Bi-annual Environmental Monitoring Report
Project Number: 46535-001 Reporting period: January – June 2017
TAJ: Strengthening Technical and Vocational Education and Training Project
Prepared by the Project Administration Group-Ministry of Labor, Migration and Employment and CAICO/GOPA for the Ministry of Finance and the Asian Development Bank. This environmental monitoring report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature.
In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area. CONTENT
I. INTRODUCTION ...... 1 1.1. Project background ...... 1 1.2. Construction activities and project progress in reporting period ...... 4 1.3. Changes in project organization and environmental management team ...... 12 1.4. Relationships with contractors, owner, lender, etc...... 13 II. ENVIRONMENTAL MONITORING ...... 14 2.1. Water quality monitoring ...... 14 2.2. Air quality monitoring ...... 14 2.3. Noise and vibrations monitoring ...... 14 2.4. Flora and fauna monitoring ...... 15 2.5. Implementation of mitigation measures during construction works in accordance with EMP/SSEMP ...... 15 2.5.1. Bokhtar sub-project ...... 15 2.5.2. Vanj sub-project ...... 16 2.5.3. Dushanbe sub-project ...... 17 2.5.4. Sangvor sub-project ...... 18 III. ENVIRONMENTAL MANAGEMENT ...... 19 3.1. The environmental management system (EMS), site-specific environmental management plan (SSEMP), and work plans ...... 19 3.2. Site inspections and audits ...... 19 3.3 Non-compliance notices ...... 20 3.4. Consultation and complaints ...... 21 IV. CORRECTIVE ACTION PLAN FOR THE NEXT PERIOD ...... 21 V. ANNEXES: ...... 23
1 ABBREVIATIONS
ADB Asian Development Bank CTMMEQ Center for Training Methodology and Monitoring Education Quality EMP Environmental Management Plan EPCD Engineering and Pedagogical College of Dushanbe ERP Emergency Response Plan GoT Government of Tajikistan IEE Initial Environmental Examination Km Kilometer MOLME Ministry of Labor, Migration and Employment PAG Project administration group SSEMP Site Specific Environmental Management Plan TMP Traffic Management Plan TVET Strengthening Technical and Vocational Education and Training Project WMP Waste Management Plan
1 I. INTRODUCTION
1.1. Project background 1. The Republic of Tajikistan has received Grant 0452/53/Loan 3309 from the Asian Development Bank (ADB) for implementing Strengthening Technical and Vocational Education and Training Project (the Project). The Project supports the expansion of quality training of unskilled youth and adults to prepare them for skilled employment in Tajikistan and abroad through upgrading of the public TVET system. The upgraded system will train and empower individuals to move from unemployment and underemployment into higher-paying jobs, alleviating poverty by strengthening the livelihood opportunities of trainees and their families and increasing their ability to participate in national economic development.
2. The “Strengthening Technical and Vocational Education and Training (TVET), Tajikistan Project funding consists of an ADB US$15 million loan, US$ 15 million grant, co-financing of $2 million from the Clean Energy Fund under the Clean Energy Financing Partnership Facility, and Government of Tajikistan $2 million counterpart funds. The implementing agency is the Ministry of Labor, Migration and Employment (MOLME).
3. The Project has four outputs as follows: (i) TVET system methodology modernized; (ii) physical learning facilities in selected TVET institutions upgraded; (iii) access to quality TVET programs improved; and (iv) governance and management of TVET system strengthened.
4. The Project is classified as ADB Environmental Category B with the potential environmental impacts confined to activities within Output 2, Upgrade Physical Learning Facilities. This component consists of: civil works to rehabilitate existing buildings; and provision of new equipment to rehabilitated workshops, laboratories, and other rehabilitated facilities.
5. The Project will rehabilitate physical facilities at 29 TVET institutions located throughout the country. The importance of the Project will be through its impact on the skills and employability of graduates of the rehabilitated TVET schools. The map showing location of the educational facilities covered by the Project is presented below.
6. This is the first Bi-annual Environmental Report for the TVET Project, covering the period January to June 2017. The scope of the report is to report on monitoring of environmental, social and safety issues associated with the implementation of the project.
7. The Figure 1 below shows the location of all TVET sub-projects in the country.
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Figure 1. Project implementation in the selected TVET institutions
8. Table 1 presents list of TVET sub-projects.
Table 1. List of sub-projects Ref. Code Facility name Status 1 CW01/1 Rehabilitation of Construction lyceum in Dushanbe, Not started
2 CW01/2 Rehabilitation of Polytechnic lyceum in Dushanbe, Not started
3 CW01/3 Rehabilitation of Sewing lyceum in Dushanbe Not started
4 CW01/4 Rehabilitation of Auto t-sport lyceum in Dushanbe, Not started
5 CW01/5 Rehabilitation of Tourism lyceum in Dushanbe Not started
6 CW01/6 Rehabilitation of lyceum in Shahrinav Not started
7 CW12/1 Rehabilitation of Polytechnic Lyceum in Khujand Not started 3
8 CW12/2 Rehabilitation of Construction Lyceum in Dushanbe Not started
9 CW02/1 Rehabilitation of lyceum in Khujand Not started
10 CW02/2 Rehabilitation of lyceum in Isfara Not started
11 CW02/3 Rehabilitation of lyceum Mastchoch Not started
12 CW02/4 Rehabilitation of ALC in Kanibadam Not started
13 CW02/5 Rehabilitation of ALC in Ghafurov Not started
14 CW04/1 Minor rehabilitation of lyceum Panjikent Not started
15 CW04/2 Minor rehabilitation of lyceum Istaravshan Not started
16 CW04/3 Minor rehabilitation of lyceum Shariston Not started
17 CW05/1 Minor rehabilitation of ALC in Farhor. Not started
18 CW05/2 Minor rehabilitation of lyceum in Vose. Not started
19 CW05/3 Minor rehabilitation of lyceum in Kulyab Not started
20 CW06/1 Minor rehabilitation of lyceum Kurgan-Tube. Not started
21 CW06/2 Minor rehabilitation of lyceum in Vakhsh. Not started
22 CW06/3 Minor rehabilitation of ALC in Yavan. Not started
23 CW06/4 Minor rehabilitation of ALC in Nurek. Not started
24 CW07/1 Minor rehabilitation of lyceum in Shugnon Not started
25 CW07/2 Minor rehabilitation of lyceum in Tojikobod Not started
26 CW Civil works in State Institution “Center for Training Complete 11/SH/02 Methodology and Monitoring Education Quality” and “Engineering Pedagogical college in Dushanbe”
27 CW09/SH/04 Minor repair in Adult Learning Center branch: Center Complete of Vocational training and Entrepreneurship in Sangvor
28 CW08/SH/03 Minor repair in Adult Learning Center branch in Vanj Complete
29 NCB-CW10 Rehabilitation of Bokhtar Energy institute Ongoing
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1.2. Construction activities and project progress in reporting period
9. Construction activities within the reporting period covered 4 out of the planned 29 sub- projects to be financed under the Project. These cited sub-projects are described in the tables below.
1) Rehabilitation of Bokhtar Energy institute Package No MOLME /TVET/NCB-CW10 Invitation for Bids August 23, 2016 Bid Opening September 30, 2016, 10:10 AM Contractor: LLC “Hamsafar” Date of Commencement (NTP) 28 December 2016 Date of Completion 23 August 2017 Contract Duration 8 month
10. Construction activities under this sub-project is completed by some 98% with the remaining activities mostly related to the additional scope of work described in the relevant Due Diligence Report. The quantities of the construction activities were relatively minor, despite the numerous work types - see Table 2.
Table 2. Construction activities implemented during January-June 2017 - Bokhtar Energy institution No. Month, Construction activities 2017 1 January • Disassembly of wooden doors and strip flooring • Disassembly of liggers made of boards with support • Installation of cooper conductor wires PVC insulated with cross section PV1 6mm2; wires wih cooper conductors PVC insulated with cross sections ПВ 2x4mm2, ПВ 2x2.5mm2, ПВ 3x4mm2; • Installation and dismantling of wooden scaffoldings • Repair of plaster of interior walls in stone and concrete by cement-lime mortar: the layer thickness up to 20 mm • Floor insulation by porous ceramic insulation gravel, 150mm thickness (1612m2, 1938 m2, ), 200mm thickness (969m2) • Arrangement of cement covering with thickness 30 mm • Laying of supply and return lines, PEX pipes 50 mm in diameter • Arrangement of false ceilings type of "Armstrong" • Disassembly of metal fence of staircases, ceramic tiles of floors, ceramic tiles of walls • Mounting of hydronic in-floor heating, 20 mm PEX pipes, 200 mm centre to centre distance 2 February • Dismantling wooden attic joist floor in brick buildings • Reinforced concrete basis for Single footing up to 3m3 5
• Site fabrication of metal columns • Assembling metal columns and metal beams • Arrangement of single partition walls with metal framing covered with drywall both sides • Assembling Ø4мм ВрI ceiling networks • Disassembling brickworks, reinforced concrete slab basements under the walls and link beams, concrete floors M-100 • Arrangement of a B15 class concrete girder foundation, of solid-cast reinforced concrete lintels, B20 concrete class • Reinforced brickworks of partition walls, 120mm thick brick on above 4 floors height • Brickwall partition at above 4 floors height • Laying niches for radiators and wardrobes of ½ plain brick thick on above 4 floors height • Repair of the reinforced concrete walls of the canals and canals plastering under the water mains • Manual soil excavation and filling in trenches and punning inside the buildings • Soil compaction with t=5cm crushed stone and by pneumatic rammer • Arranging canals ceiling slabs of up to 1 m2 area (900х600х70mm) • Laying galvanized steel sheets ducts • Installing captor/exhaust hood 600х600 • Laying plastic heating main pipelines (Ø 15mm, 25mm ) • Installing valves (Ø 15mm, 25mm), radiators, steel valves, draw cock, pipe riser; • Manual loading and unloading of soil • Arranging monolithic front stair and entrance ramp • Producing a canopy framework • Arranging metal framing • Installation of outside Euro doors and reinforced windows and single master-switch electricity control box; • Single phase power counters installed on a prefabricated mounting base • Installing volume and discharge regulator, water meters, monometers and thermometers, mud box on water pipeline, couple valves, gauges, outside taps, fittings; • Laying plastic pipes • Disassembling the concrete aprons • Concrete reinforcing the basement • Assembling PVC doors and partitions • Needling/hole punching in the ceilings and walls • Walls waterproofing
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3 March • Installation of Euro window frames, door units, aluminum power cable into the ready trenches • Manual soil exavation for cables • Arrangement of sandy basis • Installation of light control box • Plastering of surfaces of window and door slopes on concrete and stone • Mounting of hydronic in-floors heating, • Arrangement of cement covering with thickness 30 mm • Installation of PVC indoor window sills • Lead-in switchgears of floor execution with 2 switches on input on the rated current of 400A • Installation of toilet pans • Laying of supply and return lines, PEX pipes • Compaction of soil by pneumatic rammer • Manual filling of trenches, bosom of ditches and pits • Arrangement of crawlways single cellular to be overlapped on the tile and monolithic sites • Laying of PVC sewerage free-flow flared-type pipes 4 April • Installation of Euro window frames, door units • Continuous alignment of windows, door slopes and walls by putty • Installation and dismantling wooden scaffoldings • Insulation of walls with mineral wool plate • Arrangement of base layers and leveling foundations made of crushed stone and concrete base layers • Manual back filling of trenches, bosom of trenches and pits • Installation of luminaires with fluorescent lamps, sockets, switches and boxes of concealed wiring • Arrangement of bedplates and monolithic sites, circular wells made precast reinforced concrete 5 May • Installation of Euro window frames, door units • Continuous alignment of windows, door slopes and walls by putty • Installation and dismantling wooden scaffoldings • Insulation of walls with mineral wool plate • Arrangement of base layers and leveling foundations made of crushed stone, concrete base layers • Manual soil excavation, manual back filling of trenches, bosom of trenches and pits • Installation of luminaires with fluorescent lamps, sockets, switches and boxes of concealed wiring, PVC indoor window sills, cooper conductors PVC insulated wires • Arrangement of bedplates and monolithic sites, circular wells made precast reinforced concrete • Finishing of fronts facade with small-grind decorative surface • Installation of plinths for laminated floors • Arrangement of surface of staircase with ceramic granite • Improved painting of ceilings by water-emulsion formulations • Arrangement of false ceilings and laminated coating on the ready basis, covers made of ceramic tiles • Installation of aluminum power cable into ready trenches 7
• Lining with ceramic glazed tiles of the wall • Installation of wash-basins with bottle trap and shower mixers • Arrangement of roof of metal section of average complexity • Arrangement of binder visor by sheets of "Alikapon", reinforced plastic roof windows, plastic trays and rainwater drainage pipes • Compaction of soil by pneumatic rammer • Arrangement of water supply concrete wells with monolithic walls and cover made of precast reinforced concrete • Side coating water isolation bituminous in 2 coats on surface of wells • Installation of steel dampers and valves, fire hydrants • Laying of steel electric welded pipes and installation of fittings
2) Conducting minor repair in Adult Learning Center branch in Vanj district (GBAO): Package No MOLME/CW08/SH/03 Invitation for Bids 08 September 2016 Bid Opening 22 September, 2016, 2:00 PM Contractor: LLC «Vahand» Date of Commencement (NTP) 26 October 2016 Date of Completion 26 April 2017 Contract Duration 6 month
11. This sub-project in Vanj district entailed rehabilitation of the following: Building/classroom of the cook-pastry master profession (workshop for cook-pastry master profession -1, dishwashing place -1 and a storage room); Training building – 2 classrooms for “accountant” profession. 12. Construction activities under this sub-project is completed 100%.
13. The following construction activities according to the Bill of Quantities for the sub-project, were carried out during the reporting period – see Table 3. Table 3: Construction activities implemented during January-June 2017 – Vanj Adult Learning Center branch No. Month, 2017 Construction activities 1 January No civil works 2 February No civil works
3 March No civil works
4 April • Manual soil excavation • Arrangement of galvanized steel roof with standing gutters • Painting facades and slopes from scaffoldings with surface preparation: decorative paints with quartz particles
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• Arrangement of suspended ceiling on metal structure sided with KNAUFF type backer boards • Filling of ceilings • Improved painting of ceilings by water-emulsion formulations • Plain wall lining with installation of toilet pans • Installing metallic doors in the ready sloyts • Arrangement of cement covering and floor covers made of ceranite tiles on cement mortar; • Installing light board with incoming switch and distribution switches; • Installing suspended or wall mount luminaires and single button switches under concealed wiring; • Assembling concealed sockets 5 May • Single switch button of hidden installation • Assembling socket of hidden installation and socket-outlet • Installation of wires with cooper conductors PVC insulated 3х1,5 and 3х2,5 mm2 • Installation of step-down transformers box and box for concealed wiring • Installation of switch buttons and sockets box • Laying PVC pipes Ø15mm • Plastic pipes D=50mm • Installation of wash-basin "Tiulpan" with bottle trap and shower mixer • Arrangement of single-light metal plastic window units and single-light metal plastic doors units • Ceilings filling with 4mm thick putty • Internal walls filling with 3mm thick putty • Painting internal walls with aqueous paint • Improved painting of ceilings by water-emulsion formulations • Laying joists on brick posts • Disassembly of liggers • Improved painting of floors with oil-paint • Luminaries for energy saving ceiling or wall-mount lamps • Single switch of hidden installation • Installation of socket of hidden installation and socket-outlet, wires with cooper conductors 3х1,5 and 3х2,5mm2, box for concealed wiring, switches and sockets box
3) Conducting minor repair in Adult Learning Center branch: Center of Vocational training and Entrepreneurship in Sangvor district (DRS): Package No MOLME/CW09/SH/04 Invitation for Bids 08 September 2016 Bid Opening 22 September, 2016, 2:00 PM Contractor: LLC «Rakhimboy» Date of Commencement (NTP) 28 October 2016 Date of Completion 28 April 2017 9
Contract Duration 6 month
14. Construction activities under this sub-project is completed 100%. Construction activities for the reporting period included the following.
Table 4. Construction activities implemented during January-June 2017 –Adult Learning Center branch: Center of Vocational training and Entrepreneurship in Sangvor district No. Month, 2017 Construction activities 1 January No civil works 2 February No civil works
3 March No civil works
3 April Disassembly of rafter from boards Installation of rack, strut, tie Installation of rafter and head plate Timber structure fire safety Roof installation of galvanized profiled sheeting: with wall gutter Arranging of anchoring parts Installation of metal-plastic window block, single-winged Installation of metal-plastic door block, single-winged Improved plastering of wall using cement-lime mortar on stone Lime painting of wall Painting of socle by Kuzbasl Disassembly of wooden window block Disassembly of wooden door Removing of wooden floor Removing of plywood dressed-ceiling boarding Installation of metal-plastic window block, single-winged Installation of metal-plastic door block and stained glass, single-winged Notching of wall surface Arranging of suspended ceiling on a metal frame with gypsum-fiber sheets Improved plastering of wall surfaces Crack-filling of ceiling surfaces, 3mm thickness Installation of plastic cornice Improved water emulsion painting of ceiling Crack-filling of wall, 4mm thickness Water emulsion painting of wall Improved oil painting of floor Cement covering, thickness 20 mm Ceramic tile (Seranit) flooring using cement mortar Disassembly of log from board Arranging of linoleum flooring Arranging of log over floor slabs 4 May Arranging of wooden floor.
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Wire in boxes, section -up to 6 mm Switch with flush wiring, recessed type, double button Installation of outlet with flush wiring and plug socket Luminaire for bulbs, energy saving Installation of box for switches and sockets Teaching area, roof and facade Removing of corrugated and semi-corrugated asbestos roofing Disassembly of rafter from boards Installation of rack, strut, tie Installation of rafters and head plate Timber structure fire safety Installation of roof dormers Roof installation of galvanized profiled sheeting: with wall gutter Arranging of plastic tray Installation of drainage pipes Arranging of anchoring parts Plastering of smooth facade on stone and concrete using cement-lime mortar Crack-filling of facade walls with 3 mm thickness Painting of facade of scaffolds on prepared surface: using decorative paints Removing plaster from wall and ceiling surfaces Disassembly of wooden window block Disassembly of wooden door Removing of wooden floor Disassembly of logs from board Installation of metal-plastic window block, single-winged Installation of metal-plastic door block and stained glass 5 May Crack-filling of ceiling with 4mm thickness Arranging of plastic plinth Arranging of suspended ceiling on a metal frame with gypsum-fiber sheets Installation of plastic cornice Water emulsion painting of ceiling Improved plastering of wall using cement-lime mortar on stone Crack-filling of wall with 3mm thickness Water emulsion painting of wall Improved oil painting of floor Arranging of logs over brick posts Arranging of wooden floor Cement covering, thickness 20mm Covering of linoleum flooring on glue Lightening board installed in the bottom by alcove wall plugs Wire in boxes, section -2-6mm Switch with flush wiring, recessed type, double-button Installation of outlet with flush wiring and plug socket Luminaire for bulbs, energy saving Installation of box for switches and sockets Installation of air-conditioning Disassembly of roofing from corrugated and semi-corrugated asbestos Disassembly of rafter from boards 11
Installation of rack, strut, tie Installation of rafter and head plate Timber structure fire safety Installation of roof dormers Installation of box for switches and sockets Installation of air-conditioning
4) Conducting civil works on State Institution “Center for Training Methodology and Monitoring Education Quality” and “Engineering Pedagogical college in Dushanbe” Package No MOLME/CW11/SH/02 Invitation for Bids 08 September 2016 Bid Opening 22 September, 2016, 2:00 PM Contractor: LLC «Somoncomservice» Date of Commencement (NTP) 28 October 2016 Date of Completion 28 January 2017 Contract Duration 3 month
15. The scope of physical works on the above-cited sub-projects included minor repair and/or rehabilitation works on the existing infrastructure located and confined within the existing boundaries of the land plots allocated for the educational facilities.
