E499 Volume 10 GOVERNMENT OF INDIA GOVERNMENT OF KERALA R7CEIVED PUBLIC WORKS DEPARTME6F214 P48 2:10 REPORTS & STUDIES INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPMENT LOAN No 4653-IN KERALA STATE TRANSPORT PROJECT IMPLEMENTATION PLAN PREPARED FOR THE INLAND WATER TRANSPORT -PILOT PROJECT Louis Berger International, Inc. . In association with: Sheladia Associates, Inc. Consulting Engineering Services (1) Ltd. Intercontinental Consultants & Technocrats Pvt. Ltd. November 2002 Kerala State Transport Project Implementation Plan For IWT Pilot Project TABLE OF CONTENTS 1 INTRODUCTION AND BACKGROUND ..................................................3 2 NEED FOR AN IWT PROJECT IMPLEMENTATION PLAN ..... ........... ...............3 3 FOLLOW UP ACTION .................................................................3 3.1 INSTITUTIONAL ARRANGEMENTS ..............................................................................4 3.1.1 WATER RESOURCES DEPARTMENT....................................................................................4 3.1.2 PROJECT MANAGEMENT TEAM .......................................................................................... 4 3.1.3 IW T DrvrsioNATKorrA AM ..................................................................................................4 3.1.4 IMPLEMENTATION OF ENVIRONMENTAL AND SOCIAL ASPECTS. .................... .......................4 3.1.5 CAPACITY BUILDING AND TRAINING...........................................................................................4 3.1.6 FIELD VISIT AND TRAINING. ....................................................................................................6 3.2 TASK FORCE .................................................................................................................6 3.3 CITIZEN ADVISORY COMMITTEE ................................................................................7 3.4 CONSTRUCTION SUPERVISION CONSULTANTS (CSC)..................................................7 3.5 CONTRACTORS............................................................................................................7 3.6 NON GOVERNMENTAL ORGAINISATION (NGO) ..............................................................7 3.7 PUBLIC DISCLOSURE OF INFORMATION ....................................................................7 4 IMPLEMENTATION PLAN FOR EACH ACTIVITY.........................................8 4.1 M OBILISATION ..............................................................................................................8 4.2 SITE CLEARANCE..........................................................................................................8 4.3 WATER HYACINTH REMOVAL & DISPOSAL ARRANGEMENTS....................................8 4.3.1 BIOREMEDIATIONMEASURES ...................................................................................................9 4.4 PRE-CONSTRUCTION INVESTIGATION AND SURVEYS ..................................................9 4.5 BANK PROTECTION .......................................................................................................9 4.6 DREDGING AND DREDGE DISPOSAL ARRANGEMENTS .............................................9 4.6.1 SELECTION OF DISPOSAL SITES AND BENEFICIARIES.....................................................................12 4.6.2 SELECTIONALONG AC CANAL.................................................................................................13 4.6.3 SELECTIONALONG AK CANAL.................................................................................................13 4.6.4 SELECTION ALONG KV CANAL.............................................. ..................................................13 4.7 SEDIMENT TESTING AND ALL ALLIED ACTIVITIES.....................................................14 4.7.1 SAMPLING DEPTH.................................................................................................................14 4.7.2 ESTIMATION OF THE SAMPLING AND TESTING COSTS.....................................................................15 4.7.3 IDENTIFED LABORATORIES ....................................................................................................15 4.7.4 DESCRIPTION OF THE DISPOSAL ARRANGEMENTS.......................................................................15 4.7.5 DISPOSAL OF CONTAMINATED MATERIAL...................................................................................15 4.7.6 RESPONSIBILITIES. ...................................................................................17 4.8 CONSTRUCTION OF JETTIES, LANDINGS AND TERMINALS .....................................18 4.9 CONSTRUCTION OF BRIDGES, FOOT BRIDGES ETC. ................................................19 4.10 NAVIGATIONAL AIDS.................................................................................................19 4.11 E & S IMPACT, MITIGATION AND ENHANCEMENT WORKS..........................................19 4.12 PERFORMANCE MONITORING INDICATORS .................. ....................21 4.13 ENVIRONMENTAL & SOCIAL MONITORING AND ENHANCEMENT COSTS ....................21 4.14 PUBLIC PARTICIPATION AND AWARENESS PROGRAMME.........................................21 4.15 HANDING OVER THE SITE.........................................................................................24 5 ENVIRONMENTAL MITIGATION COST ................................................24 6 ACTIVITY SCHEDULE ................................................................26 Louis Berger International/Slbeladia/CES/IC I I Kerala State Transport Project Implementation Plan For IWT Pilot Project LIST OF EXHIBITS PAGE DETAILS FIGURES 5 Figure 1.0 Institutional arrangement for IWT project implementation 11 Figure 2.0 Design for embankment filling (Mechanical & hydraulic) 18 Figure 3.0 Proposed (typical) confined disposal arrangement 20 Figure 4.0 Proposed bathing ghat arrangements 26 Figure 5.0 Activity schedule TABLES 10 Table 1.0 Details of dredging and dredge material disposal arrangements 12 Table 2.0 Analysis of the dredge disposal arrangements and mass balance 16 Table 3.0 Confined disposal arrangements for contaminated sediments 18 Table 4.0 Details of the jetties, landing and terminals 22 Table 5.0 The monitoring indicators 24 Table 6.0 The cost estimates for testing 25 Table 7.0 Revised BOQ No. 10 25 Table 8.0 Summary environmental mitigation cost ANNEXURES 27 Annexure-1 Minutes of meeting with IWAI at Kochi 29 Annexure-2 Government Order on Task Force 31 Annexure-3 Agenda notes of Task Force meeting at Secretariat 35 Annexure-4 Minutes of Task Force meeting at Secretariat 38 Annexure-5 Citizen Advisory Committee (CAC) 39 Annexure-6 Terms Of Reference for NGO 40 Annexure-7- The GOK expert panel 2002 recommendations on the opening of Thannirmukkom bund 41 Annexure-8 Minutes of meeting at Kottayam 44 Annexure-9 to 11 Disposal arrangements for AK, KV and AC canals 55 Annexure-12 Check list for land acquisition 56 Annexure-13 Hazardous Cargo Handling At NW-III Terminals 56 Annexure-14 Report on the field inspection for KSTP-IWT Pilot project 58 Annexure -15-16 Revised BOQ (2 and 4) LIST OF ACRONYMS ARE ASSISTANT RESIDENT ENGINEER BOQ BILL OF QUANTITIES CDF CONFINED DISPOSAL FACIUTY CMFRI COCHIN MARINE FISHERIES RESEARCH INSTITUTE CSIND COASTAL SHIPPING AND INLAND NAVIGATION DEPARTMENT CUSAT CoCYIN UNIVERSITY OF SCIENCE AND TECHNOLOGY CWRDM CENTRE FOR WATER RESOURCE DEVELOPMENT AND MANAGEMENT ESAMP ENVIRONMENTAL AND SOCIAL ASSESSMENT AND MANAGEMENT PLAN EO ENVIRONMENTAL OFFICER GOK GOVERNMENT OF KERALA IWT INLAND WATER TRANSPORT IWAI INLAND WATERWAYS AUTHORITY OF INDIA KSTP KERALA STATE TRANSPORT PROJECT NGO NON GOVERNMENTAL ORGANIZATION PCC PROJECT CO-ORDINATING CONSULI ANTS PIA PROJECT INFLUENCED AREA PMT PROJECT MANAGEMENT TEAM SWTD STATE WATER TRANSPORT DEPARTMENT TOR TERMS OF REFERENCE WRD WATER RESOURCE DEPARTMENT( FORMERLY IRRIGATION DYPARTMENT) Lows Berger international/ Sheladia/CES/ IC 1 2 Kerala State Transport Project Implementation Plan For IWT Pilot Project IMPLEMENTATION PLAN FOR IWT PILOT PROJECT 1 INTRODUCTION AND BACKGROUND This report is concerned with the practical aspects of implementation of all major waterway improvement components of the Inland Water Transport Pilot project. The entire programme forms part of the Phase-I KSTP project. The report has been prepared to address all uncertainties and missing links identified by the World Bank team after (1) the ESAMP report submitted earlier in June 2002 and (2) subsequent WB mission in July-August 2002. In addition to the World Bank team from Delhi, the Regional Safe Guard Coordinator, South Asia, was also participated in the team as head of the mission. During the visit, the mission team also visited the Alappuzha-Kottayam canal for understanding the ground situation. This is a revised report of the IWT Implementation Plan incorporating all World Bank observations on the draft document submitted to WB in September 2002. 2 NEED FOR AN IWT PROJECT IMPLEMENTATION PLAN The WB aide memoire dated August 21, 2002, clearly identified each item, which require immediate attention to evolve a practical approach that can be implemented. The implementation plan prepared will be a'supplement' to the ESAMP report submitted earlier in June 2002. Few activities have been dropped and some new items have been included. The provision in the BOQ has been revised subsequent to these changes in the ESAMP. In this way the ESAMP document remains as the base document with all subsequent changes mentioned in this document. The ESAMP and the implementation plan documents will be part of the contract documents. 3 FOLLOW UP ACTION The GOK and the KSTP Project Management Team (PMT) and the Project Coordinating Consultants (PCC) have taken a number of measures subsequent to the submission of this document. The institutional aspects are separately discussed under a different heading. 1. A meeting with IWAI regarding a matching terminal arrangement with IWT proposals have been conducted at Kochi on August 12, 2002. The draft minutes of meeting carried out with IWAI official at Kochi is enclosed as annexure-1. 2. The involvement of the engineers from Water Resources Department (WRD) for the dredge disposal arrangements including land identification for mass balance (dredging versus disposal) of the dredge materials. 3. Reconstitution of the Task Force and a meeting convened immediately after the preparation of an implementation plan on October 11, 2002. The annexure-2 is the GO for Task Force reconstituted under vide G.0 (Rt) No: 11/2002/CSIND TVM dated 7-9-2002. 4. A technical session has been conducted on October 10, 2002 for the water hyacinth management to control excessive growth of waterweeds during the operational period of IWT pilot project. This has enabled the government to use various research input in to the IWT pilot component. For this session very important resource persons in the field have been invited and their ideas and concepts discussed with a select group of experts. Louis Berger internanonal/Sbeladia/CES/IC 1 3 Kerala State Transport Project Implementation Plan For IWT Pilot Project 3.1 INSTITUTIONAL ARRANGEMENTS The intuitional aspect of the project implementation is provided in figure 1.0. The various institutional arrangements are spread over to three layers of involvement. The parent organisation i.e., the Water Resources Department (WRD) at the State level, the Project Management Team (PMT) at Project Implementation Level at Thiruvananthapuram and the IWT execution level at Kottayam are the three levels of involvement. 