name ................... Name............... ........... Name .............. Desigationa....... Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultanit Volumte SB Page 9 o 29 Punjob State Road Sector- Project EMP: EXViRONMENTAL MONITORIANG FORMA TS Jsil& 2006 P8: Tree cutting/Stump Removal Name of the Road: Date: Month Year a Si. No. Section Distance Identification Species Girth Dry / Average Remars (Km) from edge Number (cm) Green Height of Marked in Local Botanical (m) existing Field Name * ~road_ _ Remark Submitted Checked Approved Signature ................. Signature ...................... Signature ........... N amne ................. .. N am e ........................ N am e .... ... ...... Designaton......... Contractor Envirornmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant 0'olume 5B Page 10 of29 Punjab State Road Sector Pr-oject EMP: ENVIRONMEN TAL .tMO\ITORIAG FORMVATS Juily 2006 P9: IDENTIFICATION OF SOURCE OF WVATER FOR CONSTRUCTION Name of Corridor Link No.o 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 ............ Name .................... Name .................... ...... Name .............. Designation....... Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant olzitole 5B Page 11 of 29 Si Pnnjab State Road Sector Project EMP: ENVIRONMENTAL MONITORING FORMA TS Jll/v 2006 Cl: DETAILS OF EARThIWORK (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) hlaul 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 of the 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. Remark Submitted Checked Approved Signature ................ . Signature .................... Signature Name .................... Name .................... .......Name Designation........ Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant Volumnie 5B Page 12 of29 Putnjab State Road Sector- Project EMP: ENVIRONMtIENTAL MOA'ITORING FORM TS Jlitlv 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 Narne (s), distance population and type of settlements in a 1.5 km radius of site. 2. Draw Sketch Plan of HMP clearly indicating distance and approach roads. 3. Details of HMP and Mitigation Mleasures 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 HIMP site 5. Explain Noise Pollution Control Mteasures taken at the HMP site |Remark 01 Submitted Checked Approved Signature ................. Signature .................... .. Signature Name .................... Name .......................... Name ................ Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5P Page 13 of29 0- Pzinjab State Road Sector Pr oject EMP: EANIRONMENTA L M,ONITORING FORMUATS JNlv 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) 1.2 Capacity of each land fill site 1.3 Safety measure taken at land fill site (s) 2. 3. 4. 5. Remark Submitted Checked Approved Signature ................ . Signature .................... Signature Name ................ ..... Name .................... ...... Name Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant r olzinme 5B Page 14 af 29 Pnljab State Road Sector Pr-oject EMP: ENVIRONMENTAL M.OATORIVG FORMA4 TS Julv 2006 C4: DETAILS OF MACIIINERY 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 Machinery Operation 1.1 Total machinery in operation (Nos.) 1.2 Number of pavers 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) 0 * Remark Submitted Checked Approved Signature ............... Signature .................... Signature Name ................. Name .................. ......... Name Designation .............. Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant I'olumie 5B Page 15 of 29 * * 0 - 0 0 0 - 0 0 0 0 0 - Pzunjab State Road Sectol Project EMP: ENVIRONMENTAL MONITORING FORMATS Jinli 2006 C5: Redevelopment of Borrow Areas (To be filled by the Contractor) Name of Corridor Link No.o Construction stage: Monthily Report - Date: Monthl 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. Borrownr Side Area Haul road Land Rehabilitation Date of approval of Date of Handing No. Area No. Naimie of Ci ainiage (LHS / legt ue Mleasur es Rehabilitation Over to Owner Remarks Village (kin) RI-IS) (Nil) (en)t Reinark Submitted Checked Approved Signature Sigature .............. Signature ............... Name ................. Name ........................... Name .............. Designation .......... Contractor Environmental Engineer. Executive Engineer (CMU) Construction Supervision Consultant 'olzinte 5B Page 16 of 29 Punjab State Road Sector Project EMP: ENVIRONMENTAL MONITORING FORMA TS Juily 2006 C6: SAFETY CIIECK 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 I 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 Remark Submitted Checked Approved Signature ................ Signature .................... Signature Name ................ ..... Name .................... ...... Name Designation........ Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant Volume 5B Page 17of29 Punjab State Road Sector- Project E,l/P: ENVIRONMENTA L AOA'NITORIAG FOR.MA TS AlY 2006 C7: ACCIDENT REPORT (To be completed on Occurrence of Injury by the Safety Officer) Type of Accident DOI ( ) Fall of person from a height Dli ( ) 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 D 16 ( ) Hand tool accident D07 ( ) Stepping on hail etc. D1 7 ( ) Vehicle / Mobile plant accident D08 ( ) Handling without machinery D18 ( ) Machinery operation accident D09 ( ) Crushing / burying D 19 ( ) Other (please specify) DIO ( ) Drowning or asphyxiation - Agent Involved in Accident EO ( ) Machinery Eli ( ) 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 ( ) Lef shaft E19( ) EIO ( ) Stair edge - Unsafe Action Relevant to the Accident FO1 ( ) 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 F17 ( ) Others (please specify) F08 ( ) Unsafe loading, Placing, mixing etc. F18 ( ) F09 ( ) Failure to use helmet F19( ) Fi0 ( ) 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 G 10 ( ) Poor housekeeping G04 ( ) Improper guarding Gil ( ) 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) Volumiiie 5B Page 18 of29 G Plnjab State Road Sector Pr oject E,MP: ENVIRONMENTA L MONTORL\'G FORMA TS Jul/ 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-l - 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 .............. v Designation....... Contractor Environmental engineer. Executive Engineer (CMU) Construction Supervision Consultant - 9 * 0 |9lll5