16. Construction activities in this Dushanbe sub-project has started earlier, in December 2016 and by end of June 2017 are completed 100%. According the design the works in Dushanbe included rehabilitation of the buildings of EPCD and CTMMEQ, entailing repair of the: - Roofing of the EPCD using galvanized sheets replacing old corrugated asbestos; - Repair of the 2nd floor of the CTMMEQ building (9 rooms, 2 libraries and a staircase landing).
17. The construction activities in December 2016 is presented in the table below:
Table 5: Rehabilitation of the building of Engineering and training College in Dushanbe – fulfilled construction activities from December 2016 to January 2017 No. Month, 2017 Construction activities December 2016- • Dismantling roofing and corrugated asbestos sheets January 2017 • Mounting shoring and crossbeams, braces • Mounting chevrons, head plates
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• Fire protection of woodworks • Making roof dorms • Making galvanized sheet roofing and roofing profile with standing gutter • Making anchoring details • Dismantling wooden doors • Dismantling window blocks • Dismantling wearing carpets of the wood flooring • Dismantling wall brickworks • Unarmored brickwork of partitions ½ brick thickness at above 4 meters floor height • Installing single-leafed door units, metal-filled plastic up to 3m2 size • Installing single-leafed window blocks. Metal filled plastic up to 3m2 • Arrangement of false ceilings on metal frame and sided with plaster board Two-level metal frame • Filling ceilings with 4mm thick putty • Improved cement-lime plastering on the stone: Internal walls and slopes • Plastering walls and slopes with 3mm thick putty February 2017 • Painting walls with aqueous paints • Painting ceilings with aqueous formulations • Laying joists on floor slabs • Installation of wooden floors 36mm thick • Arrangement of cement covering 20mm thick • Arranging of laminated coating on the ready basis, flooring on cement mortar using Ceranite tiles • Sand finishing of walls, columns, strip pilasters and slopes (without cornices, plinths and corners slabs) • Installing wash-stands and bowls • Laying water supply low pressure PVC pipeline, D110mm • Lighting panels installed in the niche with the spacing bolt • Wire in the duct, 2-6mm cross-section • Installation of concealed wire switches, concealed wiring sockets • Light fittings, energy saving • Disassembly of liggers made of boards with support
18. Additional works were proposed to do for upgrading of Buildings A, B and C of Bokhtar Energy Institute (Bokhtar district) , and also water and sewage system installation (connection with existing facilities of Energy Institute), including drilling of borehole and installation of pump. 19. DDR (Annex 4) and revised SSEMP (Annex 3) for Bokhtar sub-project are attached.
1.3. Changes in project organization and environmental management team
20. The Executing Agency for the project is MOLME. The Project Administrative Group (PAG) has been set up within MOLME for the management of the implementation contracts. Currently, there is no environmental safeguards specialist in PAG. Mr.Safarov Mahmad was appointed temporarily by PAG as a coordinator for environmental safeguards issues.
21. Contractor LLC “Hamsafar” appointed Mr Halimov M. as Environmental Protection Engineer responsible for implementation of EMP/SSEMP in Bokhtar Energy institution sub-project 13
22. Contractor LLC «Vahand» appointed Mr.Dodov J. as Environmental Protection Engineer responsible for implementation of EMP/SSEMP in Vanj Adult Learning Center branch sub- project.
23. Contractor LLC «Rakhimboy» appointed Mr. Rahimzoda M. as Environmental Protection Engineer responsible for implementation of EMP/SSEMP in Center of Vocational training and Entrepreneurship sub-project in Sangvor district.
24. Contractor LLC «Somoncomservice» appointed Mr. Jumaev F. as Environmental Protection Engineer responsible for implementation of EMP/SSEMP in “Center for Training Methodology and Monitoring Education Quality” and “Engineering Pedagogical College in Dushanbe” sub-project.
25. The Project Implementation Consultants (PIC), a joint venture led by GOPA with CAICO, supports the PAG. The PIC team includes one National Environmental Consultant Ms. Nazrieva Rangina (4 months spread over the period 2017-2022). There is no International Environmental Consultant in the Project.
26. The project organisation chart is shown below.
Figure 2. Environmental management of TVET project, status in 2017
EA
Project Administration Group, Financing
No ES, Focal point in absentia: Organization: ADB Mahmad Safarov
PIC CC GOPA/CAICo Construction Contractors ESO: Rangina Nazrieva (4 sub-projects):
LLC “Hamsafar”, ES: LLC “Somonkomservice”, ES: Mr. Halimov M. Mr. Kabirov S.
LLC “Rahimboy, ES: LLC “Vahand”, ES: Mr. Rahimzoda Muhammad Mr. Dodov J.
1.4. Relationships with contractors, owner, lender, etc.
27. There were regular meetings of PAG/PIC staff with the construction contractors on sites and in the PAG office. Many issues were discussed by telephone and by email. In the
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beginning of the project works contractors did not regularly provide their reports. Thus, on- the-job training were conducted for PAG Engineers and Contractors representatives on the format and content of SSEMPs, importance and relevance of GRM for the project and maintenance of Grievance Logbook etc. 28. The connection of the Project PAG/ PIC personnel with ADB staff was implemented via regular meetings and discussions of arising issues by email and in person. The ADB staff provided consultations and conducted monitoring over the Project activities.
29. During the reporting period, Ms.Malika Babadzhanova, the appointed RETA 8663/ADB Environmental Safeguards Consultant in Tajikistan visited the site in May 2017 and conducted meetings and discussions, which were devoted to: SSEMPs, existing work plans, preparation of reports in accordance with ADB requirements. Obtaining permissions from the environmental bodies, preparation of relevant reports on additional works; Conducting training/providing clarifications for the local environmental staff of the Project (on site) on keeping relevant documentation (checklists, records of implemented steps) in environmental sphere.
II. ENVIRONMENTAL MONITORING
30. According to IEE/EMP, no parameters of water, air and noise are planned to be instrumentally measured. During the routine works, no any harmful impacts are expected. 2.1. Water quality monitoring
31. No instrumental measurements of water quality are foreseen for this Project according to IEE/EMP. The Project does not impact water bodies as all works will be implemented at the relevant distance from water sources and inside the fenced area of rehabilitated institutions buildings, which are an existing infratructure.
32. All heavy machines of Contractors transporting construction materials were in good condition, checked on a daily basis.
2.2. Air quality monitoring
33. No instrumental measurements of air quality are foreseen for this Project according to IEE/EMP.
34. No any significant dust emissions during this works were observed in all the four sub- project sites during the reporting period.
2.3. Noise and vibrations monitoring
35. A regular instrumental monitoring of noise and vibrations is not foreseen for this Project according to IEE/EMP. However, the construction contractor is obliged to take care that workers shall wear ear protectors when loud drilling works are conducted.
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2.4. Flora and fauna monitoring
36. A monitoring of flora and/or fauna is not foreseen for this Project according to IEE/EMP. All works take place within the fenced area of sub-project institutions and learning centers. All access roads are paved. All rehabilitation measures are being implemented within the facilities and building constructions of the institutions.
2.5. Implementation of mitigation measures during construction works in accordance with EMP/SSEMP
2.5.1. Bokhtar sub-project
37. This energy college in Bokhtar district is included in the project scope after project’s approval by ADB. Contractor “Hamsafar” appointed Chief engineer as ES - responsible person for implementation of environmental requirements. In general about 40 workers were working during the reporting period. All of them were local, hence there was no need for a separate construction camp.
38. Only one information board was installed at the construction site, but no warning signs were observed. Construction site was not fenced by middle of May. In the middle of May 2017 this incompliance was corrected (see Annex 2).
39. Construction works do not disturb the students and lecturers because rehabilitating buildings are located at the distance of more than 50 m from main educational classes.
40. Waste management issues. No containers for waste were placed at the area of construction site until May 2017. Wastes (empty bags, some construction materials) could be observed all over the site. Since 15th May 2017 Contractor organized relevant containers in sufficient quantities (see Annex 2);
41. Following the recommendations, in May 2017, Contractor has concluded a contract with the Road Maintenance Unit of Bokhtariyon jamoat. The vehicles of the Road Maintenance Unit of Bokhtariyon jamoat collects and transports construction wastes to the central landfill of Kurgan Tyube starting June 2017.
42. Health and safety issues. Workers were equipped by PPE, medical first aid means are in place. Sanitary facilities (toilet, water) are in place. Contractor arranged firefighting means (board and sand, fire extinguisher and shovels) by middle of May 2017.
43. Safety instructions and trainings were provided to workers on regular basis and Contractor keeps relevant records, namely the safety instructions logbook.
44. Contractor concluded an agreement with the local district hospital in Bokhtar for any unanticipated accident or incident.
45. Working hours are from 8am to 19 pm. This is in compliance with the relevant national legislation. No complaints were received from local residents so far while rehabilitation works were in progress. No leakage of fuels and lubricants from vehicles transporting construction materials were observed.
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46. Track record system. EMP was available on site as well as instructions and training records, Complaints register (logbook) was in place. However, SSEMP was not available in the Contractor’s office on site.
47. Removal and disposal of existing asbestos-cement roofing materials. The asbestos- cement roofing sheets that were dismantled on site were removed and disposed using personal protective equipment. The dismantling was carried out in a way to avoid or at least minimize breakage and crushing debris. The sheets were wrapped with polyethylene. The debris and the waste after removal was also put in the polyethylene sacks and sealed.
2.5.2. Vanj sub-project
48. Contractor for the Vanj sub-project is LLC “Vahand”. The Contractor appointed a qualified staff member to coordinate and manage environmental requirements, including Health and Safety. There were up to 25 workers employed during the reporting period on Vanj sub-projects. All the employed workers were locals and there was no need for a construction camp.
49. There was only one information board installed at the construction site. No warning signs were observed during the monitoring visits. Construction site was fenced.
50. The sub-project buildings are located some 50 m away from other operating classes within the facility, and because of the works included only minor rehabilitation, they did not cause disturbance for students and/or lecturers.
51. Waste management issues. There were no waste containers observed at the construction site, but waste was collected and put in the plastic bags where relevant. To avoid deplorable sanitary conditions, Contractor concluded contract with Vanj district Housing and Utilities Company to collect and transport wastes to the central landfill of Vanj district. In compliance with the SSEMP, wastes are placed on a separate area until its collection.
52. Health and safety issues. Workers were equipped by PPE, medical first aid means were in place, same as sanitary facilities (toilet, water). Firefighting means including board and sand, fire extinguisher and shovels were arranged in April 2017, when the construction activities were going on.
53. The Contractor’s Chief Engineer is in charge and conducts safety instructions and on-the job training to workers on regular basis. All relevant records are kept in the safety instruction logbook at Contractor’s office.
54. The Environmental Specialist of the Contractor coordinates health and emergency situations plan. An agreement is concluded with the Vanj District Healthcare Department, and specifically with the First-Aid Station for the regular medical checkup of the workers as well as for an unanticipated accident or incident.
55. Working hours are from 8am to 19 pm. This is in compliance with the relevant national legislation. No complaints were received from local residents so far while rehabilitation works were in progress. No leakage of fuels and lubricants from vehicles transporting construction materials were observed. 17
56. Track record system. EMP and SSEMP were available on site as well as instructions and training records, Complaints register (logbook) was in place in Contractor’s office on site.
2.5.3. Dushanbe sub-project
57. “Somonkomservice” was selected as a contractor for the Dushanbe sub-project. “Somonkomservice” appointed a qualified staff responsible for implementation of environmental requirements. In general, about 25 workers were working during the reporting period. There was no construction camp, because all the workforce was local.
58. One information board was installed at the construction site, but no warning signs were observed. Construction site was fenced.
59. Construction works do not disturb the students and lecturers because rehabilitating buildings are located at a distance from main operational educational classes.
60. Waste management issues. Waste was collected in the bags substituting the waste containers. Wastes however was not observed on site;
61. The Contractor concluded a contract with the Firdavsi district Housing and Utilities Company (KMK), responsible for collection and dumping of waste within the district and servicing the district waste collection points. The waste was collected using dump trucks and transported to the Dushanbe central landfill.
62. Health and safety issues . Workers were equipped by PPE, medical first aid means are in place. Sanitary facilities (toilet, water, kitchen) are in place. Contractor arranged firefighting means (board and sand, fire extinguisher and shovels) on site during the civil works.
63. Same as other contractors, Chief Engineer conducted safety instructions and training to workers on regular basis and kept records in the safety instruction logbook.
64. The contractor concluded an agreement with the Firdavsi district Medical Center No2 for regular medical check-ups and any unanticipated accident or incident. The representatives of the Medical Center had visited the site twice within the reporting period.
65. The working hours on site were compliant with the national legal requirements (from 8am to 19 pm) and no complaints were received from local residents during the rehabilitation works. No leakage of fuels and lubricants from vehicles transporting construction materials were observed.
66. Track record system. EMP, instructions and training records, and grievance logbook were available on site. However, SSEMP was not timely available in the Contractor’s office on site.
67. Removal and disposal of existing asbestos-cement roofing materials. The asbestos- cement roofing sheets that were dismantled on site were carried out using PPEs. The sheets were wrapped with polyethylene. The roofing sheets were then handed over to the
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Engineering and Training College of Dushanbe for following use. The handover Act has been counter-signed by Contractor and representatives of the College and attached to the Contractor’s regular reports. The dismantling was carried out in a way to avoid or at least minimize breakage and crushing debris. The debris and the waste after removal was also put in the polyethylene sacks and sealed.
2.5.4. Sangvor sub-project
68. For Sangvor sub-project, LLC “Rahimboy” has been selected as a contractor. The Contractor appointed a qualified staff responsible for implementation of environmental requirements. In general, about 20 workers were working during the reporting period. Because the contractor hired local workforce, no construction camp was needed and arranged for the sub-project.
69. Only one information board was installed at the construction site. No warning signs were installed and construction site was not fenced.
70. Construction works did not disturb the students and lecturers because rehabilitating buildings are located at a distance from main operational educational classes.
71. Waste management issues. Waste was collected in the bags substituting the waste containers. Wastes were not observed on site;
72. The Contractor concluded a contract with the Housing and Utilities Company (KMK) of Sangvor district, responsible for collection and dumping of waste within the district. The waste was collected by KMK using trucks and transported to the district central landfill.
73. Health and safety issues. Workers were equipped by PPE. Medical first aid was in place. Sanitary facilities (toilet, water, kitchen) were available on site for workers. Firefighting means such as board and sand, fire extinguisher and shovels were also arranged and available on site during the civil works.
74. Safety instructions were regularly conducted for the workers and records maintained in the special safety instructions logbook. The Logbook has been kept on site at Contractor’s office.
75. Regular medical check-ups and to address unanticipated incidents and accidents, contract was concluded with the district Healthcare Department through district First Aid Station.
76. The working hours on site were compliant with the national legal requirements (from 8am to 19 pm) and no complaints were received from local residents during the rehabilitation works. No leakage of fuels and lubricants from vehicles transporting construction materials were observed.
77. Track record system. EMP, instructions and training records, and grievance logbook as well as SSEMP were available on site in the Contractor’s office.
78. Removal and disposal of existing asbestos-cement roofing materials. The asbestos- cement roofing sheets that were dismantled on site were carried out using PPEs and the 19
sheets were wrapped with polyethylene. The dismantling was carried out to avoid or minimize breakage and crushing debris. The debris and the waste after removal was also put in the polyethylene sacks and sealed.
III. ENVIRONMENTAL MANAGEMENT
3.1. The environmental management system (EMS), site-specific environmental management plan (SSEMP), and work plans
79. The following table identifies the status of environment documentation on the Project.
Table 6: Status of environment documentation on the Project Management Plan Status Bokhtar Energy Institution Environmental Management Plan/Site-Specific EMP (SSEMP) Submitted on 9.08.2017, Russian with Annexes (Waste management plan for construction version, in process of revision phase, Emergency response plan, Complaints log, Vanj Environmental Management Plan/Site-Specific EMP (SSEMP) Submitted on 9.08.2017, Russian with Annexes (Waste management plan for construction version approved, English in process phase, Emergency response plan, Complaints log, of approval Dushanbe Environmental Management Plan/Site-Specific EMP (SSEMP) Submitted 12.06.2017, Russian with Annexes (Waste management plan for construction version approved, English in process phase, Emergency response plan, Complaints log, of approval Sangvor Environmental Management Plan/Site-Specific EMP (SSEMP) Submitted on 9.08.2017, Russian with Annexes (Waste management plan for construction version approved phase, Emergency response plan, Complaints log,
3.2. Site inspections and audits
80. Site inspections and audits in the reporting period is shown in below table below.
Table 7. Site visits and audits in the reporting period Organization Purpose Performed by Date
Conducting briefing on State Ecological Expertize, PIC ES: Ms Nazrieva R. 7.04.2017 its importance, process and key milestones for the PAG Project PIC Engineer: Khojaev M.
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PAG Rahim Samadov, Abdulloev, Safarov M.
Contractor:
PAG Conducting on the job training on SSEMP, PAG: Safarov M. 11.04.2017 Grievance Redress Mechanism and logbook, Contractors Health and Safety PIC ES: Ms Nazrieva R.
PAG: Rahim Samadov
Contractors: Rahimzoda M, Rahimov Z., Beknazarov Sh., Dodov Kh.
PAG: Samadov R., PAG Construction Site inspection to monitor status of 10.05.2017 Abdulloev environmental performance during dismantling of PIC equipment. PIC ES: Ms Nazrieva R.