3.1.1 WATER RESOURCES DEPARTMENT The Secretary, Water Resource Department (WRD) is also a member of the KSTP project level Steering committee, which will be taking all policy decisions. As a State level organisation with the Chief Engineer (WRD) stationed at Thiruvananthapuram, the department will be assisting PMT to address all institutional difficulties such as interagency linkages and to resolve interdepartmental conflicts if any arising during pre-construction, construction and operational level. 3.1.2 PROJECT MANAGEMENT TEAM The Superintending Engineer, Executive Engineer and Assistant Engineer forming part of the IWT team in the PMT. They have been deputed from the WRD to coordinate the implementation of the IWT component. They will be responsible for the implementation of the ESAMP & IP. The Environmental Engineer and Sociologist of the Project Management Team will provide support to the IWT team to ensure that the environmental and social aspects of the IWT component are implemented. 3.1.3 IWT DIVISION AT KOTTAYAM. The IWT division will be headed by an Executive Engineer at Kottayam. There would be one Assistant Executive Engineer supported by nine assistant engineers. The division is exclusively for the implementation of the Inland Water Transport Pilot Project. All the staff has been identified. The institutional arrangements for IWT division at Kottayam are to be in place two months before the commencement of the construction. As the construction is expected to start in April 2003 the Kottayam division will be formed by first February 2003. 3.1.4 IMPLEMENTATION ARRANGMENTS FOR ENVIRONMENTAL AND SOCIAL ASPECTS The Contractor will be implementing the ESAMP & IP. These form a part of the contract documents. The Waterways Specialist of the supervision consultants will be supervising the implementation of the ESAMP & IP. From the Kottayam division, three assistant engineers (one per canal) will be responsible for the supervision arrangements during the project implementation stage. The three Assistant engineers will be reporting to the Assistant Executive Engineer/Executive Engineer will be monitoring the over all progress of the implementation of ESAMP & IP recommendations. 3.1.5 CAPACITY BUILDING AND TRAINING. The identified six engineers from the WRD from Alappuzha and Kottayam divisions including an Executive Engineer of PMT and a Superintending Engineer (at present working for the IWT component) have under gone training on environmental and social aspects carried out by the KSTP project at Thiruvananthapuram. Louis Berger international/Sheladia/CLES/ iC 1 4 Kerala State Transport Project Implementation Plan For IWT Pilot Project CITIZEN ADVISORYCHEEXCTVT7SFOE COMMITTEE Canal ManaetTam aa M mbCana SUPERINTENDINGSUEITNNGNIER ENGINEERPM,Tiuaatprm Water Resource EVRNETLEGNE DelDartment (WRDI M, V Exctv nierExecutive Engineer, W,Ktaa FIGURE 1.0 INSTITUTIONAL ARRANGEMENT FOR IWT PROJECT IMPLEMENTATION Louis Berger Anternational/ Sheladia/CCS/a 1 5 Kerala State Transport Project Implementation Plan For IWT Pilot Project The National Institute of Training for Highway Engineers (NITHE) located at Delhi organised the KSTP sponsored training programme during the period August 27-29, 2002 (three days). Further, another two days training session will be arranged for the newly appointed staff positions at IWT Kottayam. During this session the already trained engineers like PMT Executive Engineer, PMT Environmental Engineer and WRD Superintendenting Engineer from the department will also provide training to the new engineers within the department. For this training session, experts from Agricultural University (for Water hyacinth) and CWRDM will also be invited. The project preparation and implementation arrangements for the National Waterway No- III will be discussed by inviting experts from the Inland Waterways Authority of India (IWAI) office at Kochi. The course modules will include but not limited to: + Environmental and social aspects (PMT & PCC) v Institutional responsibilities at different levels (PMT & PCC) + Project preparation and execution-The National Waterway (NW-III) experience (IWAI-Kochi) + Operational weed control & management (CMFRI & other invited experts) + Community participation and awareness (PMT & PCC) + Operational water quality control including solid and liquid waste management (Invited experts-CWRDM, Agricultural University/Environmental department of CUSAT) + Siltation and operational phase dredging requirement (CWRDM/Invited experts) The training programme will be organised during February 2003 at Thiruvananthapuram. 3.1.6 FIELD VISIT AND TRAINING. A field-training programme will be organised to Sultan's canal at Kannur during February 2003 (five days). All experts, contractors, consultants etc related to the Sultan's canal would be invited for the session. The PCC and PMT will organise the field visit and training session. A visit to National Water way (NW-III) where dredging operations have been currently under taken will also be considered within the five days programme. 3.2 TASK FORCE The Task Force have been reconstituted with additional members from other departments. Some of the members mentioned by name in the earlier list of Task Force members, retired from service have been removed. A meeting of the reconstituted Task Force have been convened on October 11, 2002. The Government order and the Terms of Reference (TOR) prepared for the meeting are enclosed for reference as annexure-2. The "Agenda notes' prepared for the meeting is provided in annexure-3 and minutes of the meeting provided in annexure-4. Based on the follow up action by the PMT, WRD and PCC, the second session of the Task Force will be held with the following issues for clarification and approval. + Real necessity of bathing ghats + Dredge disposal, fool proof method for implementation A formal approval of the revised implementation plan (November 2002). Louis Berger International/Sheladia/CES/ICT 6 Kerala State Transport Project Implementation Plan For IWT Pilot Project Proposal for water hyacinth management based on the decisions of the last meeting will also be discussed. 3.3 CITIZEN ADVISORY COMMITTEE The Citizen Advisory Committee (CAC) for the IWT will be formed in February 2003 with support from NGO. The committee will meet once in six months and as and when required. The committee will provide advice, support and guidance to the Kottayam IWT division and the NGO. The Government order No GO (Rt) No.976/2002/PWD dated 23.10-2002 for this has been issued as provided in annexure-5. 3.4 CONSTRUCTION SUPERVISION CONSULTANTS (CSC) The supervision consultants for the IWT work have been identified. Arrangements have been made to include an additional position of Waterway Specialist proposed by the Bank mission in July-August 2002. The Waterways specialist will supervise the implementation of the IWT component including the ESAMP & IP recommendations. 3.5 CONTRACTORS The appointment of contractors will be completed by March 2003. The contractor is also required to have an environmental position in their team. The procedures for the appointment of contractors will be started as soon as the implementation plan prepared by the project has been approved and the BOQ and other contracting documents have been finalised (expected in November 2002). 3.6 NON GOVERNMENTAL ORGAINISATION (NGO) Although there are no land acquisition and no Resettlement Action Plan prepared for the IWT component of the Project, the involvement of a Non Governmental Organisation has been planned from the very beginning stage. The NGO will assist for all activities as and when required especially for the Public Awareness Programme (Refer section 4.2 for more details). The NGO selected for Alappuzha-Changanaserry highways component will address all environmental and social work for the IWT pilot project. The NGO will assist in various community consultation requirements regarding the water hyacinth disposal, dredge disposal plan, bathing ghat arrangements etc. The Terms of Reference (ToR) for NGO have been already part of the appointed NGO contract. The document has not defined the nature of work related to IWT pilot component. Therefore, the Implementation plan prepared for IWT, as a part of ESAMP defined the works related to IWT component. This is enclosed as annexure-6. This will be part of the TOR prepared for the NGO's. 3.7 PUBLIC DISCLOSURE OF INFORMATION Immediately after obtaining the World Bank approval on the Implementation Plan (IP) for the IWT pilot project, the KSTP will disclose all documents in the Nedumudi and Kavalam panchayath offices and also in the public information centre at Kottayam and Alappuzha district collectorates. The executive summary prepared earlier in Malayalam (local language) will be revised according to this document and disclosed at all selected places. The GOK will send the documents for disclosure to simultaneously disclose the information in WB Washington and New Delhi offices. Louis Berger International/Sheladia/CES/ICT 7 Kerala State Transport Project Implementation Plan For IWT Pilot Project 4 IMPLEMENTATION PLAN FOR EACH ACTIVITY The entire project has been planned to execute with in a time frame of 24 months. The construction activities are expected to start in April 2003. The activity schedule' described in section 5.0 clearly defines which activity precedes which activity. 4.1 MOBILISATION This includes mobilisation of equipment for geo-technical investigation and dredging, construction of office, campsites and to establish laboratories for testing. Identification of borrow areas and locating the material sources for construction. The dredge material and water hyacinth disposal agreements with the landowner, etc. An estimated three months is provided to mobilise all equipments and arrangements. A total of ninety days duration has been considered for the mobilisation since the start of the construction contract. During the same period the contractor will carry out sampling and testing of sediments as described in section 4.7. 4.2 SITE CLEARANCE The site clearance include pruning of trees that are hanging towards canal from the adjacent land and properties especially along the narrow sections of the canal. The involvement of NGOs will be required for pruning as there could be slight resistance from the landowners. The site clearance must also include any other material that will hamper the construction activities. For example, removal of tree (mainly coconut) stumps erected in the waterways at few locations or any other obstructions. However under the name of site clearance, the footbridges or any other structures used by the local people should not be demolished till the preparation of a clear-cut reconstruction plan. During this period the Contractor will arrange necessary alternatives. 