RETA/ADB Environmental Safeguard Consultant Ms Babadzhanova M;
ADB Construction Site inspection to monitor status of Rahim Samadov, PAG 5.05.2017 PAG environmental performance in Bokhtar district Engineer and manager of Bokhtar site
Abdullo Shamsulloev, PAG Engineer
PIC ES: Ms Nazrieva R. PAG Construction Site inspection to monitor status of 3.06.2017 environmental performance PAG: Abdulloev, Samadov PIC R.
3.3 Non-compliance notices
May 2017
81. Bokhtar sub-project. During site visit to Bokhtar Energy institute sub-project following oral non-compliance notices were done to Contractor “Hamsafar” in order of urgent addressing:
No SSEMP in place; Only ony information board was installed at the construction site, but no warning signs were observed. Construction site is not fenced; No containers for waste are placed at the area of construction site. No fire figthing means (no board and sand, no fire estinguisher and showels) were arranged by Contractor; 21
No any environmental monitoring reports were provided from Contractor side.
82. Following Recommendations were provided by ADB/RETA consultant and mostly implemented by end of June 2017: Update the SSEMP for this project in Bokhtar district in cooperation with ES of GOPA/CAICO (SC) and RETA/ADB env.safegurads consultant. Ensure its availability in field office, at site; Ensure that monitoring reports are available in field office of Contractor Install warning signs and do fencing of construction sites; arange fire-protection means, containers for wastes; Make records in complaints log book on daily basis; Ensure that barrels from oil/lubricants, other materials are stored properly – on inpervious basis, covered in accordance with EMP; Ensure full following of HS requirements for workers
3.4. Consultation and complaints
83. No complaints were received and recorded for reporting period from local people or other stakeholders in all 4 sub-projects. There is GRM mechanism. Regular meetings (once per two weeks) with participation of PAG, Contractor and SC representatives and college administration is organized to inform beneficiaries and stakeholders about the project progress and discuss any problems.
IV. CORRECTIVE ACTION PLAN FOR THE NEXT PERIOD
84. Identified non-compliances based on site visits by PIC Environmental Specialist are presented in Action Plan in the table below.
Table 8: Corrective Action Plan for July-December 2017 Responsibilities for Corrective actions to Notice of noncompliance Deadline implementation/ improve the situation № supervision Bokhtar sub-project
1. Environmental Improvement of the report Regularly Contractor (Responsible Monitoring Report, 3rd and environmental specialist ) 4th Quarter 2017
2. Improvement of waste Ensure regular Contractor (Responsible management transporting of wastes to regularly environmental specialist the landfill 3. SSEMP was not available Ensure availability of By 1st Contractor (Responsible in the office of Contractor SSEMP in the office of September environmental specialist); Contractor ES of PIC to check
Vanj sub-project
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4 Final restoration of the area Conduct post- By October GOPA/CAICO ES, after completion of construction 2017 PAG representative, construction is needed environmental audit and Contractor ES fill check-lists Sangvor sub-project
5 Construction activities Conduct post- fulfilled. No environmental construction GOPA/CAICO ES, 30.09.2017 PAG representative, audit conducted so far environmental audit and Contractor ES fill checklist Dushanbe sub-project
Conduct post- 6 Construction activities construction GOPA/CAICO ES, fulfilled. No environmental 20.09.2017 PAG representative, environmental audit and audit conducted so far Contractor ES fill checklist
V. ANNEXES:
Annex 1: Conclusion of the State Ecological expertise
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Annex 2: Photographs
Bokhtar district
Figure 1. Gate of the institute – construction site, May 2017
Figure 2. Construction site – was not fenced in May 2017
Figure 3. Only one information board was placed from one side of construction site, May 2017
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Figure 4. Construction waste could be observed at different parts of construction site, May 2017
Figure 5. Workers are equipped by PPE – May 2017
Figure 6. Manual preparation of cement-sand mixture for concrete works - May 2017 31
Figure 7. Field kitchen and tables for workers’ lunch arranged by Contractor – May 2017
Figure 8. Concrete parts of the rehabilitated buildings. Storage of insulation materials – May 2017
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Figure 10. Rehabilitation of library building, preparation of place for cables. Inside part of rehabilitating buildings – May 2017
Figure 11. Contractor demonstrated EMP, complaints log book, train ing records for workers and other documents, but no SSEMP is in place – May 2017
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Vanj sub-project
Vanj sub-project before rehabilitation, November 2016
Rehabilitation works in progress, painting, April 2017
Transporting wastes from the site, April 2017
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34
Dushanbe sub-project
Dismantling roofing beams, December 2017
Dismantling window units, December 2017 35
Arrangement of false ceiling, January 2017
Special site for storage of construction waste before transporting it, December 2017
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36
Sangvor sub-project
Branch of Adult Learning Center in Childara village of Sangvor district
Dismantled old steel sheets – April 2017 37
Installation of stoves (heating by coal and wood sticks) and electric heating devices – March 2017
Construction wastes and its transporting to appointed landfill – April 2017
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Annex 3.
SITE SPECIFIC ENVIRONMENTAL MANAGEMENT PLAN
Performer: Contract project Manager of LLC “Hamsafar” Esoev F.
Limited Liability Company “Hamsafar”
Strengthening Technical and Vocational Education and Training Project in the Republic of Tajikistan
Contract “MOLME/TVET/NCB-CW10”
Carrying out of repair works in SEI "Energy Institute of Tajikistan" in the area of Bokhtar in Khatlon region
Prepared by LLC “Hamsafar” for Project Administration Group (PAG), Ministry of Labor, Migration and Employment of the Republic of Tajikistan
Dushanbe-2017 39
CONTENT
I. Introduction 4
II. Defining the borders 5
III. Sensitive recipients 6
IV. Construction activity 6
V. Risk assessment 9
VI. Organizational matters and personnel 13
VII. Environmental management measures 14
7.1. General 14
7.2. Health and safety 14
7.3. Road Safety Management 15
7.4. Managing the physical environment 16
VIII. Monitoring and reporting 17
IХ. Environmental Training 19
Х. Handling complaints 19
Annexes
Annex 1 Waste management plan
Annex 2 Emergency Response Plan
Annex 3 Health and Safety Plan
Annex 4 Plan for the consideration of complaints
Annex 5 Dust Control Plan
Annex 6 Noise Management Plan
Annex 7 Checklists for monitoring
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ABBREVIATION
1 ADB Asian Development Bank
2 АСМ Asbestos containing materials
3 GFS Gypsum-fiber sheets
4 FLM Fuel and lubrication materials
5 SI State institution
6 PAG Project Administration Group
7 EIT Energy Institute of Tajikistan
8 CM Complaint Mechanism
9 MOLME Ministry of Labor, Migration and Employment of the Republic of Tajikistan
10 MFC Microfinance company
11 EIA Environmental impact assessment
12 LLC Limited Liability Company
13 VT Vocational training
14 EMP Environmental Management Plan
15 SSEMP Specific Site Environmental Management Plan
16 IEA Initial environmental assessment
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I. INTRODUCTION
1. Over the years of independence, the management of the government has made efforts to develop the education sector, train and train highly qualified specialists for various industries. 2. The Ministry of Labor, Migration and Employment of the Republic of Tajikistan pays special attention to the technical condition, the availability of educational facilities (institutions) in schools to enhance vocational education and training of learners and students. 3. The proposed Project on enhancing the participation of the private sector in vocational education and training (Project) will have an impact on national staff with a high proportion of skilled workers employed in Tajikistan's domestic economy. The project is aimed at meeting the needs of the Republic of Tajikistan. Within the framework of the project, unemployed and partially employed young people and the adult population in the republic will be provided with job opportunities and income in the domestic and international labor markets by providing quality training. 4. The result of the Project will be a more effective, efficient, guaranteed quality, and flexible system for the provision of vocational training (VT). The project includes the achievement of five results, namely: (i) improvement of the methodology of the VT system; (ii) improving the physical conditions of education; (iii) increasing the volume and quality improvement of provided VT; (iv) expansion of equal access to receiving VT; and (v) strengthening the leadership and management of the VT system. 5. On December 27, 2016, a grant agreement was signed between the Republic of Tajikistan and ADB on the financing of the project. a. Also, within the framework of this Project, 2 million US dollars have been allocated from the Clean Energy Fund in order to ensure the delivery of innovative technologies for the development of clean energy and energy saving technologies to Tajikistan in order to increase the energy efficiency of the economy and reduce the damage to the environment, nature and the environment. At present, new clean energy technologies, such as solar energy, wind energy, bio energy in our country are used in very small volumes or are not used at all. In this regard, it was decided that these project funds will be used to test new clean energy technologies, such as solar panels, solar water heaters, and insulation measures for energy saving purposes. This project is a pilot project, and if it is successfully implemented, it is planned to continue financing this direction.
6. Under this Project, the Ministry of Labor, Migration and Employment of the Republic of Tajikistan signed the contract "MOLME / TVET / NCB-CW10" with LLC "Hamsafar" for repairing works at the SEI "Energy Institute of Tajikistan" in the area of Bokhtar in Khatlon region. 7. LLC "Hamsafar" in accordance with this contract undertakes to perform professionally and qualitatively the repairing works of SEI "Energy Institute of Tajikistan" in the area of Bokhtar in Khatlon region within the terms provided by the Contract. 8. Environmental Management Plan (SSEMP), which is part of the EAS, is more general and wide-ranging and covers all possible consequences associated with the project. Therefore, the contractor is required to develop a Specific Site Environmental Management Plan (SSEMP) prior to the commencement of construction works. 9. This SSEMP was prepared by LLC "Hamsafar" for rehabilitation of the SEI "Energy Institute of Tajikistan" in the area of Bokhtar in the Khatlon region. 10. The main objective of this plan is to document how the environmental indicators for rehabilitating the project educational institution will be brought into line with the project
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42 commitments. This SSEMP document, developed for the PAG project, establishes the requirements that LLC "Hamsafar" will comply with. 11. In addition, during the implementation of the Project, the Contractor will strictly comply with ADB's safeguard requirements and national laws and regulations in the field of environmental protection, and, under the terms of the contract, will develop and refine the working measures, plan and management system for environmental protection in areas of repair works.
II. DEFINITION OF THE BORDERS Location of objects and access to the site
12. SEI "Energy Institute of Tajikistan" is located in the state farm F. Said of Bokhtar district of Khatlon region. 13. Fig. 1, 2 and 3 below show the rehabilitated objects.
Fig.1. Library - Building А 43
Fig.2. Educational Building – Building В
Fig.3. Educational Building – Building С
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14. The main road that will be used in the transportation of equipment and construction materials is the main road of the Savkhoz Fayzali Said. The contractor will establish warning signs about conducting rehabilitation works.
III. SENSITIVE RECIPIENTS
15. Facilities to be rehabilitated are educational institutions. The entrance to the construction site will be strictly limited. The territory of the Institute is fenced by the Contractor to prevent occasional visits of the population and students.
16. Figure 4 shows the location of the territory of the institute and buildings to be rehabilitated
Fig. 4. Boundaries of the Bokhtar Energy Institute area, location of buildings A,B, C to be rehabilitated
17. The nearest residential buildings are located at a distance of 200 m from the institute, the nearest school is 600 m, and hospital - at least 500 m from the project site.
IV. CONSTRUCTION ACTIVITY
18. The following construction activities are envisaged under this project:
Table 1. Construction activities № Description of works Unit Number
Rehabilitation of Library A
Disassembling works
1 Disassembly of wooden window block 100 m2 0,754
2 Disassembly of wooden doors 100 m2 0,256
3 Disassembly of strip flooring 100 m2 4,132
4 Disassembly of liggers made of boards with support 100 m2 4,132 45
Disassembly of roof surface made of undular and semiundular 100 m2 5 6,79 asbestos-cement sheatings
Apertures
Installation of Euro window frames, 3x2 segment (2,4m x1,8 m) 100 m2 6 0,6912 insulating glass unit
Installation of window frames, 2x2 segment (1,2 m x1,8 m) 100 m2 7 0,0648 insulating glass unit
8 Installation of indoor window sills made of PVC 100 m 0,42
Installation of outside Euro doors, double wing 1,4x2,0 self 100 m2 9 0,084 closing, including 2 reinforced windows (0,49х0,56м)
10 Installation of classroom doors, single wing 1,0x2,0 100 m2 0,08
Installation of corridor Euro doors, double wing 1,3mх2,0m, self 100 m2 11 0,026 closing, including 2 reinforced windows
12 Installation of Euro doors for washrooms, single wing 0,8х2,0m 100 m2 0,032
Electrical part
13 Excavation of soil manually for cables group of soil II 100 m3 0,98
Installation of aluminium power cable АВБбШ 4х150 1kV in ready 100 m 14 2,00 trenchs cable
15 Arrangement of sandy basis 10m3 0,4
16 Backfillig of soil manually, bosom of trenchs and pits. 100 m3 0,58
17 Installation of switchgear of floor execution with (5x10A and pcs. 2,00 5x100A) outgoing powered by two inputs ВРУЗ-24 УХЛ4
18 Installation of light control box 380V, 50Hz, IP31 for rated current pcs. 2 63 A: 12 pcs. (single pole) x16A Ekinoxe NX-12
19 Installation of wires with cooper conductors with PVC insulation, 100 m 7,00 cross-section ПВ1 6mm2
Installation of wires wih cooper conductors PVC insulated with 100 m 20 2,00 cross section ПВ 2x4mm2
Installation of wires wih cooper conductors PVC insulated with 100 m 21 2,80 cross section ПВ 2x2.5mm2
Installation of luminaires with fluorescent lamps with the number 100 pcs. 22 0,4 of lamps in the luminaire 1
Installation of luminaires with fluorescent lamps, the number of 100 pcs. 23 0,15 lamps in the luminaire 2
Installation of luminaires with fluorescent lamps, the number of 100 pcs. 24 0,32 lamps in the luminaire 4
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46
Installation of socket of hidden installation with single grounding 100 pcs. 25 0,5 contacts
Installation of switch double button of hidden installation 10A, 100 pcs. 26 0,2 220V, IP44 degree of protection
27 Installation of box for concealed wiring 100 pcs. 1,12
Internal finishing works
28 Installation and dismantling of wooden scaffoldings 100m2 2,05
Repair of plaster of interior walls in stone and concrete by cement- 100m2 29 lime mortar: the layer thickness up to 20 mm, at repairing surface 6,14 up to 20 m2
Plastering of surfaces of window and door slopes on concrete and 100m2 30 0,48 stone
The continuous alignment of window and door slopes by putty 3 100m2 31 0,48 mm thickness
32 The continuous alignment of the walls by putty 3 mm thickness 100m2 6,14
33 Improved painting of ceilings by water-emulsion formulations 100m2 6,62
34 Arrangement of suspended seiling "Armstrong" 100m2 4,132
35 Lining of walls by ceramic glazed tiles 100m2 0,558
Floor
36 Floor insulation by porous ceramic insulation gravel, 150 mm 1m3 61,98 thickness (413,2 m2)
37 Arrangement of cement covering with thickness 30 mm 100m2 4,132
38 Mounting of hydronic in-floor heating, 20 mm PEX pipes, 200 mm 100m2 3,62 centre to centre distance
39 Laying of supply and return lines, PEX pipes 50 mm in diameter 100m 0,84
40 Cement covering with 30 mm. thickness 100m2 4,132
41 Arranging of laminated coating on the ready basis 100m2 3,733
42 Installation of PVC plinthes for laminated floors 100m 3,98
43 Arrangement of covers made of ceramic tiles with sizes up to 100m2 0,39 60x60
Plumbing fittings
44 Installation of wash-basin "Tiulpan" with bottle trap and shower 10 sets 0,2 mixer
45 Installation of shower mixer for wash-basin 10 pcs 0,2 47
46 Installation of toilet pans 10 sets 0,4
Exterior finishing works
47 Installation and dismantling of wooden scaffoldings 100m2 2,02
48 Repair of plaster of interior walls in stone and concrete by cement- 100m2 4,98 lime mortar
49 Plaster of surfaces of window and door slopes on concrete and 100m2 0,42 stone
50 Insulation of walls with mineral wool plate with thickness 50 mm 100m2 5,4
51 Finishing of fronts facade with small-graind decorative surface 100m2 5,4
52 "Installation of sun shades 0.5 m wide, 100m 0,24
53 annealed aluminum, 100m2 0,32
54 Louvered, at least 80% direct visual screening" 1m3 1,2
55 Arrangement of surface of staircase with ceramic granit with sizes 1m3 12 up to 60x60
Roof
56 Arranging of overlaps by wooden beams with shield coasting in 1m3 2,11 brick buildings
57 Installing of framing 1m3 2,85
58 Laying of hummer beams made of boards 1m3 1,93
59 Installation of wooden elements of the roof 1m3 2,94
60 Arrangement of lathing 100 м2 6,79
61 Fire protection of wooden structures 1m3 0,84
62 Insulation of roof made of porouse expanded clay gravel 1m3 82,64 ("keramzit"), 200 mm thickness (413,2m2)
63 Arrangement of roof of metal section of average complexity 100 м2 6,79
64 Arrangement of binder visor by sheets of "Alikapon" 100m2 0,84
65 Arangement of metal plastic roof window pcs. 2
66 Arrangement of plastic trays 100 m 1,2
67 Installation of drainage pipes 100 m 0,40
Rehabilitation of educational building B
Disassembling works
1 Disassembly of wooden window bocks 100 m2 2,96
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48
2 Disassembly of wooden doors 100 m2 1,18
3 Disassembly of strip flooring 100 m2 16,12
4 Disassembly of liggers made of boards with support 100 m2 16,12
5 Disassembly of metal fence of staircases 100 m 0,2
6 Disassembly of ceramic tiles of floors 100 m2 0,44
7 Disassembly of ceramic tiles of walls 100 m2 2,5
8 Disassembly of roof surface made of undular and semiundular 100 m2 12,06 asbestos-cement sheatings
Apertures
9 Installation of Euro window frames, 3x2 segment (2,5m x 1,9 m) 100 m2 1,28
10 Installation of Euro window frames, 2x2 segment (1,7 m x 1,9 m) 100 m2 1,52
11 Installation of Euro window frames, 1x2 segment (1,0 m x 1,9 m) 100 m2 0,04
12 Installation of Euro window frames, 1x2 segment (0,8 m x 1,9 m) 100 m2 0,12
13 Installation of indoor window sills made of PVC 100 м 1,58
14 Installation of Euro outside doors, double wing 1,4x2,0 self 100 m2 0,056 closing, including 2 reinforced windows (0,49х0,56м)
15 Installation of classroom Euro doors, single wing 1,0x2,0 100 m2 0,56
16 Installation of Euro doors for sanitary arrangements, single wing 100 m2 0,323 0,85mх2,0m
17 Installation of corridor Euro doors, double wing 2,0mх2,0m, self 100 m2 0,2 closing, including 2 reinforced windows
18 Installation of corridor Euro doors, single wing 1,1mх2,0m 100 m2 0,044
Electrical Part
19 Manual ground excavation for cables, ground group II 100m3 0,588
20 Installation of aluminium power cable АВБбШ 4х 120 1kV in ready 100m 1,2 trenchs cable
21 Arrangement of sandy basis 10m3 0,24
22 Manual back filling of trenchs, bosom of trenchs and pits, ground 100m3 0,298 group II
22 Lead-in switchgear of floor execution with 2 switches on input on pcs. 4 the rated current of 400A, ВРУ1-13-20 УХЛ4
23 Switchgear of floor execution with (5x10A and 5x100A) outgoing pcs. 2 powered by two inputs ВРУЗ-24 УХЛ4 49
24 Installation of light control box 380V, 50Hz, IP31 for rated current pcs. 8 63 A: 12 pcs. (single pole) x16A Ekinoxe NX-12
26 Installation of wires wih cooper conductors PVC insulated with 100m 30 cross section ПВ1 6mm2
27 Installation of wires wih cooper conductors PVC insulated with 100m 9 cross section ПВ 2x4mm2
28 Installation of wires wih cooper conductors PVC insulated with 100m 6 cross section ПВ 2x2.5mm2
29 Installation of luminaires with fluorescent lamps with the number 100pcs. 0,12 of lamps in the luminaire 1
30 Installation of luminaires with fluorescent lamps, the number of 100pcs. 0,66 lamps in the luminaire 2
31 Installation of luminaires with fluorescent lamps, the number of 100pcs. 1,58 lamps in the luminaire 4
32 Installation of socket of hidden installation with single grounding 100pcs. 1,48 contacts
33 Installation of switch double button of hidden installation 10A, 100pcs. 0,78 220V, IP44 degree of protection
34 Installation of box for concealed wiring 100pcs. 244
Internal finishing works
35 Installation and dismantling of wooden scaffoldings 100m2 6,04
36 Repair of plaster of interior walls in stone and concrete by cement- 100m2 18,41 lime mortar: the layer thickness up to 20 mm
37 Plastering of surfaces of window and door slopes on concrete and 100m2 1,97 stone
38 The continuous alignment of window and door slopes by putty 100m2 1,97 with thickess 3 mm
39 The continuous alignment of the walls by putty with thickess 3 mm 100m2 19,66
40 Improved painting of ceilings by water-emulsion formulations 100m2 20,38
41 Arrangement of false ceilings type of "Armstrong" 100m2 16,12
42 Lining with ceramic glazed tiles of the walls 100m2 1,25
43 The device of metal fencing internal stairs 100m 0,2
Floors
44 Floor insulation by porous ceramic insulation gravel, 150 mm 1m3 241,8 thickness (1612m2)
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50
45 Arrangement of cement covering with thickness 30 mm 100m2 16,12
46 Mounting of hydronic in-floor heating, 20 mm PEX pipes, 200 mm 100m2 7,06 centre to centre distance
47 Laying of supply and return lines, PEX pipes 50 mm in diameter 100m 1,45
48 Alabaster covering with 30 mm. thickness 100m2 16,12
49 Arranging of laminated coating on the ready basis 100m2 16,12
50 Arrangement of PVC plinths for laminated floors 100m 15,68
51 Covering made of ceramic granite (granite) sizes up to 60x60 100m2 1,08
Plumbing fittings
52 Installation of wash-basin "Tiulpan" with bottle trap and shower 10 sets 1,4 mixer
53 Installation of shower mixer for wash-basin 10 pcs. 1,4
54 Installation of toilet pans 10 sets 1,2
Exterior finishing works
55 Installation and dismantling of wooden scaffoldings 100m2 4,03
56 Repair of plaster of interior walls in stone and concrete by cement- 100m2 8,06 lime mortar:
57 Plaster of surfaces of window and door slopes on concrete and 100m2 0,95 stone
58 Insulation of walls with mineral wool plate with thickness 50 mm 100m2 9,01
59 Finishing of fronts facade with small-graind decorative surface 100m2 9,01
60 "Installation of sun shades 0.5 m wide, 100m 1,240
61 annealed aluminum, 100m2 0,64
62 Louvered, at least 80% direct visual screening" 10m3 2,2
63 Arrangement of surface of staircase with ceramic granit with sizes 1m3 22 up to 60x60
Arrangement of base layers and leveling foundations made of crushed stone with thickn. 10cm
64 Arrangement of concrete base layers of thickness 10cm 1m3 5,37
65 Roof 1m3 2,61
66 Installing of framing 1m3 6,50
67 Laying of hummer beams made of boards 100m2 12,06
68 Installation of wooden elements of the roof 10m3 2,46 51
69 Arrangement of lathing 1m3 161,20
70 Fire protection of wooden structures 100m2 12,06
71 Insulation of roof made of porouse expanded clay gravel 100m2 0,640 ("keramzit"), 200 mm thickness (806 m2)
72 Arrangement of roof of medium complexity made of metal profile 1pcs. 4,00
73 Arrangement of binder visor by sheets of "Alikapon" 100m 1,50
74 Arangement of dormer window made of metal plastic 100m 0,70
Rehabilitation of educational building C
Disassembling works
1 Disassembly of wooden window block 100 m2 4,67
2 Disassembly of wooden doors 100 m2 0,744
3 Disassembly of strip flooring 100 m2 19,38
4 Disassembly of liggers made of boards with support 100 m2 19,38
5 Disassembly of metal fence of staircases 100 m 0,2
6 Disassembly of ceramic tiles of floors 100 m2 0,32
7 Disassembly of ceramic tiles of walls 100 m2 1,8
8 Disassembly of roof surface made of undular and semiundular 100 m2 14,98 asbestos-cement sheatings
Apertures
9 Installation of Euro window frames, 3x2 segment (1,8m x 2,0 m) 100 m2 3,23 insulating glass unit
10 Installation of window frames, 2x2 segment (1,2 m x2,0 m) 100 m2 0,192 insulating glass unit
11 Installation of window frames, 1x2 segment (1,5 m x 1,0 m) 100 m2 1,14 insulating glass unit
12 Installation of window frames, 1x2 segment (0,8 m x 2,0 m) 100 m2 0,032 insulating glass unit
13 Installation of window frames (0,8 m x 2,0 m) insulating glass unit 100 m2 0,096
14 Installation of indoor window sills made of PVC 100 m 3,25
15 Installation of outside Euro doors, double wing 1,4x2,0 self 100 m2 0,112 closing, including 2 reinforced windows (0,49х0,56м)
16 Installation of classroom Euro doors, single wing 1,0x2,0 100 m2 0,48
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17 Installation of Euro doors for sanitary arrangements, single wing 100 m2 0,032 0,80mх2,0m
18 Installation of corridor Euro doors, double wing 1,5,0mх2,0m, self 100 m2 0,12 closing, including 2 reinforced windows
Electrical part
19 Soil exavation manually for cables, group of soil II 100 m3 1,029
20 Installation of aliuminium power cable АВБбШв 4х95, 1kV in 100 m 2,10 ready trenches cable
21 Arrangement of sandy basis 10m3 4,2
22 Backfilling of trenchs manually, bosom of trenchs and pits, group 100 m3 0,61 of soil II
23 Installation of switchgear of floor execution with (5x10A and pcs. 2,00 5x100A ) outgoing with power from two inputs, ВРУ3- 24 УХЛ4
24 Installation of light control box 380V, 50Hz, IP31 for rated current pcs. 8,00 63 A: 12 pcs. (single pole) x16A Ekinoxe NX-12
25 Installation of wires with cooper conductors with PVC insulation, 100m 20,00 cross-section ПВ1 6mm2
26 Installation of wires wih cooper conductors PVC insulated with 100m 4,40 cross section ПВ 3x4mm2
27 Installation of wires wih cooper conductors PVC insulated with 100m 6,80 cross section ПВ 2x2.5mm2
28 Installation of luminaires with fluorescent lamps with the number 100 pcs. 0,04 of lamps in the luminaire 1
29 Installation of luminaires with fluorescent lamps, the number of 100 pcs. 0,5 lamps in the luminaire 2
30 Installation of luminaires with fluorescent lamps, the number of 100 pcs. 0,7 lamps in the luminaire 4
31 Installation of socket of hidden installation with single grounding 100 pcs. 1 contacts
32 Installation of switch double button of hidden installation 10A, 100 pcs. 0,52 220V, IP44 degree of protection
33 Installation of box for concealed wiring 100 pcs. 1,52
Internal finishing works
34 Installation and dismantling wooden scaffoldings 100 m2 6,02
35 Repair of plaster of interior walls in stone and concrete by cement- 100 m2 22,87 lime mortar: the layer thickness up to 20 mm, at repairing surface up to 20 m2 53
36 Plastering of surfaces of window and door slopes on concrete and 100 m2 2,6 stone
37 The continuous alignment of window and door slopes by putty 100 м2 2,6 with thickess 3 mm
38 The continuous alignment of the walls by putty with thickess 3 mm 100 м2 22,87
39 Improved painting of ceilings by water-emulsion formulations 100 м2 25,47
40 Arrangement of false ceilings type of "Armstrong" 100 m2 19,38
41 Lining with ceramic glazed tiles of the walls 100 m2 1,8
42 The device of metal fencing internal stairs 100 m 0,2
Floors
43 Floor insulation by porous ceramic insulation gravel, 150 mm 1 m3 290,7 thickness (1938 m2)
44 Arrangement of cement covering with thickness 30 mm 100 m2 19,38
45 Mounting of hydronic in-floor heating, 20 mm PEX pipes, 200 mm 100 m2 9,42 centre to centre distance
46 Laying of supply and return lines, PEX pipes 60 mm in diameter 100 m 1,58
47 Cement covering with 30 mm. thickness 100 m2 19,38
48 Arranging of laminated coating on the ready basis 100 m2 18,74
49 Installation of plinthes for laminated floors 100 m 17,2
50 Arrangement of covers made of ceramic tiles with sizes up to 100 m2 0,64 60x60
Plumbing fittings
51 Installation of wash-basin "Tiulpan" with bottle trap and shower 10 sets 1,4 mixer
52 Installation of shower mixer for wash-basin 10 pcs. 1,4
53 Installation of toilet pans 10 sets 1,2
Exterior finishing works
54 Installation and dismantling of wooden scaffoldings 100 m2 4,04
55 Repair of plaster of interior walls in stone and concrete by cement- 100 m2 7,53 lime mortar
56 Plaster of surfaces of window and door slopes on concrete and 100 m2 1,84 stone
57 Insulation of walls with mineral wool plate with thickness 50 mm 100 m2 9,37
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58 Finishing of fronts facade with small-graind decorative surface 100 m2 9,37
59 "Installation of sun shades 0.5 m wide, 100 m 1,52
60 annealed aluminum, 100 m2 0,45
61 Louvered, at least 80% direct visual screening" 1 m3 12,3
Arrangement of surface of staircase with ceramic granit with sizes up to 60x60
62 Arragement of concrete spead coats M50 thnikness 10 cm. 1m3 6,37
63 Roof 1m3 3,12
64 Installing of framing 1m3 7,6
65 Laying of hummer beams made of boards 100m2 14,98
66 Installation of wooden elements of the roof 10 m3 2,464
67 Arrangement of lathing 1m3 193,8
68 Fire protection of wooden structures 100 m2 14,98
69 Insulation of roof made of porouse expanded clay gravel 100m2 1,255 ("keramzit"), 200 mm thickness (969m2)
70 Arrangement of roof of metal section of average complexity 1 pcs. 4
71 Arrangement of binder visor by sheets of "Alikapon" 100 m 1,55
72 Arangement of roof window of reinforced plastic 100 m 0,72
Rehabilitation Heating networks
1 Soil excavation manually, soil group 2 100 m3 7,71
2 Compaction of soil by pneumatic rammer, soil group 1 and 2 100 m3 1,071
3 Arrangement of sandy basis 10 m3 3,57
4 Filling of trenches manually,bosom of ditches and pits, soil group 2 100 m3 3,10
5 Arrangement of crawlways singl cellular to be overlapped on the tile 100 m3 0,68
6 Arrangement of monolithic sections 100 m3 0,02
7 Arrangement of bearing blocks ОП-1 100 m3 0,0112
Heating camera -type 2
8 Arrangement of water supply concrete wells with monolithic walls 10 m3 1,1 and cover made of precast reinforced concrete in dry soils
Dumb wells ДК-6
9 Arrangement of circular wells made precast reinforced concrete in 10 m3 0,132 aqueous soil 55
10 Side coating water isolation bituminious in 2 coats on surface of 100m2 0,066 wells
11 Installation of steel dampers with diameter 100 mm 1 к-т 6
12 Installation of steel dampers with diameter 150 mm 1 к-т 4
13 Installation of steel valves with diameter 40 and 50 mm 1 pcs. 12
14 Laying of steel electric welded pipes with diameter 159x4,5 mm 1 km 0,365
15 Laying of steel electric welded pipes with diameter 133x4,0 mm 1 km 0,077
16 Laying of steel electric welded pipes with diameter 108x4,0 mm 1 km 0,15
17 Laying of steel electric welded pipes with diameter 57x3 mm 1 km 0,01
18 Laying of steel electric welded pipes with diameter 45x3 mm 1 km 0,02
19 Checking of welding joints of heating lines by gamma rays 100% 1 m of 40 joints
20 Insulation of pipelines with diameter 150 mm with covering by fiber- 100 m2 1,71 glass roofing material
21 Coating of normal anticorrosion bituminous-rubber or bituminouse km 0,365 polymeric insultion to steel pipelines with diameter of 150 mm
22 Insulation of pipelines with diameter 133 mm with covering by fiber- 100 m2 0,32 glass roofing material
23 Coating of normal anticorrosion bituminous-rubber or bituminouse 1km 0,077 polymeric insultion to steel pipelines with diameter of 133 mm
24 Insulation of pipelines with diameter 100 mm with covering by fiber- 100 m2 0,051 glass roofing material
25 Coating of normal anticorrosion bituminous-rubber or bituminouse 1km 0,15 polymeric insultion to steel pipelines with diameter of 100 mm
26 Insulation of pipelines with diameter 50 mm with covering by fiber- 100 m2 0,0179 glass roofing material
27 Coating of normal anticorrosion bituminous-rubber or bituminouse 1km 0,01 polymeric insultion to steel pipelines with diameter of 50 mm
28 Insulation of pipelines with diameter 40 mm with covering by fiber- 100 m2 0,025 glass roofing material
29 Coating of normal anticorrosion bituminous-rubber or bituminouse 1km 0,025 polymeric insultion to steel pipelines with diameter of 40 mm
30 Chlorination of pipelines with diameter 100 mm 1km 0,622
Rehabilitation Water supply and Sewerage
1 Soil excavation manually, soil group 2 100 m3 5,08
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2 Compaction of soil by pneumatic rammer, soil group 1 and 2 100 m3 1,27
3 Arrangement of sandy basis 100 m3 1,4
4 Filling of trenches manually,bosom of ditches and pits, soil group 2 100 m3 4,83
5 Laying of sewerage free-flow flared-type pipes of PVC with 100 m 2,15 diameter 200 mm
6 Arrangement of round precast reinforced concrete sewerage wells 100 m3 0,542 with diameter 1 m in dry soils D=1000 мм
7 Laying of water supply pipes made of polyethylene tubes with 1000 m 0,05 diameter 75 mm.
8 Free steel collar with diameter 65 mm pcs. 2,000
9 Laying of water supply pipes made of polyethylene tubes with 1000 m 0,44 diameter 100 mm.
10 Free steel collar with diameter 100 mm pcs. 9,000
11 Installation of polyethylene elbow pieces 0,9
12 Installation of dome dampers with diameter 100 mm pcs. 3,0
13 Installation of dome dampers with diameter 65 mm pcs. 2,0
14 Welding of collars to steel pipes with diameter 100 mm pcs. 7
15 Welding of collars to steel pipes with diameter 65 mm pcs. 2,00
16 Installation of steel welded elbow parts with diameter 100 mm t 0,03
17 Installation of dome elbow parts with diameter 100 mm t 0,3
18 Installation of fire plugs pcs. 2
19 Installation of water supply round precast reinforced concrete wells 10m3 0,46 with diameter 1,5 m in dry soils
20 Laying of water supply pipelines of pressure made of polyethylene 100m2 1,6 pipes of low pressure mid type with external diameter: 20 mm
19. There are no asbestos-cement roofing sheets at the site. ACM will not be used as new material in restoration works or new buildings.
4.2. Proposed additional works
20. Additional scope of works to cover much needed upgrading of rehabilitated buildings of the Bokhtar Energy Institute, including on water supply and sewerage, arrangement of heating network were proposed in the course of rehabilitation works. Detailed activities and facilities to be installed are shown in DDR prepared for the additional works (Annex 1 of DDR).
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21. Improving the water supply and sewerage networks via rehabilitation and network expansion involves mainly basic construction techniques that are used in building most infrastructure projects (trench excavation, transportation of materials, disposal of waste spoil, etc). As a result, the environmental risks of this element of the project are mainly those that are common to most construction sites. These include: Pollution of land, streams or groundwater by rainfall washing silt from excavated soil or stored sand; or by spills of fuel and other toxic materials used or stored on site; Noise and dust from construction activity may affect workers and staff of the institute, students; Risks to the health and safety of workers from construction activities; Risks to public health if construction causes a shutdown of the water supply system.
22. These will be mitigated by taking relatively straightforward precautions, which are widely used on construction sites worldwide. These include such actions as:
Building trenches in short lengths to minimise the amount of soil left on site; refilling trenches quickly; and removing excess soil for disposal soon after excavation; Bringing in loose material only when needed, instead of storing in stockpiles on site; Maintaining and refuelling vehicles/machinery in offsite garages or workshops, with appropriate pollution prevention and waste management practices; Storing fuel, oil and other toxic liquids offsite, also with suitable pollution controls; Avoiding using older vehicles and machinery; and maintaining all equipment according to manufacturers’ specifications.
4.2.1. Environmental Supervision and Monitoring for additional works
23. The Project Supervision Consultant (PSC) GOPA&CAICO and the Construction Contractors (CC) are legally required by their contracts to take all actions that are allocated to them in this Environmental Management Plan (Table 2). Environmental impacts of improving the water supply and sewerage networks will be monitored as shown in Table 3. This process will be coordinated by the PAG, who will require the responsible parties to take remedial action in the case of any serious or repeated departure from the EMP requirements, or if the supervision or monitoring reveals any significant or unexpected negative environmental or social impacts.