4.3 WATER HYACINTH REMOVAL & DISPOSAL ARRANGEMENTS Construction Phase - Weed control and Management: During construction period, the contractor will have to clear the water hyacinth along the waterways after three months of mobilisation till the handing over of the waterways. The occurrence of the water hyacinth varies from season to season depending on many factors especially the water flow along the canal and the monsoon season. The water hyacinth will be removed by manual process. The contractors will remove the water hyacinth and this has been built in to the contract as a payable item in the Contract documents. The gloves and foot wear will be given to labourers to work safely as there could be presence of insects and snakes2. The contractor will deposit the manually removed water hyacinth on the coconut plantations as a mulch'. Traditionally these materials have been used as a 'mulching material' for coconut plantations. At present there is nothing that will be against the continuing of this tradition. Apart from use as mulching material other uses include paper pulp, fish feed, compost etc. Prior to deciding of the application the contractor will seek the clearance of the CSC. I Contractor will prepare a work plan after considering the various environmental and social requirements 2 Some of the participants in the meeting at Kottayam stated that there is a sharp increase in the snakebite cases m the Kuttanad area. A mass of leaves, bark, or compost spread around or over a plant for protection or to enrich the soil. Louis Berger International/Sheladia/CES/ICT 8 Kerala State Transport Project Implementation Plan For IWT Pilot Project Operational Phase Weed Control and Management. The water hyacinth removal and disposal arrangements during the operational stage will apply a multi pronged approach such as mechanical and manual for removal and disposal applications such as mulching, compost making, pulp making for paper, fish feed material for certain fishes etc. The annexure-7 is the GOK expert panel 2002 recommendations regarding the opening of Thannermukkom bund which till recently thought to the best solution for the water hyacinth management. The minutes of meeting regarding the water hyacinth management held at Kottayam is enclosed as in annexure-8. 4.3.1 BIOREMEDIATION MEASURES The WB team has recommended to revisit the proposed experimentation of bioremediation measures considered earlier, which is cost intensive and not successfully proved instead to compose a forum for discussion with experts in the field to plan the future activities. The bio remediation measures have been dropped from further consideration. 4.4 PRE-CONSTRUCTION INVESTIGATION AND SURVEYS The contractor will carry out all necessary surveys including sounding for the determination of depth. This is required as the original survey was carried out in early 2000 and there could be considerable erosion, deposition and siltation. In addition to the complete inventory surveys the surveys will also include hydro graphic surveys, surveys regarding jetties, terminals, existing traffic, passenger movements, cargo handling etc. 4.5 BANK PROTECTION The PMT and PCC team have carried out a number of discussions regarding the schedule of the bank protection versus dredging. Since the depth of dredging is minimum of the order of less than one metre only, the bank protection will be completed first followed by dredging. The recommendations of the PCC engineering team during project preparations were in this line. Under the present circumstances and as agreed with World Bank, the dredge material will be used for embankment protection only. If the test results that will be taken up during the construction period indicate less contamination, then the material could be of use for other applications including permissible land filling. 4.6 DREDGING AND DREDGE DISPOSAL ARRANGEMENTS The entire dredging activities will be undertaken by two proposed methods of dredging Viz, hydraulic and mechanical dredging. The hydraulic dredging cannot be undertaken in narrow canals. At these narrow locations mechanical dredging will be under taken. Out of the total 156,000 m' of sediments, the total sediments dredged by each of the above methods are as follows. + Mechanical dredging-120,000m'-Sediments will be in the form of small pieces & water v - Hydraulic dredging-36,000m'-dredged sediments will be in the form of a slurry The break up of the dredge material and disposal arrangements is provided in table 1.0. The figure 2.0 is the proposed design for disposal arrangements. Louis Berger International/Sheladia/CES/ICT 9 Kerala State Transport Project Implementation Plan For IWT Pilot Project TABLE 1.0 - DETAILS OF DREDGING AND DREDGE MATERIAL DISPOSAL ARRANGEMENTS KVCANAL AC CANAL AK CANAL j ~QUANTIT LQUANTIT ITEMS SECTIONS QUANTITY SECTIONS QUNT SECTIONS QUNI (CHAINAGE) M3 (CHAINAGE) M3 (CHAINAGE) Mechanical Entire length 50081 22-28 30096 17-23 42362 of 24.5 km Hydraulic No hydraulic 0 0-22 5861 0-17 27634 dredging Available 50081 35957 69726 quantity Disposal Raising of 50081 Raising of 35957 Raising of 69726 arrangements Embankment Embankment Embankm Total height height 35957M3 ent height Total 50081 m5 35957m3 69726m3 quantity AK canal. Any section from chainage 0-17km, hydraulic dredging is the possibility. At these locations, the canal is very wide and the padashekarams are available where the bunds will be raised as per the design provided (Figure 2.0). In the remaining portion mechanical dredging is the possibility. The exhibit 4.1A of ESAMP' Volume-1 (line diagram of project canal) provides the three sections where dredging will take place along this canal. The annexure-9 is the disposal arrangements for this canal. KV canal. Mechanical dredging is the only possibility along this canal from 0-24.5 km. The entire dredged material will be used for strengthening of the embankment height as per the design provided (Figure 2.0) and annexure-10 is the disposal arrangements for the KV canal. The exhibit 4. 1B of ESAMP Volume-1 (line diagram of project canal) provides the section where dredging will take place along this canal. AC canal. Any sections from chainage 0-22km hydraulic dredging is the possibility. At these locations the canal is very wide and the available bunds of padashekarams will be raised as per the design provided (Figure 2.0). The exhibit 4.1C of ESAMP Volume-1 (line diagram of Project canal) provides the three sections where dredging will take place along this canal. The annexure-1 1 provides the details of the dredge disposal arrangements for AC canal. From chainage 22-28km where narrow canals are available mechanical dredging will be employed. Transportation of dredge material. No hydraulic dredging is possible along the entire Kottayam-Vaikom (KV) canal except at Chipunkal near Thannirmukkom. Therefore, the transportation of the mechanical dredge material will be by country boats, barges or directly to tipper lorries. The sediments taken from the canal bottom could be more of clayey material than sandy. Nevertheless, there are a number of places were only sandy materials are available (eg: adjacent to the Nehru trophy Jetty where the water sports arrangements by the Sp'orts Authority of India exists). The clayey materials are of high demand for embankment protection because of the very low permeability (and high porosity). The dredged sediments need to be transported to the disposal arrangements where ever exists. The possible modes of transportation include: Country boats locally available in large numbers with a capacity of 2-3m' are of use for transportation with manual unloading. Environmental and Social Assessment and Management Plan submitted in June 2002 Louis Berger International/Sheladia/CES/ICT 10 Kerala State Transport Project Implementation Plan For IWT Pilot Project + The barges with a capacity of 10m can be used to transport bulk quantities. + Along narrow canals where the side roads are available, the use of tippers with a capacity of 3m3 could be of use. This is available towards Changanaserry and Kottayam terminal sides. + The disposal locations were identified along the canals to accommodate the entire dredge volume as provided in table 2.0. FIGURE 2.0- TYPICAL DESIGN FOR EMBANKMENT FILLING (MECHANICAL & HYDRAULIC DREDGE) CASE I- UPTO 3M TOP WIDTH 1/6 SPUIT COCONUT TIMS @ IM C/C BAMBOOMAT AOT 1/8 SPLIT COCONUT HORIZONTAL PIECBS @ 25CM C FILLING STUMPS @ IM C TING BANK CANAL S2M CASE II- MORE THAN 3M TOP WIDTH unnvr i>31 BAMBOOMAT --- ---1/8 SPLIT COCONUT HORIZONTAL 1MM1 2CM c MAX. HEI 1lfT 1.50 B)NWET1SUPSI CCU EXISTING BANK CANAL .2M - NOT TO SCALE Louis Berger International/Sheladia/CES/ICT 1 Kerala State Transport Project Implementation Plan For IWT Pilot Project The designs for embankment filling provided earlier in section 4.6 (Figure 2.0). The Contractor prior to construction should demonstrate the feasibility of the system proposed for bank protection in the programme and methodology. Three Sections. Along AK and AC canals the three sections are the sections at which the canal will be deepened as shown in line diagrams provided in ESAMP volume-1 as stated above. Dredging will be undertaken along these sections. Along KV canal, in fact only one section exists from Kanjiram (0km) up to Chipunkal (24.5m). This is divided into three sections conveniently as 0-3, 3-15 and 15-24.5. 4.6.1 SELECTION OF DISPOSAL SITES AND BENEFICIARIES Transparent process applied for the selection of sites and beneficiaries / land owners and their agreements to receive the dredge material. The average depth of dredging is 0.5m, nevertheless there are very few locations where the depth of dredging could be up to 1m. TABLE 2.0 ANALYSIS OF THE DREDGE DISPOSAL ARRANGEMENTS AND MASS BALANCE (REFER DESIGN PROVIDED IN FIGURE 2.0) C WIDTH HEIGH VOLU DREDGE LEFr N To CHAINAGE LENGTH (AVERAGE) ME TOTAL D (Km) M (AVER VOLUME VOLUME T A N M AE M T L AGE) I 0.000-3.080 2900 x 25 2.75 0.75 11962 Both II 3.080-15.080 6750 x 2 2.00 2.10 28404 49866 50082 Both III 15.080-20.580 3800 x 2 2.50 0.50 9500 Both I 0.250-1.550 1300 18.00 0.80 18720 18720 2185 Left 2.850-3.750 900 50.00 0.40 18000 II --3.750-4.500 750 7.00 1 00 5250 9 315 Rih d .6645490 13145 Right ----8.850-9.620 770 8.00 1.50 9240 1.75i-400 650 20.00 1.00 13000 13.750-15 200 214x2 3.00 1 00 12744 19.530-20.625 1095x2 3.90 1.60 10725 III------------------------------- -------------------------------- 42326 54396 Both 20.620-22.175 1550x2 3 38 1.66 14066 22.180-23 000 660x2 3.20 1.20 5291 0.000-0.250 250 7.50 1.00 1875 7875 4340 Right 0.950-1.200 250 1600 1.50 6000 II 8.600-8.750 150 3 50 1.50 675 675 822 Left 17 950-18.000 130 16.00 2.00 680 - 0 i.450-20.500 50 1200 1.00 00 Right 22.920-22.950 30 2.00 0.50 30 24 250-26.350 2100 x 2 2 50 1 50 15750 29210 30795 Both 26.350-26.750 400x 2 3.00 1.30 3300 Both 26.750-27.150 400x 2 2.50 1.50 3000 Both 27.150-27.550 400 4 50 1.50 2700 Left 27.500-27 650 150 7.00 3.00 3150 Right 1_194162 155765 2.900x2 Indicate two times i.e., on both sides of the canal Louis Berger International/Sheladia/CES/ICT 12 Kerala State Transport Project Implementation Plan For IWT Pilot Project 4.6.2 SELECTION ALONG AC CANAL Chainage 0-22 km (I). The nearest available place to accept the sediment material dredged from the canal bottom is the selection criteria applied here. In this section hydraulic dredging is proposed. The quantity of dredge material is 5861 m' for a length of 22 km hence this can be disposed to the nearest place identified in table 2.0. For example if the volume of dredged material is 100 m' the project will see the nearest opportunity to dispose off the entire material at one place. If this is not possible one or two more locations will be considered. Too many locations cannot be considered as the cost increases with distance and other environmental and social factors such as the practical difficulty to arrange the facility at many locations. Although there could be some complaints regarding the omission of small-scale farmers with very small land area, this is the best option the project can take. Chainage 22-28km (II). The entire canal length is built-up area and no padashekarams exists. The disposal arrangements have been made on both the banks continuously through out the length which will not allow for any conflicts. The Kottayam division of the WRD has completed the entire survey and identification of sites for section II of AC canal. The survey and identification for 0-22km section sites have been completed by the Alappuzha division of the WRD. 4.6.3 SELECTION ALONG AK CANAL Chainage 0-17km (I). The criteria applied here is the nearest available place to accept the sediment material dredged from the canal bottom. For example if the volume of dredged material is 100 m' the project will see the nearest opportunity to dispose off the entire material at one place. If this is not possible one or two more locations will be considered. Too many locations cannot be considered as the cost increases with distance and other environmental and social factors such as the practical difficulty to arrange the facility at many locations. Although there could be some complaints regarding the omission of small-scale farmers with very small land area, this is the best option the project can take. The Alappuzha division of the WRD has completed the entire survey and identification of the sites. Chainage 17-23 km (II). Along this canal, the disposal will be through out the left and right bank leaving no scope for any complaints. The entire canal length is built-up area and no padashekarams exists. The disposal arrangements have been made on both the banks continuously through out the length which will not allow for any conflicts. The Kottayam division of the WRD has completed the entire survey and identification of sites. 4.6.4- SELECTION ALONG KV CANAL Along this canal, the disposal will be through out the left and right bank avoiding the actual built up area. Along the entire canal length no padashekarams exists. The disposal arrangements have been made on both the banks continuously through out the length which will not allow for any conflicts. The Kottayam division of the WRD has completed the entire survey and identification of sites. Louis Berger International/Sheladia/CES/ICT 13 Kerala State Transport Project Implementation Plan For IWT Pilot Project 4.7 SEDIMENT TESTING AND ALL ALLIED ACTIVITIES The sampling of sediments will be carried out under the close supervision of the Construction Supervision Consultants (CSC) appointed for the project in consultation with PMT and the identified laboratories. Sampling will be carried out immediately after the mobilisation of the IWT Contractor and CSC prior to the dredging operations as shown in activity schedule provided in section 6.0. Prior to sampling, the CSC and the PMT will prepare a sampling strategy in consultation with the identified laboratories. The contractor will arrange sampling and testing of the dredged material. The cost of sediment collection, testing and analysis have been included in the BOQ bill no 10. The payment to the Contractor will be based on the actual cost upon submission of invoices from the laboratories. This payment shall be directly linked to the case-to-case instructions of the Engineer (i.e., CSC) in consultation with the PMT. The samples will be transported on the same day of collection to the identified laboratories. The following aspects will be considered during sampling. 1. Sampling and testing of the dredged sediments will be only from the dredging areas. 2. Twenty (20) sampling locations have been planned for the three IWT project canals during implementation stage for sampling and testing. 3. There will be eight (8) sampling locations along KV canal (including the earlier two) at equal intervals from Kanjiram to Chipunkal. (Total eight (8) stations) 4. Six (6) sampling stations along AC canal at three sections of dredging. (Total 6 stations) 5. Six (6) sampling stations along AK canal at three sections of dredging (Total 6 stations) 6. The CSC will review and modify the sampling and testing arrangements in consultation with all concerned including contractor. 4.7.1 SAMPLING DEPTH The sampling depth is based on the following factors. 1. The average depth of dredging is 0.5m. Only two representative samples are recommended at this section i.e., surface sample and bottom sample. 2. The methods recommended by the laboratory will be used to collect the deeper samples. Alternatively, the carefully collected dredge samples will be used for testing from the required stations. 3. Wherever the depth of dredging is more than 0.5m, three samples will be taken at different depths so that the collected samples represent the sediment column that will be dredged. 4. The number of samples at each location will depend on the depth of the dredging at that particular location. However for the purpose of budget estimation three samples per location have been considered. 5. The contractor will assist the Construction Supervision Consultants (CSC) for collecting the necessary samples from the canal bottom. 6. This will be reviewed after the advice from two recognised and certified laboratory available in the nearest possible locations at Bangalore/Kochi. Louis Berger Internan onai/Sheladia/CES/ICT 14 Kerala State Transport Project Implementation Plan For IWT Pilot Project 4.7.2 ESTIMATION OF THE SAMPLING AND TESTING COSTS The cost estimates are shown in table 6.0, section 5. The Contractor (linked to the BOQ related payments) will collect the sample and send to the identified laboratory. The laboratory will carry out the testing and analysis. 4.7.3 IDENTIFIED LABORATORIES For the sampling and testing purpose two laboratories have been identified. Since the rates of these reputed laboratories are fixed, there is no need for procedural formalities of government inviting quotations etc. The details of these laboratories are as follows. 1. M/s SGS limited- P.0 Box 560, Subramaniam Road, Willington Island, Kochi, India. The Laboratory head office is located at Switzerland. This laboratory has branches in many countries spread all over the world (refer web site. www.sgs.com . 2. M/s Shriram Institute of Industrial Research (SIIR). The SIIR has the head quarter at New Delhi and a regional lab at Bangalore. The SIIR is self-sustaining, multi locational, multi disciplined, contract research organisation working since 1947. This is an ISO 9000 certified company by DNV Netherlands and accredited by Dutch Council for certification-RVA. The SIIR is also accredited by National Accreditation Board of Laboratories (NABL-the Indian Body for accreditation of laboratories in the filed of chemical, mechanical and biological analysis). 4.7.4 DESCRIPTION OF THE DISPOSAL ARRANGEMENTS After the sediment test results are obtained CSC will decide and approve the method of disposal of dredge materials. In no case the contractor dispose the material without the CSC explicit approval. In order to avoid spillage of dredged materials during bund formation, a temporary arrangement is to be provided by the contractor. A typical design for the disposal of sediments is provided in section 4.6 (Figure 2.0). The entire arrangements are proposed over the existing embankment. This will strengthen the bunds preventing floods in the area with a much better control over the water. Locally available materials such as hard split coconut, bamboo-mats are used for this purpose. Bracings are provided to avoid slippage. Horizontal and slanding stumps are provided at regular intervals. The system can be kept in place for a period of 10 days, and after drying of the bund it can be reused to another location. Since the sides are provided in the same angle of repose of soil, the stability of the bund will not be affected during removal of form works. This set up will allow water from the sediments to drain over a very short period of two to three days. Sufficient quantity of bamboo mats and split coconut will be available from the GOK controlled Bamboo Corporation and the coconut farmers. This will provide rural employment generation also. 4.7.5 DISPOSAL OF CONTAMINATED MATERIAL During the July/August 2002, WB mission, the KSPCB and the Agricultural department officials stated that BHC has been officially banned for the past two years and therefore the actual concentration is likely to be less than the reported values in ESAMP report. The KSPCB has clarified that the dredge material will not be considered, as hazardous waste under the existing rules as the reported BHC concentrations are low for land applications. Under this circumstance, the material can be considered as 'slightly contaminated', which will not allow room for any costly CDF preparations. Sediment sampling, testing and analysis will Louis Berger International/Sheldia/CES/ICT 15 Kerala State Transport Project Implementation Plan For IWT Pilot Project be carried out during dredging. If the results indicate any contamination, further testing for CDF arrangements will be carried out for the required parameters only. The location of identified CDF sites for KV, AK and AC canals are provided in the following table 3.0. The same disposal arrangements could be considered for the CDF facilities along first reaches of AC and AK canals. In case of identification of contaminated sediments along first reaches of AC, AK canals the disposal arrangements will be shifted away from the bund/bank. TABLE 3.0 CONFINED DISPOSAL ARRANGEMENTS FOR CONTAMINATED SEDIMENTS KOTTAYAM-VAIKOM CANAL (KV CANAL) CHAINAGE AREA QUANTITY FOR WHICH AVAILABLE CANG AREA FACILITY CAN BE QUANTITY REMARKS (KM) (M2) ARRANGED (M3) (ESTIMATED) (M3) Land owned by Kottayam 0.000-3.080 8000 12000 12130 Municipality at Chainage 3.10 km on the right side 3.080-5.060 8000 8000 3887 Land in Kottayam municipality 500m away from right Bank 5.740-7.530 2000E 20000 3624 Land owned by old seminary in Kottayam municipality 7.530-0.930 1500C 15750 15222 On both banks parallel to the existing banks 11.150-12.650 2700 2400 2321 In the side bund of Koothukary _padashekaram on left bank 12.780-15.080 4250 3400 3391 Near the bund of Puthookari padashekaram on left bank 15.080-20.580 1450C 10000 9507 Bunds of the padashekaram on both sides Total 71550 50082 ALAPUZHA-KOTTAYAM CANAL ( AK CANAL) 0-13.750 Nil Nil 22467 Proposed to transport to the sites identified in the lower reaches On the sides of the bunds of the 13.750-19.475 2700C 22500 22195 paddy fields along the sides of the canal Land owned by Kottayam 19.480-23.000 128000 128000 25064 Municipality on the left bank at Kodimatha Total 150500 69726 ALAPUZHA- CHANGANASSERY CANAL (AC CANAL) In the low lying lands lying 0-27.580 4000C 40000 35957 between chainage 26.60-26.70 on right bank and 27.10km 27.70km on left bank of the waterway Total 40000 35957 The test specification for the contaminated material if any detected during the initial testing arrangements is as follows. Based on the first year testing results, all contaminated pesticide