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V. RISK ASSESMENT
Type of construction Issues to be Probability that the Effects Risk Environmental Management Measures works considered site and sensitive for the site and assessment: recipients will have sensitive (Effects any impact recipients to be x Probability) impacted Score Score (i) Rehabilitation works will be planned Noise and vibration: I during the holidays Rehabilitation of Building А Causing inconvenience 5 2 10 (ii) timely public notice of works – Library- (reading hall-1, and disrupting the archives -1, (iii) Providing builders with personal and learning process room for electronic library- appropriate protection means 1). Restrict work around the populated area from Rehabilitation of Building В Noise disturbing nearby 5 2 10 7:00 am to 5:00 pm. Try to minimize the noise –Education Building - (2 residents level. floors: auditoriums-14, cabinets 10, toilet facilities-4) (i) Rehabilitation works will be planned during the Dust and Emissions of holidays Rehabilitation of Building С Volatile Organic 5 2 10 (ii) timely public notice of work – Education Building (2 Compounds and (iii) Providing builders with personal protective floors: auditoriums -16 Diluents: Effects to equipment (respirators) cabinets -6 Workers and Students toilet facilities -4) Health
Impact on the health of (i) Timely disposal of construction waste workers and students 5 2 10 (i) Rehabilitation works will be planned Noise and vibration: I during the holidays Rehabilitation of heating Causing inconvenience 5 2 10 (ii) timely public notice of works system and disrupting the (iii) Providing builders with personal and learning process appropriate protection means Rehabilitation of water Restrict work around the populated area from supply and sewage network Noise disturbing nearby 7:00 am to 5:00 pm. Try to minimize the noise residents 5 2 10 level. 59
Type of construction Issues to be Probability that the Effects Risk Environmental Management Measures works considered site and sensitive for the site and assessment: recipients will have sensitive (Effects any impact recipients to be x Probability) impacted Score Score (i) Rehabilitation works will be planned Dust and Emissions of during the holidays Volatile Organic 5 2 10 (ii) timely public notice of works Compounds and (iii) Providing builders with personal and Diluents: Effects to appropriate protection means Workers and Students Health
Fueling of fuel Ensure the existence of safety instructions for the from cars, main facility, and also verify that there are no bringing building 3 2 6 visible signs of fuel / oil filling. In case bottling materials and must always be available materials, traverse and taking out truck. construction debris Contractor’s schedule of maintenance of equipment must be available
Painting and completion of Noise Restrict work around the populated area from the structure 7:00 am to 5:00 pm. Try to minimize the noise 2 2 4 level. Regularly consult with residents
Gathering and waste Before preparing for the closure of the site, install disposal and use boxes for collection and appropriate 3 2 6 disposal of waste. For industrial waste, use industrial boxes.
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Risk assessment table
EFFECT
Catastrophic 5 Serious 3 Medium 2 Insignificant 1
Probable 5 25 15 10 5 PROBABILITY Possible 3 15 9 6 3
Unlikely 2 10 6 4 2
Rare 1 5 3 2 1
Risk: High: 15-25
Medium: 6-10
Law: 1-5
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VI. ORGANIZATIONAL MATTERS AND PERSONNEL
24. The contractor passed the audit of certification of the environmental management system and received a certificate that meets the requirements of ISO 14001: 2004.
25. For the implementation of the Environmental Protection Plan the management of the projects assigned responsible specialist, Mr. Sobirjonov A, which is responsible for:
• The compliance of the process of carrying out the rehabilitation works of the Project with environmental standards and requirements;
• Organization and coordination of investigation of accidents and handling of complaints;
• Daily registration of all issues related to environmental management at site;
• Preparation of monthly reports on environmental monitoring and submission to PAG.
26. The Project Manager is responsible for the development and implementation of all management systems, including the SSEMP.
Table 2. Responsibility of officials Nam, Phone Полномочия и Position Обязанности по отчету numbers ответственность Project Director Coordination and Report to Project Manager Esoev F. general control over and Company secretary Tel.:934404969 the system state Chief Engineer and Coordination and Report to Project Manager Sobirjonov А. safety Engineer general control over and Company secretary Tel.:904242539 the system state Technical Department Coordination and Report to Project Manager Beknazarov Sh. Engineer general control over and Company secretary Tel.: 937732444 the system state Safety Engineering Coordination and Report to Project Manager Halimov М. Tel.: Department general control over and Company secretary 907346800 the system state Contract Project Coordination and Report to Project Manager Esoev F. Manager general control over Tel.:934404969 the system state Contract administrator Coordination and Report to Project Manager Halimov М. Tel.: general control over 907346800 the system state Site Supervisor Coordination and Report to Project Manager Sobirjonov А. Tel.: general control over 904242539 the system state Environmental Coordination and Report to Project Manager Halimov М. Tel.: Specialist of the Site general control over environmental Manager 907346800 the system state
VII. MEASURES FOR ENVIRONMENTAL MANAGEMENT
7.1. General information 27. “Hamsafar” LLC will follow and comply with all national laws, Government decrees, Presidential decrees and Ministries provisions relating to environmental protection,
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62 pollution control, waste management and biodiversity protection. 28. In carrying out its construction activities, “Hamsafar” LLC will take all necessary precautions to minimize environmental disturbances in the sites and surroundings of the project and to prevent the spread of contaminants in creeks, water courses and groundwater.
29. “Hamsafar” LLC will use all necessary practical methods and devices, if any, to prevent, minimize emissions into the atmosphere and discharge air pollutants.
30. Construction waste management will be managed by the Contractor in accordance with Annex 1, in case of critical situations and accidents - in accordance with Annex 2, issues related to occupational health and health are reflected in Annex 3, Annex 4 will be used to implement the complaint mechanism, on issues related to air quality management - Appendix 5, for noise management, the Contractor uses Appendix 6.
31. Verification sheets will be used for environmental monitoring (Annex 7).
7.2. Health and safety 32. General safety measures for rehabilitation works in buildings on the roofs of the Institute include: Conscientious implementation of safety management rules under any circumstances at any time, adhering to the basic principle of "safety first!". The brigades and workers are responsible for their security and are bound by economic benefits; After receiving the task, before entering the work area, according to the table-along the necessary work site check and security measures. After that start work; Training of employees in accordance with safety regulations and expertise of relevant departments, passing the exam and having a working qualification and licensing; The various protective equipment used on the site must have a certificate and must pass a test before use. All construction electrical equipment must have a reliable grounding in accordance with the earthling standard; Construction machinery, electrical equipment, work at height, transport and lifting operations, and the safe use of electricity must strictly follow the safety rules of construction; The person in charge of ensuring the security system must conduct an on-site audit and stop the violation of safety regulations; Workers conducting voltage tests are required to wear insulated shoes, insulated gloves. Below the voltage points, an insulated pillow should be placed; All works above 2m height are considered high-level works. When carrying out all work at a height, it is necessary to install the scaffold in advance, use a lifting platform or other fall prevention measures; For work on the roof or other hazardous area, it is necessary to install a safety net or safety rails, or the employee must work with safety belts; Workers working at height during operation should always check safety belts. Working at height, you can not move without a belt; When working with electrical devices, a distribution box, a switching board and a welding machine, the guidelines for the safe use of electricity must be observed; Before using the tools, you need to check them, use the tools according to the instructions, the manual and its passport. Do not use tools with deformation, wear and tear; When using electric tools, its grounding must be in good condition; It is forbidden to place the wires of electrical tools, close to a hot object and being in a humid place; 63
Workers entering the workplace should wear a hard hat correctly, it is forbidden to wear a dress or go barefoot and bare during work, wear the necessary protective items; Loading and unloading of machinery and equipment must be carried out under the supervision of a qualified technician and in accordance with safety requirements.
33. The remaining questions on industrial hygiene and health are given in Annex 2.
7.3. Road Safety Management 34. Transport on the street Fayzali Said consists of private cars and public transport, as well as taxis, minibuses, trucks. The number of transport is small.
35. The contractor will observe the necessary precautions (speed limitation, working hours from 7 am to 5 pm), will monitor the exhaust gas content of its own vehicle fleet.
7.4. Managing the physical environment 7.4.1. Monitoring soil contamination and vegetation 36 The Contractor's personnel works in such a way as to avoid erosion and contamination of the soil and avoid settling down, as well as contamination of the water chutes and irrigation canals;
37. All measures to protect soil erosion and contamination will be carried out in accordance with the contract and the instruction of the Engineer;
38. Vegetation will immediately be restored in the territory of the college and the center if it is damaged.
7.4.2. Pollution by hazardous chemicals 39. In order to avoid or to reduce the negative impact on the environment associated with the storage of hazardous chemicals, the Specific Environmental Management Plan provides for the following: • The contractor will not use materials that pose a threat to human health, animals and vegetation in the performance of rehabilitation work; • The contractor guarantees that all fuels and chemicals will be stored in sealed containers in special storage facilities, away from any watercourse; • The Contractor agrees that all equipment will be protected from unauthorized intervention and reliably locked when not in use; • The Contractor guarantees that the contents of all containers (tank, barrel, dishes) will be clearly marked. Measures will be taken to protect the soil from pollution.
40. The journal for the inventory of materials will include such data as a trademark, properties and characteristics (chemical composition, information on the threat).
7.4.3. Waste management
41. The waste (garbage) management will be carried out in accordance with the requirements of the EMP. The construction waste management plan is given in Appendix 1 and periodically, throughout the project, will be checked and updated.
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7.4.4. Air quality
42. During the rehabilitation of the Institute's buildings, it is necessary to minimize the amount of dust on the territory of educational institution. Therefore, the Contractor will take all necessary measures to minimize the formation of dust - Annex 5.
7.4.5. Water resources impact control
43. There are no water bodies in the project impact zone. Nevertheless, the Contractor will take all measures to prevent the discharge of dirty sinks and fuels and lubricants into water chutes and alleys.
44. Emissions of polluting liquids or other waste into sewers, waterways or groundwater shall not be permitted by the Contractor.
45. Small pieces of concrete resulting from ongoing construction activities that are contained in washing waters or residues of cement found in the wastewater when mixed, waste from mixing asphalt and concrete, or other production facilities or products, will not be released into water streams or sewerage without passing the appropriate system of settling ponds.
46. Storage of fuel, refueling and servicing of working machines / equipment and vehicles and. etc. will be carried out / carried out by the Contractor only at construction sites and in conditions that do not allow pouring spilled fuels into water bodies and water masses. Fuel storages, refueling fuel will be provided / equipped with appropriate protective measures to limit and preserve accidental spills. The discharge of water from fuel depots and maintenance points will not be permitted by the Contractor.
47. Cleaning of vehicles is prohibited in creeks / rivers, but only in areas / places specially designated and equipped.
48. The contractor will be responsible for the operation and maintenance of the integrated drainage system at the construction site.
49. The contractor will be responsible for maintaining the system in proper working order.
VIII. MONITORING AND REPORTING
50. The Contractor guarantees regular (daily, weekly, monthly) visual monitoring of the state of the environment in the Project's area of influence. If necessary, Contractor will organize instrumental monitoring of the state of atmospheric air, including the formation of dust. The Contractor shall submit the results of the monitoring to the monitoring engineer in an environmental monitoring report on a monthly base. 65
TABLE 3. ENVIRONMENTAL MANAGEMENT PLAN
CONSTRUCTION PERIOD Checking aspects Control activity / Details / Results Control method Frequency Responsible for monitoring
1. Soil and Water Maintain, repair and refuel vehicles and machinery in an offsite Technical inspection of daily Contractor Quality: garage/workshop: vehicles, visual checking of spillages a) Land, streams and Identify existing garages or workshops near the work sites with the groundwater may be capacity to service, repair and refuel vehicles and machinery used in polluted by spillage of oil or other toxic construction material used or stored Ensure waste management at chosen premises complies with law on site and good practice (eg clean-up of spills; no disposal of waste oil to land or drains, etc) Maintain, repair & refuel all vehicles/machines at chosen premises, not on site
Do not store oil, fuel or other toxic material at any construction sites:
Identify suitable premises for offsite storage of fuel, oil & other toxic materials Ensure storage at chosen premises complies with law and good practice Do not store any fuel, oil or other toxic materials at construction sites
b) Material dug from Construct trenches in short lengths to reduce the amount of dug soil Visually, photoreports Contractor trenches could pollute left on site nearby land and Observe network construction streams if silt is Re-fill trenches quickly so that material to be re-used is on the surface sites washed off mounds of for short time soil during rainfall Remove excess trench material to disposal sites soon after excavation
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Noise Ensure that the maximum and equivalent noise levels comply with Instrumental measurements Weekly Contractor sanitary regulations. Technical inspection of Ensure that there are no complaints about the noise level vehicles
Ensure that the maximum and equivalent noise levels comply with Checking the Journal of sanitary regulations (). Complaints
Ensure that there are no complaints about the noise level
Avoid using older vehicles and machines with excessive noise & exhaust emissions Perform visual and audial Maintain, service and repair all vehicles & machinery to manufacturers’ checks of vehicles and specification machinery every 3 months
Repair or replace any vehicles/machines with significant noise or exhaust gas Dust and volatile Ensure that the quality of air at construction sites is in line with Visually, photo reports, Weekly Contractor organic compounds sanitary norms and regulations Observe network construction
Ensure that there are no complaints about dust / volatile organic sites compounds and other pollutants Instrumental measurements if necessary
Checking the Journal of Complaints 67
Construction waste Deposit excavated spoil and other waste at local authority dumpsite; Registration of garbage Regularly Contractor and Waste leave material safe, so that it will not affect other users collection, agreements, acts, Management: photo reports Keep construction sites tidy and in a sanitary condition as far Inappropriate disposal as possible Check Contractor evidence of of waste from work sites can cause visual waste arrangements and chemicalpollution Confirm that solid construction waste is regularly emitted / and cause safety risks transferred to waste disposal sites Observe waste disposal at dumpsites Provide designated containers for deposition & storage of garbage at all sites Observe disposal of hazardous waste at dumpsite Do not allow waste burning on site, or waste disposal at unlicensed sites Health and Safety: Prepare and implement a Health & Safety (H&S) Plan covering all work Keep records of accidents; Contractor activity review periodically; amend All construction carries procedures if needed some risk to the Include in H&S Plan at least: no use of hazardous materials (eg. health/safety of asbestos, lead-based paint); use of hard hats & safety boots at all work workers; and to people who live or work sites; etc ) nearby Train site workers in appropriate H&S before work starts
Include in H&S a procedure for working in areas that may be contaminated with sewage, including leak prevention, clean-up, personal hygiene, etc
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IX. TRAINING ON ENVIRONMENTAL ISSUES
9.1. On-the-job training
51. All workers will undergo appropriate familiarization / training, in order to be aware of their duties, and also be competent to work on this Project.
52. Environmental requirements will be explained to all personnel during the period of acquaintance with the facility and on further training, during five-minute conversations. Trainings will be held on the following issues: o Environmental policy o Environmental goals and directions of the site o Basic understanding of their legal obligations. o Site contamination status and processes related to pollution control. o Understanding individual authority and responsibility. o Possible consequences of deviations from the rules. o Emergency procedures and response (eg fuel spill, cleaning) o Basic understanding of their legal obligations with regard to environmental protection.
53. Meetings will be organized on the following aspects: Meetings on the environment issues Safety issues meetings Consideration of complaints.
X. CONSIDERATION OF COMPLAINTS
53. Environmental conditions during construction are the responsibility of “Hamsafar” LLC.
54. According to the Contract, the Contractor for the management of risks of environmental damage provides third-party liability insurance.
55. In order to present a claim, the injured person provides detailed requirements to the contractor or the Capital Construction Administration of the MOLME as soon as possible after the incident.
56. The contractor / MOLME are required to notify the insurer, who will contact the applicant to investigate the causes, assess the damage and determine whether the claim is justified. If part or all of the claim is rejected, the Contractor or the MOLME will accept responsibility, or the applicant may take legal action.
57. The Contractor and the Capital Construction Department will maintain a separate register, accessible to the public, indicating the complaints received and the actions taken.
58. All complaints are recorded in the complaint log (Appendix 4).
59. The problems will be resolved as soon as possible and a member of the community will be informed of the measures taken.
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60. The register of complaints will be kept in the offices of the Contractor and includes the recording of all comments, demands and complaints to the Project.
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Limited Liability Company «Hamsafar»
Strengthening Technical and Vocational Education and Training Project in the Republic of Tajikistan
Annex 1. WASTE MANAGEMENT PLAN
Bokhtar, January-2017
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ABBREVIATION
РТ – Republic of Tajikistan WMP – Waste Management Plan PVC – Polyvinylchlorid PCBs – Polychlorinated biphenyls ES –Environmental Specialist WM – Waste Management
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I. INTRODUCTION
The main waste after the rehabilitation of the energy institute are: Asbestos -cement sheets after disassembly of the roofing of the Energy Institute, Dismantled old wooden structures (rafters and wall plates), Sub-standard brick, Waste of lime, alabaster and paints from the walls of the Energy Institute, Fats after the plaster, screed, putty and painting the walls and ceilings of the Energy Institute. Bags of cement and alabaster, as well as tin and polyethylene jars of water-based paint; Worn dismantled wires (aluminum and copper metals), as well as iron bars, tapes and fittings, etc.
When rehabilitating an energy institute building, the Contractor will not use building materials containing PCBs and PVC. Motor transport and construction equipment will be refueled (petrol and diesel fuel) and engine oils at private gas stations in Dushanbe.
On the territory of the facilities to be rehabilitated, the Contractor is prohibited from making preventive repairs of motor vehicles. Of the most dangerous components of building materials, alebaster will be used for repair work.
1.1. Goals of the WMP
The objectives of this WMP include the following: It is strictly forbidden to place pollutants or wastes on the ground or in water; Minimize the amount of waste generated during the rehabilitation period; Increase to the maximum the amount of recovered material for reuse or processing during the rehabilitation and operation period; All waste should be disposed of in accordance with national environmental legislation and guidelines; Ensure that no complaints are received regarding waste management during rehabilitation and operation.
The basic principles of waste management are: Waste prevention Reduction of waste generation Waste reuse
II. WMP MANAGEMENT
The Contract Manager is the project coordinator for the WMP and in essence, is responsible for providing the workers with the instruction, implementing and monitoring the WMP.
For this plan Mr. M.Khalimov, an environmental specialist (ES), is appointed as the Manager, and Mr. Beknazarov S., the head of the technical department, will monitor the efficiency and accuracy of the WMP implementation.
III. IMPLEMENTATION OF WMP
The first coordination meeting of the Project will be an example of the orientation of the discussion of the Concrete Waste Management Plan. 72
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The topics to be discussed are:
Waste Management Requirements Plan Overview of waste generation processes Dump sites / boxes Requirements for waste separation Discussion on the responsibility of the contractor and its subcontractors for implementing the plan Requirements for compliance with the necessary conditions Open discussion of proposals / comments on the effectiveness of the plan
The registration journal of waste management shall be approved monthly by the management of LLC "Hamsafar".
IV. PROCESSES FOR MANAGING WASTE MATERIALS
The produced waste material before being sent to the municipal landfill will be separated, and stored at a special site in the territory of the Energy Institute of Tajikistan. Waste materials must be protected from contamination by hazardous waste that can be stored for proper processing (if possible).