and heavy metal constituents will be tested continuously for about two years. All required parameters would be monitored continuously for four times during a period of two years. As this cannot be estimated correctly, a lump sum amount of Rs. 2.0 lakhs per each of the four sampling and testing procedure will require 8.0 lakhs rupees (4 x 2 Lakhs). Louis Berger International/Sheladia/CES/ICT 16 Kerala State Transport Project Implementation Plan For IWT Pilot Project 4.7.6 RESPONSIBILITIES. Immediately after the mobilisation of the Contractor and the Construction Supervision Consultants, the CSC will discuss the entire sediment collecting and testing plan. The entire responsibility described here is in addition to those mentioned in section 9.1 Institutional arrangements provided in ESAMP volume-1. CONSTRUCTION SUPERVISION CONSULTANTS (CSC) The Waterways specialist of CSC will be responsible for collection, testing and analysis of the samples. The Waterways specialist, based on the test results will recommend the team leader (Engineer) of the CSC, whether the material is contaminated or not. If contaminated, the Engineer (CSC) will give necessary instructions to the contractor for CDF arrangements. CONTRACTOR The contractor in consultation with the CSC and PMT will arrange the sediment sampling, testing and analysis of all dredge materials according to the written instructions and assistance received from the Engineer (CSC). Although BOQ provided a lumpsum budget of twenty lakhs, the contractor would be paid only on actual cost basis linked to the invoices from the two accredited laboratories. The PMT and CSC will closely supervise and monitor all activities related to sampling, testing and analysis. LANDOWNERS The landowners should obtain all information with respect to chemical qualities of sediment material that will be deposited on their land. Further the landowners shall execute a lease agreement with the contractor stating the actual proposed use of their land and the period of lease agreement. Any conflict situation with regard to agreement or use of their property shall be brought to the notice of the Engineer (CSC). WATER RESOURCES DEPARTMENT (WRD) The IWT division of the WRD at Kottayam will closely monitor the various activities including dredging and dredge disposal arrangements. The IWT division will report to the PMT for any assistance or action required. PROJECT MANAGEMENT TEAM (PMT) The Environmental Engineer will independently assess the dredging and dredge disposal arrangements in order to verify the engineer's recommendations and reporting of samples. The identified laboratories will carry out the sediment testing and analysis. On behalf of CSC the contractor will execute the process of testing of samples according to the specifications and requirements. Depending on the concentrations of the contaminated material and the results of the sampling, testing and analysis the use of confined disposal facility will be considered. The proposed design for this facility is provided in the figure 3.0. The material used for the CDF design is the Bamboo mat and split coconut. In case of any reporting of contaminated material, the PMT through CSC will instruct the contractor for the contaminated material to be placed in CDF for a minimum period of two years duration. The CDF locations have been identified, and the consent letters obtained from the landowners through a written agreement. The contractors will execute an actual lease agreement with the landowners for any use of their land. Louis Berger Internanional/Sheladia/CES/ICT 17 Kerala State Transport Project Implementation Plan For IWT Pilot Project TEMPORARY SUPPORT FOR DREDG OPEN DITCH FOR COLLECTING THE WATER SEEPING FROM DREOG Ir-------- III I r--------- I 1 1 II II I I I DREDGE II~ RO1A IMATERIAL I bI 6 AI I I I L J.-..-.-I I PLAN 114 SPLIT COCONUT STRUTS IM c1c 114 SPLIT COCONUT STRUTS a IM clc HORIZONTAL PIECES IlI SPLIT COCONUT 02SCM CIC BAMBOOMAT 4S 7::T~~~ 5M k s 8IS DRAINS AROUND FOR 5M COLLECTING THE L.J WATER TO THE LEADING DRAININATURAL DRAIN FIGURE 3 0- PROPOSED (TYPICAL) CONFINED DISPOSAL ARRANGEMENT 4.8 CONSTRUCTION OF JETTIES, LANDINGS AND TERMINALS The construction of jetties, landings and terminals will be according to the already prepared plan. There will be 116 new jetties and there will be repair work for 32 Jetties. The duration of the construction period for this item has been estimated as 12 months. Details are provided in the table 4.0 and ESAMP report submitted in June 2002. TABLE 4.0 DETAILS OF THE JETTIES, LANDING AND TERMINALS CANALS JETTIES LANDINGS TERMINALS KV 27 5 Kottayam AK 26 12 Kottayam AC 63 15 Changanaser Total 116 32 2 1 Further to the discussion with the IWAI officials at Kochi (refer annexure-1) regarding facilities at IWT terminals, the following items, which were listed earlier have been now included in the BOQ. These items were missing in the IWT-BOQ prepared earlier in 2000. + Crane mounted on tyres + Water tank Fire fighting arrangements Louis Berger Internn.tional/Shel.cdI./CES/ICT is Kerala State Transport Project Implementation Plan For IWT Pilot Project 4.9 CONSTRUCTION OF BRIDGES AND FOOT BRIDGES The construction of bridges, footbridges etc will spread over a period of 12 months as provided in the activity schedule. Four bridges for AK and AC canals each and 14 bridges for Kottayam-Vaikom (KV) canal will be either rebuild or repaired or raised. 4.10 NAVIGATIONAL AIDS The navigational aides will be installed once all the activities mentioned above are more or less complete. The anticipated period of this activity is from 18n"' month up to the 23rd month. This can be treated as one of the last activity to be taken up. The Waterways specialist of CSC will arrange a meeting with the IWAI to agree a common, uniform pattern of Navigational aids for both NW-III and IWT (Refer annexure-1). 4.11 E & S IMPACT, MITIGATION AND ENHANCEMENT WORKS All mitigation measures proposed will be implemented throughout the period. For this, the ESAMP & IP will be the binding document. Land acquisition. No land acquisition has been planned for the IWT pilot project. In case, land acquisition has been considered/ required for the IWT project for any of the proposed facilities like terminals, jetties, access roads, the Resettlement Action Plan (RAP) prepared for the highways component and the GOK policy on the same applies for identification of PAPs compensation, land acquisition and resettlement. Annexure-12 is a checklist prepared for land acquisition. Low Cost Sanitation arrangements. The sanitation arrangements included earlier in ESAMP report have been completely deleted from the IWT Pilot component. The BOQ has been revised accordingly. The proposed sanitation facilities in the ESAMP document would be considered in other sanitation projects. The decisions have been discussed and endorsed by the Task Force. Terminal facilities at Changanaserry and Kottayam. The design for terminal facilities for accepting and disposal of solid and liquid waste is shown in Appendix Yprovided in ESAMP. The cost includes landscaping and visual integration of all terminal facilities with suitable tree, shrub planting and other facilities. The cost has been included in the BOQ. There will not be any hazardous cargo handling at the two IWT terminals proposed at Kottayam and Changanaserry. Terminal facilities at Alappuzha. There is one terminal facility at Alappuzha for all purposes including hazardous cargo. This facility is being built by the IWAI. No terminal facilities are being built at Alappuzha under this project. The construction activities in the project canals AC and AK are 3 km and 1 km distance from the proposed terminal respectively. Hence no impacts pertaining to the hazardous cargo storage is envisaged under this project. During the operational phase there will be no movement of hazardous chemicals along the project canals as the national waterways will be used for this purpose. However the terminals will be common to the project canals and NW-III. The terminal facility has obtained GOI/MOEF clearance and has a Disaster Management Plan/Risk analysis. These documents will be reviewed by the PMT and advice on additional mitigation measures required if any. Further details of the Alappuzha terminal is included in annexure - 13. Bathing ghats. New design for bathing ghats has been prepared in consultation with the WRD engineers at Kottayam. This is provided in figure 4.0. Further the design has been Louis Berger International/Sheladia/CES/ICT 19 Kerala State Transport Project Implementation Plan For IWT Pilot Project presented to a cross section of inhabitants along the canal sides. A report on the consultation carried out on 17 September is provided as annexure-14. This is possible only at Public bathing ghats where adequate government land availability is assured. The minimum land requirement for the proposed bathing ghat could be 7.15 Sq.m (1.3 x 5.5m). The total number of bathing ghats that can be considered for construction will be of the order of 25 numbers per canal (total 75 nos). All other bathing ghats will have to be retained or maintained during the construction works. The cost for this item has been included in the BOQ. L. PRE CAST CONCRETE ORY RUISLE MASONRY -STEPS 30CM XI1CM ',,,EE C C MEPIT IES 30 0 CM -WITN GROOVER OI M CIC - _ -! 0C11T COH CRETE 11 1 3LEA R A10A1CTEEIPRE CAST PRE CAST JKEETPILE IU EI.CONCRETE PILE CROSS-SEMCIONA-A FIGURE4.0 PROPOSED BATHING GMAT (DEPENDING UPON T1E AVAILIBILITY OF LAND) Solid and liquid wastes (sewage) disposal. Solid and liquid wastes (sewage) disposal during construction from construction camps including toilet during construction (Refer ESMP Volume-1). Safe disposal of human waste. As in aircrafts, there would be suitable arrangements in the vessels (passenger boats, motor boats etc,) to collect human defecation. The safe disposal of this should be planned and disposal sites identified without affecting the waterways. A provision of Rs 12 Lakhs (Rs. 1.2 million) has been included for three years initially as the cost for making proper disposal arrangements (Refer ESAMP Volume-1). The cost included in the BOQ. In addition to this, there should be terminal arrangements in the form of septic tanks to accept or dispose of the sewage from the vessels. This is required only because no sewerage systems are available at Changanaserry and Kottayam. In all these locations a closed septic tank of 40 cubic metres costing Rs. 1.5 million will be required. Open and closed septic tanks are used in the area. This will necessitate an additional requirement of Rs 30 Lakhs (Rupees three million). This is a permanent investment in this direction. Louis Berger International/Sheladia/CES/ICT 20 Kerala State Transport Project Implementation Plan For IWT Pilot Project Quarry and Borrow area development and rehabilitation plan. The cost included in the BOQ (Refer ESAMP Volume-1). Waste Management Plan. The cost for the waste management plan during construction is included in the BOQ (Refer ESAMP Volume-1). Solid waste collection and disposal facilities at Jetties. There are 110 jetties altogether, each one requiring a dust/garbage bin of standard design size. The cost includes visual integration of the structure. A number of these may be required at jetties. The cost for this is included (Refer ESMP Volume-1). Dredge disposal cost. The cost for dredging and disposal is a part of the engineering cost. Suitable designs have been provided for both embankment and confined disposal facility. The cost included in the BOQ (Refer ESMP Volume-1). Water hyacinth Collection and disposal. As identified and described by the Water Hyacinth Management Plan in Appendix L of ESAMP and the Implementation Plan. As recommended by the Task Force (Annexure-3) a multi pronged approach will be undertaken for the collection and disposal of the waterweeds. The cost for this including the treatment of disposed water hyacinth from the canal in private coconut plantation and other agricultural areas for making compost etc, and utilizing it for various purposes will be part of the BOQ bill no-2. 4.12 PERFORMANCE MONITORING INDICATORS The table 5.0 itemises the performance monitoring indicators for the Environmental and social aspects of the IWT project for the purpose of evaluation. 4.13 ENVIRONMENTAL & SOCIAL MONITORING AND ENHANCEMENT COSTS All items except the cost for environmental awareness programme (Rs 20 lakhs) have been dropped from the list of items included in exhibit 11.1 of ESAMP Volume-1 (page 86). The awareness programme will be carried out with the same budget as described in the following section 4.14. Further, it has been recommended to include a two-year maintenance cost for the pilot project, as the project construction activities will be completed two years ahead of the closing of the loan agreement in June 2007. Therefore, the maintenance cost of Rs 50 Lakhs per year (Five million) for three canals (Lumpsum) for two years have been considered under the project. This will incur an additional cost of one Crore (Ten Million rupees). 4.14 PUBLIC PARTICIPATION AND AWARENESS PROGRAMME The public participation programmes will focus on the PIA panchayats with in the Kuttanad area. The awareness programme will consider the health, hygiene and sanitation aspects of the Kuttanad region in addition to the management related issues of waterways during operational stage. The responsibilities of the individuals, waterway users, inhabitants of Kuttanad and tourists will be covered during the programmes. The identified NGO will organise the activities with the involvement of PMT and PCC at Thiruvananthapuram, Kottayam IWT division and the district and panchayat administration in the Kuttanad area. Louis Berger Internationl/Sheladia/CES/ICT 21 Kerala State Transport Project Implementation Plan For IWT Pilot Project TABLE 5.0 PERFORMANCE MONITORING INDICATORS CONSTRUCTION PERIOD INDICATORS CRITERIA PARAMETERS TO AGENCY MONITOR 1 CONDITION PERFORMANCE INDICATORS Water Hyacinth Final water hyacinth disposal plan Disposal locations - IWT Kottayam division, & implementation Plan Proper disposal. PMT & CSC Dredge disposal Final dredge disposal Plan Disposal locations to IWT Kottayam division, non embankment areas PMT & CSC based on test results Dredging Servicing of the equipments used POL spill IWT Kottayam equipments as per ESAMP Division, PMT& CSC Terminal Management of the terminal POL spill IWT Kottayam arrangements facilities as per ESAMP Division, PMT& CSC 2 MANAGEMENTPERFORMANCEINDICATORS Weekly Reports from IWT Division office Corrective measures if PMT and IWT monitoring at Kottayam not performed as per Kottayam Division the ESAMP Contractors Monthly report from Contractors Corrective measures if PMT and IWT report not performed as per Kottayam Division the ESAMP Supervision Monthly progress reports Corrective measures Contractors and CSC Consultants Task Force Issues considered in the quarterly Recommendations of IWT Kottayam division, monitoring meetings meetings PMT & CSC PMT quarterly Item wise spending Amount or percentage IWT Kottayam division, reports of budget utilised. PMT & CSC OPERATIONAL PERIOD 3. OPERA TIONAL PERFORMANCE INDICATORS Waterway Navigability of the waterways Presence of WRD, PMT and CSC Clearance waterweeds etc on the canal. Terminal Project completion report Environmental and WRD, PMT and CSC arrangements social requirements as per ESAMP (including Implementation Plan) Design vessels Project completion report Environmental and WRD, PMT and CSC social requirements as per ESAMP (including Implementation Plan) The entire programme will target 13 PIA Panchayats. These panchayats are listed below: 1. Kainakary 8. Kumarakom 2. Pulinkunnu 9. Aimanam 3. Veliyanad 10. Kumaranalloor 4. Vazhapalli 11. Vechoor 5. Neelamperur 12. TV Puram 6. Nattakam 13. Thalayazham 7. Kanjiram Any person from the Kuttanad region can join with any of the above listed Panchayats to participate in the programme. Louis Berger Initernational/Sheladia/CES/ICT 77 Kerala State Transport Project Implementation Plan For IWT Pilot Project THE PROGRAMME CONSIDER THE IMPORTANT TARGET GROUPS AS THE FOLLOWING: + Women & women organisations. + Teachers. + School children (<15 years) + Merchants, business communities. + Current and ex elected members of Kuttanad region (Panchayats, Assembly and Parliament). + Registered boatmen, boat operators, boat drivers and tourism operators and tourists. + NGOs and other registered cultural and sports organisations. + SWTD, CSIND, IWAI, Officers and Engineers. The targeted core group however will be woman, woman organisations and school children's. A revolutionary change can be achieved only through the complete participation of these two target groups. The entire activity will consider three stages in the awareness programmes. STAGE I-SEMINARS/ WORKSHOPS ETC. First part is seminars at schools and college levels in all PIA panchayats through which the waterway passes. This will be conducted after three months of start of construction activities up to the fifth month. During the stage prevailing sanitation, health and hygiene aspects with respect to IWT canals will be focused. STAGE II-VIDEO RECORDING AND FILM SHOW Second part is the creation of a one-hour video film focussing mainly the selected waterways. This video film will focus the prevailing sanitation, health and hygiene aspects of the Kuttanad region with respect to the waterways. The video film will be shown in all selected schools covering all 13 PIA Panchayats. The second part will cover the fifth month up to 12 month of the start of the construction activities. STAGE III-QUIZ PROGRAMMES AND CULTURAL ACTIVITY Third part is the organisation of quiz programme on health, hygiene and sanitation aspects focussing the issues prevailing in the Kuttanad region in addition to the management issues related to waterways. Third part will start from 12 month and continue up to the 24-month. The entire activities will finish prior to the completion of the construction of canals. Quiz programmes with 100 questions will be organised for the following groups in all IWT-PIA panchayats. Further quiz programmes for the 13 winners (from PIA Panchayats) will be considered. Prizes will be in the form of attractive cash and jewellery besides certificates. This will be reviewed further during the period of implementation. Prizes will be separately provided to the panchayat level winners and PIA level winners. " Men above 25 years old " Women above 25 years old " Students and other in the age group of 15-25 years old " Students High school level " Students UP level . Students LP level Louis Berger Internatonal/Sheladia/CES/ICT 23 Kerala State Transport Project Implementation Plan For IWT Pilot Project At least one-awareness procession will be organised with schoolchildren's in all panchayats through which the waterways passes. The stage III programme will culminate with a cultural festival at Kottayam with three teams under the leadership of the following three colleges. 1. St. Aloysius College, Edathva 2. SB College, Changanaserry 3. Engineering College, Pulinkunnu The cultural festivals will also focus on the same issues. Participation will be only from Kuttanad with the six age groups as provided above. The prizes for various competitions held (including quiz programme conducted earlier) will be distributed during the cultural festival. All interested people from Kuttanad can join with one of the three groups/colleges. 4.15 HANDING OVER THE SITE The contractor will hand over the three canals to the WRD after a final cleaning of the waterways for any navigational difficulty including the presence of water hyacinth. 5 ENVIRONMENTAL MITIGATION COST The details of the estimated cost of 20 lakhs for sediment sampling and testing are provided in Table 6.0. All environmental costs included in exhibit 11.1 of ESAMP volume I has been dropped. The revised BOQ 10 is provided as table 7.0. The revised summary cost related to environmental mitigation costs are provided in table 8.0. TABLE 6.0 - THE COST ESTIMATES FOR TESTING TESTING RATE PER SAMPLE I DETAILS PER HEAVY METAl NTY SAMPL TOTAL COST PESTICIDE(RS.) Nos ES Heavy Metals Arsenic, Chromium Copper, 1000 6 60 3,60,000.00 Cadmium, Mercury& Lead Pesticides DDT,DDE & BHC 1000 3 60 1,80,000 00 Sample Collection and parcel 30,000.00 Cost of duplication of the above testing simultaneously in the second laboratory 5,70,000.00 __ Total cost 11,40,000 00 Travel (Air) to Bangalore/ 12000 5 60,000.00 Chennai/Kochi 12000_5_60,000.00 Total Testing Cost 12,00,000.00 Total cost related to CDF (2.0 Lakhs X 4) four 8,00,000 00 arrangements (Refer 4 7.5) times in two years - (Lump sum) Grand total (20 lakhs) 20,00,000.00 Cost of uncontaminated dredge disposal arrangements. This has been covered in the under the cost for dredging bill no4. There is no additional cost included under the environmental mitigation measures. Cost of CDF arrangements for the contaminated material. If CDF arrangements are required there will not be any additional cost as the budget available for disposal of uncontaminated material will be used for the purpose. Cost of sampling and testing charges for CDF arrangements. This will be paid on actual cost basis as provided in table 6.0. The cost f or CDF for contaminated sediment items will be applicable only if the preliminary testing results show contaminated material. Louis Berger Interntiona/Sheladia/CES/ICT 24 Kerala State Transport Project Implementation Plan For IWT Pilot Project TABLE 7.0 - REVISED ENVIRONMENTAL AND SOCIAL IMPACT MITIGATION COST ANALYSIS- Contract Costs (BOQ BILL NO. 10) SU I ESTIMATED UNIT RATE AMOUNT DESCRITION UNIT Q I QUANTITY__ (R)(RS) Providing bathing ghats and visual Contractor will be paid on unit No 75 rate basis in the respective items in integration of the structure other bills Providing terminal facility for acceptanc and disposal of solid and liquid waste (BOQ bill No 10) The cost includes No 2 1,500,000 3,000,000 landscaping and visual integration of all terminal facilities. Solid and liquid (Sewage) disposal during construction from construction camps No 3 15,000 45,000 including toilet (BOQ bill No 10). Safe collection and disposal of sewage Year! from vessels (BOQ bill No 10) for three Termin 6 200,000 1,200,000 years for two terminals Preparation of quarry and Borrow area development and rehabilitation plan as per No 1 10,000 10,000 guidelines provided. (BOQ bill No 10) Implementation of quarry and borrow area development and rehabilitation plan Hectare 1 40,000 40,000 as per guidelines (BOQ bill No 10) Preparation of waste management plan No 1 10,000 10,000 during construction (BOQ bill No 10) Execution of