V. POTENTIALLY PRODUCED WASTE TYPES DURING THE PROJECT EXECUTION AND THEIR MANAGEMENT
Two types of waste for their impact can be produced during the implementation of this Project: a) Safe b) Dangerous
Safe construction waste includes the following: an empty rock, inert materials, concrete structures, non-ferrous metals, wooden structures, old rafters, glass that can be safely placed on a special site.
To ensure the appropriate quality of air burning of construction debris in the territory of the energy institute is strictly prohibited.
Hazardous waste 1 category (chemicals, paints and adhesives, fuel and oil, plastic concrete mixture) and 2 category (electronics / electrical equipment, PCBs, coolant) in the territory of the energy institute will not be used.
VI. CONTRACTOR ACTIVITIES FOR MANAGING CONSTRUCTION WASTE
6.1. Waste familiarization and training
All the Contractor's personnel associated with the rehabilitation of the energy institute are required to get familiarized with the Waste Management Plan. Training integrates the main aspects of the Waste Management Plan, as well as the personal responsibilities of the staff regarding management procedures.
6.2. Waste management accounting and monitoring
This section discusses the recording and monitoring requirements that will be implemented as part of this WMP.
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The information received after verification and monitoring will be kept by the Contractor to include corrective actions identified during the audit / audit process. This information will be provided to the appropriate regulatory authorities in accordance with the requirements. The contractor will store the following key entries:
Waste registration, including risky and hazardous materials. Copies of the relevant waste management licenses. Environmental education and awareness. Complaints and incidents. Detailed information on inspection and verification, including conclusions. Corrective actions.
6.3. Monitoring
В таблице 1. ниже приводится описание деятельности по мониторингу управления общими отходами
Таблица 1. План проверки УО и мониторинг – Общие отходы 6.3. Monitoring
Table 1 below describes the activities for monitoring the management of general waste
Table 1. WM verification plan and monitoring - General waste
Inspection activities and monitoring activities Frequency Examination of waste management activities and storage facilities to verify the effective processing, storage and reliable maintenance of waste Weekly in accordance with the project WMP Review of waste disposal records / transport receipts to confirm the use of licensed waste management facilities and transport contractors to ensure Weekly that the waste is properly collected, transported and disposed of Check the activities of the contractor for waste. Does it have the Weekly / appropriate licenses with requirements for the implementation of waste Monthly removal and recycling activities Check the training program for monitoring Weekly Overview of waste management, storage conditions, classification and Weekly/ provision of monitoring procedures in accordance with the hierarchy of Monthly resources and waste management.
Table 2 below describes the activities for monitoring liquid waste management
Table 2. Verification of the WMP and monitoring activities - liquid waste
Monitoring and control activities Frequency Check that any environmental incidents or accidents that have occurred When required are reported to the appropriate authorities in accordance with the requirements of the PCA Consider records on the disposal of liquid waste Weekly Consider the effectiveness of the waste control and monitoring process When required
VII. EMERGENCY SITUATIONS MANAGEMENT
Emergency management in response to possible spills of fuels and oils from transformers, switches and turbines, an incident involving waste and hazardous materials will be carried out 75 in accordance with the requirements set out in Annex 2 of this Specific Environmental Management Plan.
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ANNEX 2. PLAN FOR EMERGENCY SITUATIONS
I. INTRODUCTION
Rehabilitation work can be risky from time to time, because engineering staff and workers are working in risky conditions, where accidents can occur that can result from injury or loss of life. In addition, the security of the local population, students of the energy institute will be among the priorities. Therefore, a plan for critical situations is necessary.
II. CRITICAL SITUATIONS WHICH MUST BE MITIGATED
During the rehabilitation of the energy institute, the Contractor must know the possible dangerous cases and process risks that have a negative impact on the environment and the health of workers.
III. EMERGENCY MEASURES AND PROCEDURES
In the event of any emergency, the Project Director must contact and take appropriate measures
Potential cases What to do? Responsible bodies and persons
Fire • Immediately evacuate all personnel to a safe • Emergency services area. • Engineer responsible for the • Call the fire brigade 01 (Emergency Services), site neighbors, Site Manager or Project Manager • Project manager • Neighboring residents. Explosion • Immediately evacuate all personnel to a safe • Emergency services (for ex. blast accident). area. • Engineer responsible for the • Immediately call the Emergency Service, site neighbors, Site Manager or Project Manager • Project manager • Neighboring residents. A heavy rainfall with a • Immediately contact the adviser, • Engineer responsible for the hurricane and flooding environmental engineer, Hydrometeorological site are beyond the control Service of the region • Project manager of sedimentation and • Investigate the causes of the failure and • Engineer erosion on the site or prepare an accident report, including five-day insufficient control detailed precipitation data. measures for • Contact the Project Manager sedimentation. Breakdown of the • Block heavily draining water downstream of • Relevant authorities water channel and the spill. • Engineer responsible for the sewage pipes. • Contact the appropriate authorities as soon as site possible. • Project Manager Engineer • Local authorities should be informed of any spill that is likely to endanger the environment. Contact the neighboring residents. Accident at the • Disconnect the object immediately; • Relevant authorities construction site • Contact the appropriate authorities as soon as • Engineer responsible for the (electric shock, fall in possible. site the heights, collapse of • Local authorities should be informed of any • Project Manager Engineer the roof, etc.) spill that is likely to endanger the environment. • Contact with neighboring residents.
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IV. EMERGENCY CONTACTS
The following contact numbers indicate the contact persons and organizations that may be associated with the Project implementation:
Organization Responsible persons, name, phone numbers Emergency services, including Fire Command, First 01, 02, 03, 04 Aid and Police Nearest Medical Center in state-frm F. Said Bokhtar Kholov I., Tel.: 904242539 Site manager Esoev F., Tel.: 934404969 Bokhtar fire service Fayzlozoda A., Tel.: 900848185 Emergency water supply line of Bokhtar Safarov О., Tel.: 900150001 Emergency power line in Bokhtar Rahimov Kh., Tel.: 917832626 Head of the Department of Environmental Protection Jalilov А., Tel.: 905101212. of Bokhtar DIA of Bokhtar Khojazoda Amonkhuja., Tel.: 915022008 Electrical network of Bokhtar Odinaev F., Tel.: 909944932
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Annex 3. HEALTH AND SAFETY PLAN
I. INTRODUCTION
The contractor appoints qualified personnel who is responsible for environmental protection, will solve and coordinate health and safety problems with the Department of Health and Emergencies of the authorities of Bokhtar district of the Khatlon region.
Additional precautions will be observed to prevent the penetration and spread of diseases in educational institutions, and in the vicinity of the territories in question.
The Contractor will provide the following documents:
I) Agreement with the Department of Health of Bokhtar district (including the Emergency Department) for medical examination according to the plan and subsequent treatment, if necessary; II) Training plan for personnel on basic health and medical issues.
The Contractor assumes the following obligations:
Provision of personnel with overalls (protective clothing, gloves, shoes) and special protective equipment (helmet, goggles and protective headphones, etc.) in accordance with SNiP III 4-80; Constant provision of personnel with clean drinking water; Safe access of people to their homes and clear labeling of hazardous areas; The contractor organizes safe disposal of waste in the project's area of influence to prevent unsanitary conditions.
II. HEALTH PROTECTION MEASURES
The Contractor will take all necessary measures to protect health, including protection against sexually transmitted diseases (STIs) and HIV / AIDS, to ensure the safety and well-being of Contractor's personnel.
The contractor will provide security during the rehabilitation of energy institute in the following ways:
Protective fences Road signs Traveling roads Buffer railings of speed Speed Limit Warning signs
The contractor will not use materials that are hazardous to health, people, animals and vegetation.
The use of any toxic chemicals will be strictly carried out in accordance with the manufacturer's instructions.
When carrying out work with hazardous chemicals, the Contractor will provide protective clothing and equipment to performers or workers. 78
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The contractor will take all necessary measures to prevent unauthorized entry into the territory of people who are not employees of the project.
The contractor will immediately notify other government agencies of incidents and accidents that have resulted in death, severe bodily harm or may result in incapacitated persons for more than 3 days. Such notification may be verbal, but in any case a detailed written report will be prepared within 24 hours of the occurrence of the accident.
The Contractor will ensure and guarantee the use of appropriate safety equipment for all personnel. This equipment consists of:
protective helmets, goggles, hearing protection, safety belts and safety equipment for work at height, rescue equipment, fire extinguishers, facilities, fire fighting equipment, first aid.
The safety engineer must be experienced in all matters relating to health and safety and must be familiar with all relevant safety regulations and legislation. The safety manager has the right to receive instructions from the Project Manager on issues related to the health and safety of personnel in the project area.
The Contractor's Safety Engineer organizes appropriate courses and trainings on occupational health and safety for the Contractor's personnel during the first week of the personnel's stay at the facility.
III. COOPERATION WITH HEALTH ORGANS OF THE DISTRICT OF BOGHTAR OF THE KHATLON REGION
The contractor will conduct regular trainings with the help of representatives of local health authorities. The contractor will provide representatives of the local medical institution of the Bokhtar district of Khatlon region with vehicles for traveling to construction sites.
The confidentiality of HIV / STI / AIDS records will be strictly observed by the Contractor.
IV. OTHER PROTECTIVE MEASURES
In case of liquidation of the consequences of the accident and other incidents, in case of lack of electric power supply, the Contractor will have reserve energy supplies for the successful performance of emergency work at night.
The Contractor will provide the Project Manager with the contact phone number of the responsible person for compliance with safety during the termination period.
V. HEALTH AND SAFETY MONITORING
To educate staff and workers about health and safety, the Contractor will hold regular monthly meetings. Meetings will be held by the head of the Contractor's Engineers group with certain participants, consisting of a security manager of both teams and an environmental engineer of the Contractor.
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Complaints, proposals, problems, limitations and shortcomings will be considered and discussed during these meetings.
An employee who will be responsible for the implementation of the Health and Safety Plan for the entire project is the chief engineer, Mr. Halimov M.
Safety signs and protective measures:
1) Protective guardrail of mobile type 2) Fencing of stationary type 3) Separation grid 4) Roof for holes 5) Separation grid from the source of electricity 6) Warehouse storage of gas 7) Warehouse of compressor and winch 8) Recreation facility 9) Rental for propaganda 10) Safety warning signs 11) Safety sign 12) The Forbidden Sign 13) Warning signs 14) Indicative signs
Annex 4.
VI. PLAN FOR THE CONSIDERATION OF COMPLAINTS
INTRODUCTION
The implementation of the project (the course of rehabilitation) adversely affects the social and environment and thus causes discontent among the local population. In order to provide direct communication with residents, it is necessary to keep a log of complaints in a timely manner. The contractor will establish a complaint mechanism that will function throughout the course of the rehabilitation.
The complaint log is located in the Contractor's office in the district of Bokhtar. The contractor will have to accept complaints that relate to environmental protection in the project area. The complaints received should be included in the environmental and social monitoring report, and submitted to the Project Manager / ADB for consideration.
I. THE FOLLOWING MEASURES FOR COMPLAINTS ELIMINATION:
Complaints are accepted (in writing or by phone), and a complaint is registered in the log, a certificate is issued where the number and date are indicated. Responsible for the project: Communications Manager or Engineer will review complaints; The Contractor is obliged to report the complaints to the Project Engineer; The work of the Contractor involves complaints that require the adoption of certain actions or measures. In case of insufficient actions on the part of the Contractor, the complainants can apply to the local authorities to the authorities.
II. COMPLAINTS MUST BE RECORDED AS FOLLOWS:
1) the full name of the visitor; 2) Time / date of complaints received; 3) A detailed statement of the nature of the complaint in writing; 4) Specify the closure of the issue of complaints within a certain period.
Complaints registration log Date/ Who will complain/ Descripti Investigation/Mitigatio Status of № location Date of complain and on of the n measures problem contacting with complian solving complainant t
The Contractor encourages all workers to participate in the affairs of workers' health, occupational safety and environmental protection. - at will participate in the understanding of sources of danger, risk assessment and preparation of security measures; - take part in drawing up a management plan for the health and safety of the profession and the expected changes in factors affecting the health and safety of the profession. 3) at will to participate in clarifying the circumstances, the assumed emerged emergency situations at the site.
The scheme of the record and the sample of the complaint log are given below.
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Table 1. Compliant structure /record
Actions in
response
to the
complaint
received and the
Date Time date of
Notification Notification submitted submitted resolution
Compliants No Compliants
Main complaints complaints Main
Complainant data Complainant of the
Contact information information Contact
How the compliant was was compliant How the complaint Yes No 1
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Annex 5. DUST CONTROL PLAN
1. INTRODUCTION Dust is one of the main sources of environmental pollution during rehabilitation. This is due to the dismantling of old structures of the institute roof, where for many years a significant amount of fine dust fraction accumulated. And also when removing old plaster, screeds and paints from the walls and ceilings of the energy institute. Long inhalation of dust can cause allergies and respiratory problems. Such negative consequences can be mitigated by exhausting dusty air in special sedimentation tanks. To eliminate the causes of dust formation, the Contractor will strictly follow the dust suppression measures.
II. ACTIONS AND MEASURES FOR MITIGATION OF DUST GENERATION AND EMISSION
The contractor must take all reasonable measures to manage and control the dustiness of the air, smoke and vapors generated during welding, grinding and dismantling of the old roof the energy institute and preparing walls, ceilings of the energy institute for applying a new layer of screed, whitening and painting. For non-organized emissions (emissions) from emission sources, the Contractor undertakes to provide dust-collecting devices and dust suppression with water. Bulk material imports will be taken into account during transportation. All cars used to transport construction materials will be covered with tarpaulin canvas or other acceptable type of cover. The Contractor is responsible for any damage caused by the harmful effects of dust arising in the course of its activities, including damage to public roads, travel or other places. Dust emissions to the atmosphere will not be allowed during the production, processing and storage of cement and concrete fillers. The contractor will use such methods and equipment as are necessary to prevent or collect and remove dust during work. Concrete installations and installations for the preparation of hot asphalt-concrete mixtures or other production facilities should be located at a distance of at least 500 m from the nearest settlements. Places of occurrence of emissions will be provided by pollution control devices in accordance with the current legislation of the Government on emission control. Efficient use of water to soften roads, alleys, sports grounds and inside the building.
In addition, to reduce the formation of dust, all access roads, as well as roads for project maintenance, will be regularly watered. Environmental Specialist of the construction site, Mr. Halimov M. will be responsible for instructing workers and drivers on matters relating to dust.
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Annex 6. NOISE MANAGEMENT PLAN AND COMPLAINT HANDLING I. INTRODUCTION
1.1. Objectives The purpose of the EMP is to control the noise level in the project area of influence and to minimize the noise level during the rehabilitation period of the Energy Institute of Tajikistan. If it is necessary to limit the operation of noise-producing equipment at night and in particularly sensitive areas (schools, lyceums, colleges and residential areas).
1.2. Coverage The main source of noise before the project begins is road transport, etc. During the project implementation, the noise sources will also be the Contractor's vehicles and technological equipment for repairs (a perforator, an electric drill, an electric hammer, a jackhammer, etc.).
II. MANAGEMENT
2.1. Responsibility
Responsible for the management of noise it is appointed site Project Manager, responsible for noise monitoring, the head of the site Mr. Sobirjonov A.
III. BUILDING STANDARD PRACTICES
3.1. Special project limitations
Work next to sensitive receptors should be limited to a minimum in time. Construction and dismantling and installation work will be strictly prohibited during the period of studies of students and students and in residential areas. When working near sensitive areas, the Contractor undertakes to limit the time from 8.00. up to 18.00.
IV. LEGISLATION AND STANDARDS Admissible noise levels in Tajikistan are established by the Ministry of Health of the Republic of Tajikistan. The current standards are (GOST 31273-2003):
Zone category Standards, maximally admissible levels (GOST 31273-2003) (max.), dBa Residential area 45-55 Commercial area 75-75 Industrial area 80-80 Hospitals 40-50 Schools, Libraries 55-55
V. MITIGATION MEASURES AND CONTROL Measures to mitigate and prevent noise exposure include the following: The content of noise sources (vehicles and machinery) in good technical condition. Regular maintenance and timely prevention; Work near sensitive receptors should be kept to a minimum in time. Construction and dismantling and installation work will be strictly prohibited from 22 hours to 6 hours in residential areas. When working near sensitive areas, the contractor undertakes to limit the time from 8.00. to 6 pm; 84
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In the event of damage caused by the activities of the Contractor, the owners of the structures will be fully compensated.
Thus, the Contractor will implement the following additional measures to prevent noise pollution: 1. The period of work on national holidays will be limited; 3. The Contractor's construction equipment will comply with international safety standards with an effective silencer system. To maintain the equipment in good quality and within the acceptable noise level, regular maintenance will be carried out; 4. The contractor guarantees to plan the work in such a way as to minimize the simultaneous use of too much heavy and noisy equipment in the immediate vicinity of residential and other sensitive areas; 5. Construction noise in residential areas will be limited to 55 dBA in the daytime and 45 dBA at night. The noise level in such sensitive areas as hospitals will be limited to 40-50 dBA.
VI. NOISE MONITORING
The specialist responsible for monitoring noise is a specialist environmentalist, Ms. Surieva H.
An agreement to measure noise will be concluded with an independent analytical laboratory in Dushanbe (the Agency for Hydrometeorology of the CEP).
VII. HANDLING WITH COMPLAINTS The goal of this project is to reduce noise complaints to zero. To achieve this, the potential noise impact of each reconstruction task will be assessed and control measures to be implemented, as described above, in order to minimize the impact of noise on receivers. When a complaint is made about noise, steps will be taken in accordance with the Complaints Mechanism developed for this project.
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Limited Liability Company «Hamsafar»
Strengthening Technical and Vocational Education and Training Project in the Republic of Tajikistan
Annex 7. CHECKLISTS FOR MONITORING
Responsible persons, who will daily check the state of the environment in the area of influence of the Project on relevant aspects of environmental protection. The results of the inspections will be reflected in Table No. 1.
Table 1. Results of monitoring checks.
Taken Date of check violation Performer Results measures
Weekly checks will be reflected in the Checklist below:
Weekly checklist on environmental monitoring
MONITORING AND INSPECTION OF THE IMPLEMENTATION OF MITIGATION MEASURES PROVIDED IN EMP Project Implementing agency
Supervision consultant
Inspection Object Contractor
Subcontractor
Weather conditions Name and position of the inspector
Signature :
Date of inspection :
Construction Mitigation measure (EMP) (see SSEMP) Implementin Effectivenes The need for corrective The status of the previous activity g of s of the actions, including the corrective action plan measures event * timing of the adjustment. (Executed / not Yes/No from 1 to 5 performed, actions required)
* Test of ranking of effectiveness of mitigation measures Very good – 1; good – 2; satisfactorily – 3; Bad – 4; very bad – 5.