waste management plan Km 93 1,000 93,000 during construction (BOQ bill No 10) Providing garbage bins and pits for incineration and for safe disposal of solid waste collected on boards and at jetties No 110 5,000 550,000 (BOQ bill No 10). The cost includes visual integration of the structure. Sediment sampling, testing and analysis charges based on actual cost basis linked Lump Sm 2,000,000 to the invoices from the two identified laboratories (BOQ bill No 10) Dredging and dredge disposal- Engineering recommendation-BOQ bil Refer to BOQ Bill No 4 No-4 inclusive of proposed dredge (See annexure-16) disposal arrangements. Water hyacinth disposal and Refer to BOQ Bill No 2(See management-engineering annexure-15) recommendation-BOQ bill No-2 annexure-15) Total 6,948,000 TABLE 8.0 - SUMMARY ENVIRONMENTAL MITIGATION COST SL.No MAJOR ITEMS TIMING TOTAL 1 BOQ -10, During construction 69.48 Contractors cost 2 Environmental Awareness During construction after mobilisation 20.00 programme (lumpsum) 3 Sediment sampling and testing First three months of Construction Included in period including testing for CDF BOQ 10 arrangements 4 Operational maintenance cost for After construction for two years@50 100 00 two years lakhs per year for three canals (lumpsum) Grand Total Rs.18.9 68 Million 189 68 Louis Berger International/Sheladia/CES/ICT 25 Kerala State Transport Project Implementation Plan For IWT Pilot Project 6 ACTIVITY SCHEDULE The entire activities described above have been identified in the figure 5.0 activity schedule for the IWT project Implementation. The contractor will review the activity schedule and will prepare a contractors implementation plan. FIGURE 5.0 ACTIVITY SCHEDULE KERAIA STATE TRANSPORT PROJECf. INLAND WATER TRANSPORT PILOT PROJECT MONTHS ID TamNye t(2 3 4 5 9 718 9 1t 1t 12 1314 f5 16 117 1 18 120121122 23 24 Mobilization 2 Site Clearance 3 Water hyacinth Removl&Dispoal 4 BProtruction Inaiton&Sry 6 DredgingDredp Disposal 7 Sediment Samplingaml Testing Construction of Jettles, Landlnp and Terminals Contruction oilrions, lootTbddVs aetc.- 0 Nvigationil ds SSiiwi,111tgation & Enhancement Wnrk 12 Public amreness propam 13 HandingOver 14 15 Project WIT Prqe12 Task Page I Louis Berger International/Sheladia/CES/ICT 26 Kerala State Transport Project Implementation Plan For IWT Pilot Project ANNEXURE-1 MINUTES OF MEETING WITH THE INLAND WATER TRANSPORT AUTHORITY OF INDIA (IWAI) FOR KSTP-IWT PILOT PROJECT Venue: IWAI Office, 2347-N, Paramara Shopping Complex, Paramara Road, Kochi-18 Date, Time: 12 August 2002, 11.30 a.m. Participants IWAI Kochi: Mr. S. Dandapat, Director, Inland Water Authority of India (IWAI), Kochi Mr. V. Murugesan, Technical Assistant, IWAI, Kochi Mr. G.S. Mena, Technical Assistant, IWAI, Kochi Participants KSTP PMT/PCC: Mr. Ramakrishnan, Superintendent Engineer (SE), Water Resources Department Mr. Yohannan, Executive Engineer, PMT/Water Resources Department Mr. B.G.P. Reddy, Design Engineer, Project Coordinating Consultants (PCC) Mr. Sundara Rajan C.V., Environmental Specialist, PCC The purpose of the meeting with IWAI Officials was to ascertain whether the terminal facilities proposed in the terminals at Kottayam and Changanaserry of the IWT Pilot Project and that in the terminals at Alappuzha, Vaikom and Thannirmukkom of the NW-III-IWAT Project, that are in the project influence area of the pilot project, are of comparable standard. Mr. Ramakrishnan, SE, Water Resources introduced the KSTP-IWT Project and the objectives of the meeting. The PCC Environmental Specialist added some details on the nature of the information required from IWAI. Having discussed all matters regarding the NW-III Project (presently partly completed) and KSTP-IWT Project, the key elements regarding the KSTP-IWT Project were defined as described below. 1. The terminal facilities proposed by IWAI for Alappuzha, Thannirmukkom (Shertalai) and Vaikom are much bigger in area than the KSTP proposals for IWT. The area of the NW-III terminals varies from 0.5 ha to 1.0 ha whereas the KSTP proposal is 0.1 ha only. This is due to the hazardous material cargo handling and storage requirement for the NW-III Project. The land acquisition for the latter project is complete but at Alappuzha terminal where some local conflicts have slowed down this process. 2. Apart from the area required, the NW-III terminal designs are comparable with the KSTP proposals. However, certain items described in the engineering report of the pilot project do not seem to be included in the Bill of Quantifies, particularly the following matters: Fence and gates Water supply arrangements and overhead tank Surface drainage and pipe culvert Fire fighting equipment and portable pump Mechanical engineering equipment, eg. provision of tyred crane to load and unload cargo etc. 3. It can be noted that environmental and social considerations are of lesser importance in the NW-III Project. The PMT/PCC team stated that these considerations are essential in all World Bank financed projects. 4. In the NW-III terminals the only facility proposed is a septic tank designed for 50 people. This is meant for official/guest use and not for the public. This is inadequate Louis Berger International/Sheladia/CES/ICT 27 Kerala State Transport Project Implementation Plan For IWT Pilot Project for the KSTP-IWT standard. KSTP has proposed a septic tank for 200 people use, including the.fficial/public use, besides the disposal of waste from on-board vessel facilities according to the KSTP vessel designs. 5. At present there are no garbage collection and disposalarrangements'proposed in the NW- III Project. 6. The NW-III Project has obtained the Environmental Clearance from the Ministry of Environment and Forests, Government of India. 7. For water hyacinth removal and disposal IWAI have contacted Ecotech (Phone 0484-323809) dealing with proven environmental solutions. There are early proposals to hire this company for removing water hyacinth using mechanical water hyacinth harvesters. The cost of this harvester is 60 lakhs. Currently IWAI has not developed any plan for the disposal arrangements. 8. The NW-III Project has carried out a detailed Disaster Management Plan and risk analysis related to the hazardous cargo movements at terminals. There are inbuilt proposals for fire fighting equipments in the terminals. 9. There are no institutional capabilities within the IWAI for executing any environmental and social components of the project. The IWAI depends on the Revenue Department and other agencies for land acquisition and other environmental and social requirements of the project. 10. At present there are no design vessels proposed with inbuilt garbage collection and disposal facilities in the NW-III Project. 11. There have been some conflicts with the fishing community in the NW-HI Project. When they happen, they are referred to the Fisheries Department, Government of Kerala. 12. There are some discrepancies regarding the channel marking standards between the NW-III and KSTP proposals. However, this is a minor issue that can be resolved easily. 13. The IWAI has raised concerns regarding the certificate of competency to the boat drivers and the boat masters. There is some confusion regarding the present setup. It is understood that the Water Resources Department at Alappuzha has been authorized to issue boat registration certificates but not competency certificates. If some training is required this needs to be imparted. 14. The Director declared that the entire current legal framework and particularly the environmental laws are inadequate thereby hampering the growth of the waterways. Suitable laws need to be framed and implemented for effectively managing the environmental and social requirements and to meet international accepted standards. 15. Regarding the dredge disposal options the NW-III Project has resorted to all available means, i.e. open land and lake disposal, land fill, bund protection and land reclamation. They informed the KSTP participants that there are many potential buyers for dredged material. 16. The PMT/PCC Team gave information on the proposed task force meeting for the KSTP-IWT Project. IWAI participation is necessary for waterways related issues in Kerala. In this context the KSTP Team stated that they would convey these aspects to the concerned officials. The meeting was closed at 1.00 p.m. Louis Berger International/Sheladia/CES/ICT 28 Kerala State Transport Project Implementation Plan For IWT Pilot Project ANNEXURE-2 GOVD1E1NT CF E:RALA bstract Coastal Shipping - Inlana tion Department - Form.latLon of Inland Water Transport Pilct P-cject - Task Force re-ccns- tituted - Orders issued, COASTAL SHIPING !.N INAiD iAVIGATICN DPARTENIT G.0 (Rt) No.11/2002/CSIND. Dated, Thiruvananthapuam17-09-02 1) G.O(Rt) No. 27/200a/CSIND. dt, 27.11.01 2) Lr.No. _','/PMT/51/OO dt 7.8.02 from'the Superintending Enginf-er, Nerala State Treasport Project M!nagement Tear, Xerala Public Voik, Department. ORDER As per the Govt, Order read as first paper, a Task Force has been constituted to facilitate the formulation of the Inland Water Transport Pilot Project. In the lett-=r read as 2nd paper above, the Superirtending Engineer,p:rcjcct Manage 'ent Tea,?Ket1t 3tate Trtsbortfotjlct Rerbia Public works Dept.has recuested to recongtitute tne Task Force for the Co-ordination of the different agencies to imnlement the social and environmental action plan effectively. 2) Govt. have examined the request in detail and are pleased to*re-constitute tne 7ask Force with the new Terms Of Reference ap eid&a'herevith'hd.the follcwing members. 1. The Principal Secretary, Water Resources Department Chairman 2. The Secretary, P'D : Co-Chairan 3. The Secretary , Tourism IobOr 4. 1anaging Director, Roads and bridges D.velonm2nt Corporation : of Kerala. 5. Ianaging nireczor, TIlritime Deve- lopment Cor-cration 6. Director, Kerala Ssna-cation - Pission, Thiruvanantha-uran 7. District Collector, Alapuozha 8. Director, 5zate s,at!r Transport D3 rzctorctE, Alappunna. 9. Director of Tourism 10. Chief 'ngineEr (IA) Thituvannzhnpuram. 11. Chief Enginzer (lech.) thiruvnanthapureS. Louis Berger International/Sheladia/CES/ICT 29 Kerala State Transport Project Implementation Plan For IWT Pilot Project : 2 : 12. Shri S.D Jay, r-'od, 3ericr : nir hrnvs ronr'-enta L ng:-:- Kvaln Stacc Pil-1t or otr0 Bonrd. 13. Dr. Joy, X,"aLa ;CriculIt . University 14. Execut-ive Dircrtor, V.RD, : Kozhiko.de. 15. Prof: Oo=9n -T-A : Thal,vdyiv. P.0, Cdnt Alappziho. EF C-der of ths Co-error, DR. ASHA -POIIAS, Spo-cial Secrct'-r y to C-ov'rsrr-n. To The Secretary, PWD The Secrtary, Tourisn The Mnna-ing Director, Pords 4 Bridecs Devettuoent Corporärion of S.rnln , Freethi - guilding ,Palarivttom', Koch-i. The Managing Director, Maritirc Development Corpn. Office 39/4695, Karimp-tta Road, NeEr Pall-jrukku- P.B.No. 2455, Ernakulam, v.ochi-682016. The Director, Ker2la Snnitation Mission, ThIruvnnrntth-- - pu ram. The District Collector, Ala-ppuha. The Dirctor, Strte Water 'rr.sport DIr,c--rr:tc Alappuzha. The Director cf Tourism, Thiruvananthaperan The Chief Engincer, (1iA Thiruvananthn-purem Thc Chief Engineer (Mec.) , Thiruvannthpur-m Shri. S.D. Jaynprnsad, Senior Environmentzl Engincer Kerala State Pollution Control Board, TVM Dr. Joy, Keral. Agriculture University,Mannuthi Thrissur. The Executive Director, Centr. for '.nter Resources Developcent and Ilangement, Kozhikode. Prof: Oommen Mathew, ThalPvady. P.O, Edathun,Alapruzhn. The Accountnnt Goneral, A=E/Audit,erala, TM Water Rcsourcs Department PWD/Tourism/Tr.ansport Department. Forwerded/By Order Section Officer. KsTP law' p±us,t Frolret -- Tex-s or nsrerenecs Rar -ehe Tr sk e,c.. 1 . iDr-eds tIterial - •io nav-seo on the (seOOial er flv,-ree - ipact sei¿ati..n n*,esures, *IV en-' , reqe.ured <1s leto ' diapoen salc thsea-i-texvoi Crad- -er: -'ro-, t'n, erele. 