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1
Due Diligence Report for Social and Environmental Safeguards
Project number: 46535-001
Grant 0452/0453/Loan 3309
Date: August 2017
TAJ: Strengthening Technical and Vocational Education and Training
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2
The Due Diligence Report for Social and Environmental Safeguards is a document of the borrower. The views expressed herein do not necessarily represent those of ADB’s Board of Directors, Management, or staff, and may be preliminary in nature.
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CONTENTS
I. INTRODUCTION ...... 4 1.1. Justification for the Project...... 4 1.2. Benefits of the proposed works to Bokhtar Energy Institute ...... 4 1.3. Objectives of the Environmental and Social Due Diligence ...... 5 II. ENVIRONMENTAL AND SOCIAL DUE DILIGENCE ...... 5 2.1. Methodology ...... 5 2.2. Public Consultations and Disclosure ...... 5 2.3. Description of the proposed additional works ...... 6 III. KEY FINDINGS: ...... 6 3.1. General ...... 6 3.2. Social impact ...... 7 3.3. Environmental aspects ...... 7 IV. GRIEVANCE REDRESS MECHANISM ...... 9 V. CONCLUSIONS AND RECOMMENDATIONS ...... 9
Appendix 1. Minutes of consultation 11
Appendix 2. Proposed scope of additional works 12
Appendix 3. Site photos for proposed additional works 29
Appendix 4. Design drawing of the water supply borehole 31
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4
Abbreviations and Acronyms
ADB Asian Development Bank
DDR Due Diligence report
EMP Environmental Management Plan
ERP Emergency Response Plan
GoT Government of Tajikistan
IEE Initial Environmental Examination
Km Kilometer
MOLME Ministry of Labor, Migration and Employment
PAG Project administration group
SSEMP Site Specific Environmental Management Plan
TMP Traffic Management Plan
TVET Strengthening Technical and Vocational Education and Training Project
WMP Waste Management Plan 5
I. INTRODUCTION
1.1. Justification for the Project.
1. The Republic of Tajikistan has received Grant 0452/53/Loan 3309 from the Asian Development Bank (ADB) for implementing Strengthening Technical and Vocational Education and Training Project (the Project). The Project supports the expansion of quality training of unskilled youth and adults to prepare them for skilled employment in Tajikistan and abroad through upgrading of the public TVET system. The upgraded system will train and empower individuals to move from unemployment and underemployment into higher-paying jobs, alleviating poverty by strengthening the livelihood opportunities of trainees and their families and increasing their ability to participate in national economic development.
2. The civil works funded under the Project comprise upgrading of the existing educational facilities at Government technical and vocational education and training (TVET) lyceums schools and adult learning centers. In total, the project covers 29 facilities in 23 districts and cities of Tajikistan, including Bokhtar district.
3. Under this project Ministry of Labor, Migration and Employment of the RT signed a contract «MOLME/TVET/NCB-CW10» with LLC “Hamsafar” for rehabilitation works of Bokhtar Energy Institute. Period of contract was from December 27, 2016 to June 27,2017. But since during contract implementation unforeseen works raised the Ministry of Labor, Migration and Employment of the RT has requested the ADB an amendment of the contract to include additional scope of works to cover much needed upgrading of rehabilitated buildings of the Bokhtar Energy Institute, including on water supply and sewerage, arrangement of heating network. Based on aforesaid it was signed Amendment #1 to contract «MOLME/TVET/NCB- CW10» on July 18, 2017.
1.2. Benefits of the proposed works to Bokhtar Energy Institute
4. The only drinking water borehole in the Bokhtar Energy Institute is constructed back in the Soviet Era and rehabilitated in 2016 by the Government. However, because the groundwater in Khatlon, and particularly, the Bokhtar district are featured with high mineralization level and poor quality (brackish water), the water from the rehabilitated 39 meter deep borehole is not suitable for drinking1.
5. High mineralization also causes frequent lime-scale in the water distribution network. It was also not suitable to use the water from the existing borehole for the newly rehabilitated heating system of the Energy Institute, loosening the impact of the investments made to rehabilitate the infrastructure.
6. It is expected that proposed works are of vital importance and economically viable for number of reasons. They will improve the learning and living conditions of the students, ensure access to fresh and safe drinking water and proper sanitary facilities. Some positive benefits of the additional works include the following:
1 The last water quality test conducted for the borehole and dated 1987 suggests that the mineralization of the water at source is twice as much higher against the government set standards 5
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• Reliable water supply and proper sewerage will contribute to improved sanitary conditions of the Institute and its students living in the dormitories;
• Heating network and solar panel will provide access to green energy, promote energy efficiency and contribute to favorable environment for beneficiaries and also reduce the cost and pressure on energy network in Bokhtar district;
• Improved buildings will decrease the level of potential diseases caused by poor water quality, lack of heating in winter season and lack of adequate sanitation facilities.
1.3. Objectives of the Environmental and Social Due Diligence
7. The Environmental and Social Due Diligence Report has been prepared for the above- mentioned additional works (water supply, sewerage and heating network) in compliance with the ADB Safeguard Policy Statement (2009) requiring due diligence to be carried out in case of changes in the project design or necessitated additional works occurred at the implementation stage.
8. This report has been prepared by the Ministry of Labor, Migration and Employment of the Republic of Tajikistan (MOLME) and describes the findings of the initial environmental and social studies on the subproject.
II. ENVIRONMENTAL AND SOCIAL DUE DILIGENCE
2.1. Methodology
9. The Environmental Safeguard Due-diligence study was carried out for the project on the basis of screening of ADB prohibited list, site visit observations and understanding project scope based on information and documents provided by sub-project implementing agency. The project has been screened against ADB prohibited list and was reviewed through ESMS and GOB compliance measures.
10. The due diligence process included desk review of the existing project and sub-project related documents, technical details, i.e. review of the available safeguards documents (IEE, EMP, SSEMP, environmental monitoring reports) and the description of the additional works and their quantities.
11. The desk review then followed by the field visit to confirm the scope, the status and to assess potential environmental and social impact of the proposed additional works. As part of the field visit the following tasks were implemented:
o Consultation with relevant MOLME staff; o Consultations with Contractor; o Consultations with beneficiaries in Energy Institute of Bokhtar district; o Field researches of the area (in July-August 2017) and o Compiling the draft Due Diligence Report.
2.2. Public Consultations and Disclosure
12. Consultations with representatives of Energy Institute (administration, lecturers, students) and MOLME have been conducted during feasibility study of the sub-project additional works 7
as well as for preparation of this due diligence report. Discussions were held about impact of this sub-project on local communities, their livelihoods, access to resources and other issues relevant to wider range of stakeholders of the sub- project/proposed works for buildings upgrading.
13. The information on the additional works has been disclosed to the Energy Institute staff, Personnel of Contractor, Supervision Consultant and PAG also participated in the meeting. The meeting was held on 8 August 2017, in the building of Energy Institute. Environmental specialist of SC Ms.Rangina Nazrieva explained social and environmental impacts of the proposed additional works and mitigation/prevention measures, which have to be followed during the civil works. More detailed information on conducted consultations is given in Appendix 1 of this DDR.
2.3. Description of the proposed additional works
12. The proposed additional interventions were divided into 2 groups: I. Additional interior works in three buildings of the Institute (A, B, C);
II. Works to be carried out in the buildings A, B, C: - Heating network; - Water supply and drainage; - Installation of a 10 kWt Single-Crystal Solar Panel; - Drilling of a single operating borehole; - Power supply of the well pump; - Installation of the submersible ECW 8-25-100 type pump; - Building of the pumping station; - Processing part, Water tower; - Water tank (25 m3)
14. Detailed scope of proposed changes is given in the Appendix 2 to this report (in Table 1 of the Appendix 2 it is provided the list of works to be excluded from the Contract, and in Table 2 of the Appendix #2 it is provided the list of works to be included to the Contract).
15. The Figure 1 below shows location of the proposed additional works.
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Borehole Water tower
Figure 1. Boundaries of the Bokhtar Energy Institute area, location of buildings A,B, C where additional upgrading works were proposed, borehole and water pressure tower
III. KEY FINDINGS: 3.1. General 16. The proposed additional works are not included in the ADB prohibited list. It is also in compliance with the requirements under ESMS.
17. The results of the field visit and the desk review/study suggests that the impact of this sub- project does not incur any significant negative environmental impact nor social/LAR/IR impact.
18. The existing EMP/SSEMP (with WMP, HSF, ERP, TMP and other Annexes) with the mitigation measures to be updated, can cover all possible environment issues;
19. The proposed additional scope of works will not have adverse social and/or LAR impact, because the sub-project is an existing facility with the infrastructure/premises built on the allocated land plot in Soviet era.
3.2. Social impact
20. The due diligence conducted from 7 to 10 of August 2017 on all proposed additional work sites in the Enеrgy Institute in Bokhtar district confirms that the proposed project is going to have no LAR impacts. The additional works are to be implemented within the boundaries and on the land plot of the Bokhtar Energy Institute. Bokhtar Energy institute is the landowner of the plot on which the sub-project works are envisaged to be carried out, with the land allocated to it in the Soviet time. The Institute territory is fenced and all the works will be carried out within the fenced territory of the institute.
21. The Energy Institute does not have people legally or illegally occupying the land, the buildings or running a business. Hence, the additional works will not cause any LAR and/or economic displacement of people, nor will it raise any social safeguard concerns during the project implementation.
22. The ethnic groups residing within the Bokhtar district include Tajiks, Uzbeks and few others such as Russians, Tatars etc. However, the Constitution of the Republic of Tajikistan provides for equal rights and opportunities for all the citizens. Thus, the ADB’s Indigenous Peoples Safeguard requirement is not triggered.
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3.3. Environmental Aspects
23. Impacts of additional interior works in three buildings of the Institute (A, B, C) mostly relate to dismantling works and would be associated with pollution from wastes, noise, dust, and air pollution, health hazards and labor safety issues, etc., due to civil works.
24. The most common potential negative impacts from these activities and their significance can be summarized as follows:
(a) Dust, air pollution and noise. These are the most common environmental effects during the civil works that depend on the scale of construction activities and types of facilities to be constructed or renovated. For activities on Group A it is not a significant issue.
(b) Waste handling and spill response: construction activities will also generate solid and liquid wastes including drywall, machine oil, paints, and solvents. Minor spills of fuel and other materials are likely to occur during the course of rehabilitation activities. Improper handling of on-site wastes and response to spills could result in adverse effects on the local environment including groundwater.
(c) Asbestos: no asbestos should be used as an insulation material and/or roofing material (asbestos-cement sheets). Dismantling and disposal of asbestos-cement sheets will be done as described in EMP/IEE prepared for TVET project.
(d) Labor and safety impacts: during the civil works in case if workers do not follow necessary safety rules, they might be subject to various accidents.
(e) Health impacts associated with indoor construction activities in the case of the usage of noxious/toxic solvents and glues and of lead-based paints.
(f) Wastewaters resulting from inadequate implementation of sanitation activities.
25. The potential impacts associated with the above-cited works can be easily mitigated by ensuring that all civil works will be designed and operated in accordance with environmentally sound engineering practices and governed by the applicable environmental standards of the Tajikistan.
26. Drilling of borehole. The borehole site is located within the boundaries of the institute and is a new borehole. The special water use permit is obtained and concurred with the Main Geology Department, SES and other bodies. The source will not cause any conflict in abstracting raw water.
27. The borehole site is located in the far end of the Institute’s territory, will be fenced to ensure Sanitary Protection Zone to comply with the national legislation and avoid water pollution (Appendix 4).
28. The water borehole in the opposite will have positive impact on the locals, such as students, including female students by providing access to safe and adequate drinking water, which currently a challenge in the location.
29. It is proposed to drill the borehole at some 80-100meters depth, and water quality test will be carried out with samples sent to SES in Kurgan-Tube to exclude excessive pathogens, bacteria and mineral constituents.
30. It is planned that the water will be pumped by ECV 8-25-100 type pump, will be treated in the chlorination facility, and go to the 25m3 water tower, and then distributed to the network treated and safe. The Water Quality Tests will be regularly conducted to ensure adequate water quality during operation of the system. National legal requirements in the area of centralized drinking water supply will be compliant with and results included into the monitoring reports submitted to the bank. 9
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31. The borehole is expected to be used for domestic purposes only and the Special Water Use permit stipulates the water abstraction volumes. This will prevent excessive water abstraction/over- pumping.
32. The water will be pumped to the water tower that is designed to make a close 25m3 metallic water tank erected on the metallic support/frame work. The tank will have a service hatch allowing for regular cleaning.
33. The works will only entail replacement of the existing sewage distribution pipeline, connecting to the sewage main and rehabilitation of the deteriorated manholes. It will not increase production of sewage beyond the planned capacity of the sewage infrastructure of the Bokhtar Institute.
34. The water will be treated by chlorination facility. Chlorine residual among other tests will be regularly tested and this will be ensured by contracting district SES. Water Quality Tests results will be maintained in the Institute along with the data on chlorine residual
35. The ECV-8-25-100 type pump is planned to be confined within the pumping station building to prevent excessive noise and nuisances. The area will be fenced and adequately protected.
36. Installation of solar panel includes earth works for foundations. The impacts can be easily mitigated in frame of existing EMP/SSEMP developed for this project and relates more to occupational health and safety issues.
37. No impact on flora and fauna in this area is expected from the proposed additional civil works.
38. Toxic materials impacts. There are workers health risks related to fuel and other chemicals use during construction. Best construction practices should be implemented.
39. Air quality. Emissions from the tracks transporting construction materials for construction works and wastes to the landfill. The impacts can be easily mitigated in frame of existing EMP/SSEMP developed for this project.
40. Noise from vehicles transporting construction materials is not a significant concern in the area because the Institute is located on the edge of the settlement and the trucks entering only the yard of the Institute. Noise mitigation measures are included in the environmental management plan to ensure construction and operational vibration does not escalate to unacceptable levels.
41. Vibration is expected mainly from drilling of borehole vibration. Mitigation measures are included in the environmental management plan to ensure construction and operational vibration does not escalate to unacceptable levels.
42. Soil contamination is not a concern in the area of Energy Institute and soil contamination should not be a problem during construction or operation stages. Mitigation measures are included in the environmental management plan to control any residual effects (spills, cement usage).
43. Solid waste disposal in construction or operation will be controlled by mitigation measures included in the environmental management plan.
44. Water pollution is not a significant concern in the area of proposed water supply and sewage works. Additional mitigation measures can be included to the updated Site-specific Environmental Management Plan (SSEMP) to control any residual effects.
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IV. GRIEVANCE REDRESS MECHANISM
45. Earlier in the project a Grievance Redress Group (GRG) was established in compliance with the ADB's Safeguard Policy Statement (2009). The GRG member in charge shall visit the site regularly to meet he local residents, and the local residents can contact him/her by mobile communication in case of any appeals, requests or claims. No claim has been registered so far in the Grievance Log maintained on site by the local contractor. The field visit checked the log and found it up-to-date reflecting no complaint or grievance raised on site.
46. The GRG member on Bokhtar Energy Institute is Mr. Kamoliddinov A. The contact numbers are (+992) 93 414 60 07.
47. Consultations will continue throughout construction phase as per the Project’s Communications Plan. Records including reports on environmental and social complaints and grievances will be kept in a simple database in the PAG office.
V. CONCLUSIONS AND RECOMMENDATIONS
48. The proposed additional works will be carried within an existing area of Bokhtar Energy Institute that does not create any impact beyond those that were already anticipated. The impact on the environment during the construction on the site will not be significant and will have temporary and reversible nature.
49. The EMP (2016) and the SSEMP and monitoring plan developed in 2017 for TVET project will remain effective and will continue to be monitored until the Project is completed. The two streams of environmental management namely: (i) control over the contamination sources, and (ii) protection of receptors will remain in place for the duration of the project. The accepted EMP/SSEMP and mitigation measures should be effective to control all expected impacts but adjustments will be made if any unexpected impacts occur during the construction period to minimize the impact on the environment.
50. SSEMP should be updated and include additional mitigation measures, especially on sewage and water supply works, drilling of borehole.
51. To ensure avoiding or mitigation of health hazards arising from inadequate design of facilities for receiving, storing, and handling of chlorine and other hazardous chemicals, The chlorination facility should use the chlorine, which is considered as low-hazardous substance.
52. During execution of additional works, especially on drilling of boreholes, the Contractor will take all measures to mitigate the possible adverse effects and the Consultant in turn will run strict monitoring of the Contractor`s activity and timely undertaking of mitigation measures in line with the accepted EMP/SSEMP. PAG specialists will periodically visit the site during the construction active phase of additional works to monitor the environmental impacts and check on the implementation of the EMP/SSEMP.
53. The project will not create any additional impacts on cultural or heritage sites. The proposed additional works will not create conflicts with natural resource allocation.
54. The construction impacts should be very predictable and manageable and with appropriate mitigation few residual impacts are likely. Implementation of appropriate measures during the design, construction, and operation phases will minimize negative impacts to acceptable levels.
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55. To ensure that these mitigation measures are implemented and negative impacts avoided, the measures have already been included in the contract specification. Environmental monitoring of the project will continue to be undertaken regularly through the construction to ensure that the measures are being implemented properly.
56. The proposed additional works will not entail acquisition of land, involuntary resettlement, physical and/or economic displacement. The site is an existing facility with the land plot allocated to the Bokhtar Energy Institute back in the Soviet time and no additional land is required.
57. There is no privately owned businesses within the Bokhtar Institute, the site itself is located aside from the residential area allowing for avoidance of temporary or permanent impact on the communities and individual residents.
58. There are no Indigenous People in the area, hence no Indigenous Peoples requirements of the ADB’s Safeguard Policy Statement (2009) is triggered.
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Appendix 1. Minutes of consultation
Date_8, August, 2017 Place: Bokhtar district, building of Energy institute
During the meeting participants were made aware of the proposed project additional works and their intended scope. Construction impacts in these works on upgrading repair in three buildings of the Energy Institute, drilling of borehole, laying of pipes for sewage and their connection to existing facilities, installation of solar panel and water pressure tower would be generation of noise and dust from civil works, potential occupational health and safety issues, which are temporary and of short duration. Qualitatively, the beneficial impacts from the additional works will outweigh the temporary disturbance during construction and improve sanitary status of the area and better environment for the beneficiaries. Nonetheless, these impacts will be considered in the updated Site-Specific Environmental Management plan including the mitigation measures such as in construction work schedule, spraying of water to minimize dust, health and safety trainings etc.