2. WdaLor flyr-c in'tn.- '5.; review, th' yr opesed rsseai anca disponai msethods -fn order t:a ev'oid an-' adv'erse 'pr- t'-. To ar1v-e retJar"ni n -,< car.vsenr 1 o f -' clis c'ssi,~on/.c rceee,ro¾ e-ti-v-i is- *r or. 'ettsr-hune-cint - issi 5, - .-. all expert0 in uin tl'ld to 1 me 1' 1er 0 " - , e-Jt Srar tre p,roblemn.- Te diesc-.:s tueo ine er -- of1ni-2 arf n - r.-tt' - 1!- 2 VAL.,o-rf-en -5. .Anlt"1ne rns end Sanit.t±eea rrcilisio0. 5e j 1toJ - t 'e' -tl e _n o o o - - - er lie ~ ~ ~ ~ ~ ~I ineres L r CH: 0.95 to 1.20 km z 250 x 7.ý&ý i 1.501aY) 6000 m3 > 'ý2 > AMpuffi Changanasserry Louis Berger International/Sheljdia/CESACT 52 Kerala State Transport Project Implementation Plan For IWT Pilot Project ARAYIRAapuzha - hananaserr --- n--- 3 - 5 00 3+ )1 . 0.a 550 xs A Aappuzha- Chai ganase su ,/ I er\a.i.ria.. - Toa 6.. 7s oom a - - ø SC~CE SO ~___ - tL- - - i ___ S - - - en :e* ec- - - 2s Li Alappuzha - Changanaserry so~ 3+nn2 .50s = SOm Louis Berger International/Sheladia/CES/ICT 53 Kerala State Transport Project Implementation Plan For IWT Pilot Project Alappuzha - Changanaserry C4 2 .4 Z - E ý J -YE ~ P Alpp h - hnaaer a.30c 1.0o __ '~~:3 ~Oo _ _ _ 50 x 12.00 xc 1.OO(av) = GOO0 uI APPL'zita XclI \GXAX5srRu C X -~ ,-o:...-..KERALA STATE TRASPORT PROJECT Alappuzha - Changanaserry yi - 30x x 50av=3 0m Louis Berger International/Sheladia/CES/ICT 54 Kerala State Transport Project Implementation Plan For IWT Pilot Project ANNEXURE-12 CHECK LIST FOR LAND ACQUISISTION PROVISION OF THE R & R If any person is adversely impacted during implementation, the R&R Policy of the KSTP will be implemented. A concise checklist for the social impacts for the contractors is added in case the R& R Policy and the resettlement action plan (RAP) for the highways component are to be used and implemented under the IWT pilot project. The checklist is as follows: CONTRACTOR TO MEASURE THE EXISTING WIDTH AND THE REQUIRED WIDTH A. IF A STRUCTURE/PLOT OF LAND IS AFFECTED: + Identify the location (chainage, side [L/R], existing width, modified width); + Identify the address of the owner and/or user of the property; v Measure the area of the affected land; - Identify and note the details of what else is lost (well, tank, trees, etc) + Refer to the RAP for mitigation measures; + Identify the number of trees and the ownership (public / private) of the tree to be removed. B. IF A CPR (WELL, HAND PUMP, SCHOOLS, ETC) IS AFFECTED: + Identify the location (chainage, side [L/R], existing width, modified width); + Identify if these are privately owned or owned by the government; + Measure the affected area and identify the owner; + In case of private owners, follow the RAP mitigating measures; + In case of public properties coordinate with the WRD and the relevant affected Government Department to rehabilitate the affected CPR. C. IF A RELIGIOUS/CULTURAL PROPERTY IS AFFECTED: e Identify the location (chainage, side [L/R], existing width, modified width) + Identify the property (temple, church, mosque, hyundi,' etc.); + Measure the area affected and identify the quantum of loss; v For compensation and benefits enhancement measures refer to the RAP. E. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADMINISTERING THE CHECKLIST IN THE FIELD. The R&R Co-ordinator of the PMT will provide the clearance note prior to the commencement of the civil works. The social issues anticipated are provided in the ESAMP report 7 Hyundzs are box shaped structures put up by the religious organisations on the roadsides for the collection of donations. Louis Berger International/Sheladia/CES/ICT 55 Kerala State Transport Project Implementation Plan For IWT Pilot Project ANNEXURE -13 HAZARDOUS CARGO HANDLING AT NW-III TERMINALS The Alappuzha NW-III terminal (other terminals are not related to the pilot project) are also intended to handle classified hazardous cargo's as described in the Hazardous management rules of GOI according to the Environmental (Protection) Act, 1986. The IWAI has therefore carried out a study and prepared a Disaster Management Plan and Risk Analysis. The World Bank supported IWT canals are not related to the hazardous cargo transport. The terminal arrangements and hazardous cargo handling at the terminals are also not linked to the World Bank project. For these arrangements the World Bank requires much stringent measures according to the safeguard policies of the Bank. Since the Alappuzha terminals are also terminals of IWT pilot project, a copy of this report will be made available to World Bank for any additional recommendations, clarifications or guidelines. The implementation of any such recommended activity from World Bank need the ratification of Task Force constituted for IWT project implementation. The Task Force is the nodal agency identified for interagency/interdepartmental linkages. This activity will continue till all the activities realize the WB safe guard Policies. If necessary these aspects will also be disclosed to the public at the appropriate time after the finalisation as desired by the Bank ANNEXURE-14 REPORT ON THE FIELD INSPECTION FOR KSTP- IWT PILOT PROJECT DATE OF FIELD VISIT: 17 SEPTEMBER 2002 Purpose of the field visit: Ascertain the social acceptability of the proposed design for bathing ghats and also to understand the number of bathing ghats that can be constructed without protruding to the canal. Field team: PMT/PCC and Water Resources Department, Thiruvananthapuram Mr Ramakrishnan SE, Water Resources Department Mr Yohannan EE, PMT/ WRD Mr Sundara Rajan, Environmental Specialist, PCC Local Water Resources Department, Kottayam Mrs Rekha, Assistant Engineer, WRD, Kottayam. Mr Bino, Overseer, WRD Mr Sunny George, Overseer, WRD Mr Santhosh Kumar, Overseer, WRD Mrs. Kunjamma Antony, Assistant Engineer, WRD, Changanassery The team has visited the IWT project canals for public consultation regarding the proposed design for bathing ghats. Earlier the Water Resources Engineers from the Kuttanad region proposed a design for bathing ghats, which will not project towards canals. The construction of -the bathing ghat will require a minimum of 7 Sq.m of land area. The team has traversed along the representative sections of the three IWT canals and consulted several local people along the sides of the water ways regarding the acceptability of the proposed bathing ghats as it require a minimum of seven square metre land area. Although the team had organised two meetings 1) at Illikkal for AK and KV canals and 2) at Kidangara for AC canal the team also consulted several individuals along the canals regarding the bathing ghat arrangements. The lists of people contacted are provided as attachment-1. Louis Berger International/Sheladia/CES/ICT 56 Kerala State Transport Project Implementation Plan For IWT Pilot Project The out come of the field visit and consultations are as follows. + Majority of the bathing ghats comes under the category of 'private'. + Very few public bathing ghats exist along the three canals compared to the total number of bathing ghats along the canals. * The newly proposed bathing ghat arrangements are permanent concrete structures and need minimum maintenance. + A proposal for using creepers such as curtain plants can be used as a green cover + The inhabitants along the side of the canals categorically stated that they couldn't give away any land for the construction of the bathing ghats hence all bathing ghats considered are public bathing ghats with adequate government land availability. + The team estimated a total of 25 numbers of public bathing ghats along each of these canals totalling a requirement of 75 bathing ghats as per the proposed design. LIST OF PEOPLE CONTACTED KV AND AK CANAL 1. Mr Ranadeep, Cherilthara palam operator, Karapuzha 2. Mr Raveedran, Cherilthara palam, Karapuzha 3. Mr Ninan Thomas, Illikkal Plam 4. Mr Jabbar, JR manzil, Illikkal Plam 5. Mr Shaji,TG,Thenikkadakkal 6. Mr Bau, Chanagumatha BATHING GHATS IDENTIFIED ALONG KV AND AK CANALS UP TO KANJIRAM 1. Chrilthira two bathing ghats on both sides 2. Pathinaril chira Right side 3. Parachalil left 4. Near puthinchal Kadavu owned by mosque (part of cultural property enhancement) 5. Near Kanjiram Jetty - 300m from junction right side 6. Bathing ghats identified Along KV Canal 7. Panampadi Kadavu right 8. Near Panamabadi Kadavu left 9. Near Velur Church Right and Left 10. Near Pulinchodu Left and right 11. Near Illikkal bridge Right .12. Parapalam right 13. Aravu Puzha Right 14. Aikkara Nalathu left 15. Pallikadavu left 16. Kulipura Kadavu right 17. Alummoodu right 18. Idakkadu pallikadavu right Louis Berger International/Sheladia/CES/ICT 57 Kerala State Transport Project Implementation Plan For IWT Pilot Project ALAPPUZHA-CHANGANASERRY CANAL (AC CANAL)-PEOPLE CONSULTED AT KIDANGARA 1. Mr Janardhanan, Kochumanagiri Kidanagara 2. Mr Kochu Cherukkan, Kochumanagiri Kidanagara 3. Mr.Thakappan,Parabilsssery Kidanagara, Kidangara. 4. Mr. Raju, Vava Bhavanam, Kidangara. Kidangara. 5. Mr Moti Kutiyappan, Mundakkal, Kidangara. 6. Mr Kunjukuuti, Thonduthara, Kidangara. 7. Mr Maniyan,KK, Malaithara, Kidangara. 8. Mr Raju A ,Karadikkary, Kidangara. 9. Mr Manaiyan, Thattassery kidanagar 10. Mr Sanahamm, Chkrathar, Kidanagara 11. Mrs Sulochan, Kochumnaggiri Kidangara. ANNEXURE-15 SITE CLEARANCE (BOQ BILL NO. 2) DESCRIPTION IT IESTIMATED UNIT RATE AMOUNT UNIT I QUANTITY I (RS.) (RS.) Clearing and Grubbing canal bank area upto 2m. from the bank protection, complete as per Hectare 16 Technical Specification. Clearing and Disposing of water hyacinth,complete as per technical specification and as per Hectare 151 Implementation plan I_ _ ANNEXURE-16 REVISED ENVIRONMENTAL AND SOCIAL IMPACT MITIGATION COST ANALYSIS- DREDGING (BOQ BILL NO. 4) DESCRIPTION I UNIT IESTIMATED UNIT RATE AMOUNT I__ I QUANTITYI (RS.) (RS.) Mobilisation of Mechanical excavation spread, lumpsu 3 complete as per technical specification. lumpsum Mobilisation of Hydraulic dredging spread, complete lumpsu 3 as per technical specification Demobilisation of Mechanical excavation spread, 3 complete as per technical specification. lumpsum. Demobilisation of Hydraulic dredging spread, 3 complete as per technical specification. lumpsum Mechanical Excavation and disposal on land (transport cum 30,000 distance < 2 km), complete as per technical specification and as per Implementation plan. Disposal of Excess Material resulting from Mechanical cum* 90,000 excavation, extra over for additional transportation to km item no.401-06 , complete as per technical specification and as per Implementation plan. Hydraulic Dredging and disposal by floating jet, cum 30,000 complete as per technical specification and as per Implementation plan. Hydraulic dredging and disposal by pipelines, cum 20,000 complete as per technical specification and as per Implementation plan. Total Bill No.4 carried to Summary Louis Berger International/Sheladia/CES/ICT 58