Participants of the consultation on environmental and social aspects of the proposed additional works
List of attendands
No Name Position
1 Nazarzoda Kh. Rector of the Energy Institute in Bokhtar district
2 Kamolotdinov A. Engineer of the Energy Institute in Bokhtar district
3 Muhabbatov Kh. Head of administrative department of Energy Institute in Bokhtar district
4 Samadov R. Clean Energy Engineer-technician of PAG of MOLME
5 Esoev F. Director of the construction company “Hamsafar”
6 Shamsulloev A. Clean Energy Engineer-technician of PAG of MOLME
7 Sobirjonov A. Engineer of the construction company “Hamsafar”
8 Halimov M. Environmental specialist of construction company “Hamsafar”
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9. Nazrieva R. Environmental specialist of SC GOPA&CAICO
10 Safarov M. Representative of PAG of MOLME
11 Nasriddinov O. PAG of MOLME
12 Zuvaidulloev F. Deputy Rector of Energy Institute in Bokhtar district
13 Nazrulloev B. Lecturer of Energy Institute in Bokhtar district
14 Kurbonova R. Lecturer of Energy Institute in Bokhtar district
Grievance log book
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Appendix 2. Proposed scope of additional works
Unit of Ref Activities/description Quantity measure
List of works to be excluded from the Contractor’s cost estimates, Table #1
Bill of quantities for Building A - Library
Dismantling
1 Disassembly of wooden window units 100 m2 0,754
2 Disassembly of the coating of roofs off corrugated and semi 100 m2 6,79 corrugated asbestos-cement sheet
Window and door openings
3 Installation of EURO window units, 3 x 2 segment (2 m x 1, 100 m2 0,4437 8 m) double glazing
4 Installation of EURO window units, 2 x 2 segment (1,2 m x 100 m2 0,0438 1, 8 m) double glazing
5 Internal installation of window boards made of PVC 100 m 0,42
6 Installing of Euro doors for bathrooms, single 0, 8х 2,0 m 100 m2 0,032
Electrical part
7 Installation of the switchgear for floor execution (5 -10A and p. 5 -100A) recessing out, powered by two elbows ВРУЗ-24 2,00 УХЛ4
Internal finishing
8 Facing of walls with ceramic glazed tiles 100 m2 0,558
Flooring
9 Laying of laminate coating on a ready basis 100 m2 0,093
Plumbing fittings
10 Installation of washbasin
11 Installation of faucets for washbasin 10 p. 0,2
12 Installing of toilet bowl
External finishing
13 Plaster repair of smooth masonry and concrete facades on 100 m2 4,47 land and lumber using cement-lime mortar
Roofing
14 Installation of rafters 1 m3 2,85 17
15 Styling runs from boards 1 m3 1,93
16 Installation of wooden roof elements 1 m3 2,94
17 Arranging of roof lathing 100 m2 6,79
18 Roof insulation by foamed keramzit gravel, thickness is 200 1 m3 82,64 mm (413, 2 m2)
19 Arranging of medium complexity roofs made of metal profile 100 m2 6,563
20 Arranging of binding visors from Alukapon sheets 100 m2 0,564
21 Arranging of plastic trays 100 m 1,11
22 Installing of drain pipes 100 m 0,33
Bill of quantities for Building В - Veterinary sciences
Dismantling
1 Disassembly of wooden window units 100 m2 2,96
2 Disassembly of the coating of roofs off corrugated and semi 100 m2 12,06 corrugated asbestos-cement sheet
Window and door openings
3 Installation of EURO window units, 3 x 2 segment (2,5 m x 100 m2 0,84 1,9 m) double glazing
4 Installation of EURO window units, 2 x 2 segment (1,7 m x 100 m2 1,52 1, 9 m) double glazing
5 Installation of EURO window units, 1 x 2 segment (1,0 m x 100 m2 0,04 1, 9 m) double glazing
6 Installation of EURO window units, 1 x 2 segment (0,8 m x 100 m2 0,12 1,9 m) double glazing
7 Installing of Euro doors for classrooms, single 1,0х 2,0 m 100 m2 0,024
8 Installing of Euro doors for bathrooms, single 100 m2 0,221 0, 85х 2,0 m
9 Installing of Euro doors for corridors, double 100 m2 0,1 2,0х 2,0 m, self-closing including 2 reinforced windows
10 Installing of Euro doors for corridor, single 100 m2 0,044 1,1 х 2,0 m
Electrical part
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11 Installing the induction-switchgear with on-flooring execution with 2 switches, entering rated current 400A p. 4 ВРУ1-13-20 УХЛ4
Internal finishing
12 Arranging of false ceilings, Armstrong type 100 m2 2,134
Flooring
13 Floor insulation using keramzit gravel, thickness 150 mm 1 m3 (1612m2)
14 Arranging of cement covering, thickness 30 mm 100 m2 7,42
15 Laying of laminate coating on a ready basis 100 m2 7,42
Plumbing fittings
16 Installation of washbasin
17 Installation of faucets for washbasin 10 p. 0,6
18 Installing of toilet bowl
External finishing
19 Plaster repair of smooth masonry and concrete facades on 100 m2 7,25 land and lumber using cement-lime mortar
Plastering of surfaces of window and door slopes of façade 20 100 m2 0,15 on concrete and masonry, flat
21 Wall insulation of mineral wool, 50 mm thickness 100 m2 0,85
Decorative covering of facades with fine decorative 22 100 m2 0,39 coverings
Roofing
23 Installation of rafters 1 m3 5,37
24 Styling runs from boards 1 m3 2,61
25 Installation of wooden roof elements 1 m3 6,50
26 Arranging of roof lathing 100 m2 12,06
27 Fireproofing of wooden structures 10 m3 2,46
Roof insulation by keramzit gravel, thickness is 200 mm (806 m2) 28 1 m3 35,90
29 Arranging of medium complexity roofs made of metal profile 100 m2 11,84
Bill of quantities for Building С - Accounting and Auditing
Dismantling 19
1 Disassembly of wooden window units 100 m2 4,67
Disassembly of the coating of roofs off corrugated and semi 2 100 m2 14,98 corrugated asbestos-cement sheet
Window and door openings
Installation of EURO window units, 3 x 2 segment (1,8 m x 3 100 m2 2,7275 2,0 m) double glazing
Installation of EURO window units, 2 x 2 segment (1,2 m x 4 100 m2 0,143 2,0 m) double glazing
Installation of EURO window units, 1 x 2 segment (1,5 m x 5 100 m2 1,14 1,0 m) double glazing
Installation of EURO window units, 1 x 2 segment (0,8 m x 6 100 m2 0,032 2,0 m) double glazing
Installation of EURO window units, (1,0m х 0,4m) 7 100 m2 0,096
8 Internal installation of window boards made of PVC 100 m 3,25
9 Installing of Euro doors for classrooms, single 1,0х 2,0 m 100 m2 0,02
Electrical part
Installation of the switchgear for floor execution (5 -10A and 10 5 -100A) recessing out, powered by two elbows ВРУЗ-24 p. 1,00 УХЛ4
Internal finishing
11 Arranging of false ceilings, Armstrong type 100 m2 5,54
12 Facing of walls with ceramic glazed tiles 100 m2 0,52
Flooring
Floor insulation using foamed ceramic insulated gravel 13 1 m3 185,2 (Кeramzit), thickness 150 mm (1938 m2)
14 Arranging of cement covering, 30 mm thickness 100 m2 6,38
Installation of water heating under floor/polyethylene tubes 15 100 m2 0,13 16 mm, distance from the center to the center - 150 mm
16 Arranging of cement covering, thickness 30 мм 100 m2 10,1
17 Laying of laminate coating on a ready basis 100 m2 9,44
External finishing
Plaster repair of smooth masonry and concrete facades on 18 100 m2 6,81 land and lumber using cement-lime mortar
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Roofing
19 Installation of rafters 1 m3 6,37
20 Styling runs from boards 1 m3 3,12
21 Installation of wooden roof elements 1 m3 7,6
22 Arranging of roof lathing 100 m2 14,98
23 Fireproofing of wooden structures 10 m3 2,464
Roof insulation with foamed keramzit gravel, thickness 200 24 1m3 28,7 mm (969 m2)
25 Arranging of medium complexity roofs made of metal profile 100 m2 14,64
Bill of quantities for Heating network
1 Manual handling of soil, group 2 100 m3 4,11
2 Soil compaction by pneumatic beaters, soil Group 1, 2 100 m3 0,501
3 Arranging of sand foundation 10 m3 1,32
4 Manual filling of trenches, sinuses and pits, group 2 100 m3 0,12
Drain well ДК-6
5 Installing of valves, steel d = 100 mm 1 к-t 2
6 Installing of valves, steel d = 150 mm 1 к-t 2
7 Laying of steel pipe e. welded d = 159x4 mm 1 km 0,365
8 Laying of steel pipe e. welded d = 133x4 mm 1 km 0,077
Pipeline insulation d = 150 mm with wrapping glazed 9 100 m2 1,71 Ruberoid
Normal anticorrosive bitumen-rubber or bitumen-polymer 10 1 km 0,365 insulation on steel pipes, d -150 mm
Pipeline insulation d = 133 mm with wrapping using glazed 11 100 m2 0,32 Ruberoid
Normal anticorrosive bitumen-rubber or bitumen-polymer 12 1 km 0,077 insulation on steel pipes, d -133 mm
List of additional works to be included in the Contractor’s cost estimates Table #2
Unit of Ref Activities/description Quantity measure
Bill of quantities for Building A - Library
Window and door openings
Installing of Euro doors for corridor, double
1 1,3mх2,0m, 2,5mх1,4m, self-closing including 2 reinforced 100 m2 0,072 windows 21
Electrical part
Laying of aluminum power cable АВБбШ, sec. 4 x 150 2 100 m cable 0,60 cords, 1kv in finished trenches
Installation of wires with copper conductors with PVC 3 100 m 0,70 insulation, section PV1 6 mm2
Installation of wires with copper conductors with PVC 4 100 m 6,00 insulation, section PV 2х2,25 mm2
Installation of luminaires with fluorescent lamps, number of 5 100 p. 0,18 lamps – 1
Mounting of flush mount single sockets with grounding 6 100 p. 0,12 contacts
Mounting of 2-key flush mount switches 10A, 220V, 7 100 p. 0,1 protection degree IP44
Internal finishing
8 Arranging of false ceilings, Armstrong type 100 m2 0,227
Flooring
9 Coatings from ceramic plates sizing up to 60 x 60 100 m2 0,327
External finishing
10 Manual handling of soil under cables, group 2 100 m3 0,87
11 Filling manually of trenches, sinuses and pits, soil gr 2 100 m3 0,87
12 Arranging of underlaying and levelling layers of foundations 10 m3 2,0 from crushed stone, thickness 10 cm
Arranging of underlaying layers, concrete-M-50, thick. 10 13 1 m3 20,0 cm
Decorative covering of facades with fine decorative 14 100 m2 0,42 coverings
Roofing
Arranging of overlappings on wooden beams with panel roll 15 1 m3 10,6644 in brick buildings
Bill of quantities for Building В - Veterinary sciences
Window and door openings
1 Internal installation of window boards, PVC-40 cm 100 m 0,17
Installing of external Euro doors, double
2 1,4m х 2,0m, 2,5mх1,4m, self-closing including 2 100 m2 0,069 reinforced windows 0,49х0,56m
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Electrical parts
Installation of wires with copper conductors with PVC 3 100 m 0,70 insulation, section PV1 6 mm2
Installation of wires with copper conductors with PVC 4 100 m 5,50 insulation, section PV 2х2,25 mm2
Installation of luminaires with fluorescent lamps, number of 5 100 p. 0,25 lamps – 1
Mounting of flush mount single sockets with grounding 6 100 p. 0,03 contacts
Mounting of 2-key flush mount switches 10A, 220V, 7 100 p. 0,23 protection degree IP44
Internal finishing
Repair of plaster coating of interior walls on masonry and 8 concrete using cement-lime mortar: thickness up to 20 mm, 100 m2 8,2 area of repair - 20 m2
Plastering of surfaces of window and door slopes on 9 100 m2 0,43 concrete and masonry, flat
Continuous alignment of window and door slopes using 10 100 m2 0,43 crack-filling with 3 mm thickness
Continuous alignment of walls using crack-filling with 3 mm 11 100 m2 6,44 thickness
12 Improved water-emulsion painting of walls 100 m2 8,12
13 Arranging of metal fencing of interior stairs 100 m 0,13
Flooring
14 Water heating/polyethylene pipes under floor 16 mm, 100 m2 1,64 distance from the Center to the center - 150 mm
15 Coatings of ceramic granite (stoneware) sizes up to 60 x 60 100 m2 5,42
External finishing
16 Manual handling of soil under cables, group 2 100 m3 2,29
17 Filling manually of trenches, sinuses and pits, soil gr 2 100 m3 2,29
Arranging of underlaying and levelling layers of foundations 18 10 m3 0,56 from crushed stone, thickness 10 cm
Arranging of underlaying layers, concrete-M-50, thick. 10 19 1 m3 5,6 cm
Roofing
20 Binding of visor from Alucapon sheets 100 m2 0,675
21 Arranging of plastic trays 100 m 0,096
22 Installing of drain pipes 100 m 0,105 23
Bill of quantities for Building С - Accounting and Auditing
Window and door openings
Installing of external Euro doors, double 1 100 m2 0,064 1,4m х 2,0m, 2,5mх1,4m, self-closing including 2 reinforced windows 0,49х0,56m
2 Installing of Euro doors for bathroom single 0,80х2,0 m 100 m2 0,032
Installing of Euro doors for corridor, double 1,5,0х2,0m, self- 3 100 m2 0,028 closing including 2 reinforced windows
Electrical part
Installation of wires with copper conductors with PVC 4 100 m 0,60 insulation, section PV1 6 mm2
Installation of wires with copper conductors with PVC 5 100 m 2,00 insulation, section PV 2х2,25 mm2
Installation of luminaires with fluorescent lamps, number of 6 100 p. 0,33 lamps – 1
Mounting of flush mount single sockets with grounding 7 100 p. 0,14 contacts
Mounting of 2-key flush mount switches 10A, 220V, 8 100 p. 0,26 protection degree IP44
Internal finishing
Repair of plaster coating of interior walls on masonry and 9 concrete using cement-lime mortar: thickness up to 20 mm, 100 m2 0,60 area of repair - 20 m2
Continuous alignment of walls using crack-filling with 3 mm 10 100 m2 0,60 thickness
11 Improved water-emulsion painting of walls 100 m2 0,60
12 Arranging of metal fencing of interior stairs 100 m 0,124
Flooring
13 Coatings from ceramic plates sizing up to 60 x 60 100 m2 4,01
Plumbing fittings
Installation of washbasin
External finishing
15 Manual handling of soil under cables, group 2 100 m3 1,69
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16 Filling manually of trenches, sinuses and pits, soil gr 2 100 m3 1,69
Arranging of underlaying and levelling layers of foundations 17 10 m3 5,190 from crushed stone, thickness 10 cm
Arranging of underlaying layers, concrete-M-50, thick. 10 18 1 m3 39,90 cm
Arranging of coatings of porch and ramp from ceramic 19 100 m2 0,194 granite (stoneware) sizes up to 60 x 60
Roofing
20 Binding of visor from Alucapon sheets 100 m2 0,70
21 Arranging of plastic trays 100 m 0,58
22 Installing of drain pipes 100 m 0,59
Additional works in all Buildings – A, B, and C
Bill of quantities for Heating network
23 Arranging of monolithic plots 100 m3 0,102
Drain well ДК-6
Laying of steel pipe electr. welded, 24 1 km 0,095 d = 108x4mm
25 Laying of steel pipe electr. welded, d=57х3mm 1 km 0,01
26 Laying of steel pipe electr. welded, d=45х3mm 1 km 0,012
Pipeline insulation d = 100 mm with glazed ruberoid 27 100 m2 0,57 wrapping (fibre-glass roofing material)
Normal anticorrosive bitumen-rubber or bitumen-polymer 28 1 km 0,095 insulation on steel pipes, d -100 mm
Pipeline insulation d = 50 mm with glazed ruberoid wrapping 29 100 m2 0,8 (fibre-glass roofing material)
Normal anticorrosive bitumen-rubber or bitumen-polymer 30 1 km 0,16 insulation on steel pipes, d -50 mm
Pipeline insulation d = 40 mm with glazed ruberoid wrapping 31 100 m2 0,155 (fibre-glass roofing material)
Normal anticorrosive bitumen-rubber or bitumen-polymer 32 1 km 0,03 insulation on steel pipes, d -40 mm
33 Chlorination of piping, d = 100 mm 1 km 0,095
Bill of quantities for water supply and drainage
Laying of water supply pipelines from polyethylene pipes, 1 1000 m 0,034 diameter: 75 mm
2 Installing of valves, steel d = 100 mm 1 к-t 7
3 Installing of cast iron gate valves, diameter 100 mm p. 4,0 25
Welding of flanges to steel pipelines with a diameter of 100 4 p. 26 mm
5 Installation of fire hydrants p 1,00
Installation of water round prefabricated concrete wells with 6 10 m3 0,17 a diameter of 1.5 m in dry soils
Laying of steel pipe electr. welded, 7 1 km 0,14 d = 108x4mm
8 Laying of steel pipe electr. welded, d=57х3mm 1 km 0,342
Pipeline insulation d = 100 mm with glazed ruberoid 9 100 m2 0,085 wrapping (fibre-glass roofing material)
Waterproofing, lateral greasing, bituminous in 2 layers on 10 100 m2 0,3 the surface of the wells
Normal anticorrosive bitumen-rubber or bitumen-polymer 11 1 km 0,09 insulation on steel pipes, d -100 mm
Normal anticorrosive bitumen-rubber or bitumen-polymer 12 1 km 0,232 insulation on steel pipes, d -50 mm
1 Manual handling of soil, group of soil: 2 100 m3 0,01
2 Arranging of concrete foundations for concrete struts, 3.5 100 m3 0,01
Manufacture of metal frame for installing 24 solar panels, 3 size of runs 10,8х1,8 m, rack - 3 m (frame with inclines on 1 t. 0,497 45-53 degr.)
Arranging of metal frame to install 24 solar panels, size of 4 runs - 8 x 1, 8 m, -3 m-rack (frame with inclines on 45-53 1 t. 0,497 degr.)
5 Installing of solar single-crystal panel p. 48
Installation of Solar Inverter, the nominal output power 6 p 2 5000W (220V_AS)
7 Installation of metal shelving for storage of batteries 1 t. 0,28
Mounting and connecting the batteries to Solar Inverter at 8 p. 32 the rack
Delivery of construction materials to 100 km distance on 9 t. 5,00 vehicle: KAMAZ, fuel cost 5.00 TJS
Drilling of a single operating well (Cable tool drilling, up to 100 m depth)
Cable tool drilling of well, depth up to 50 m in ground of 3rd 1 100m 0,04 category, d = 400 mm
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Cable tool drilling of well, depth up to 50 m in ground of 6th 2 100m 0,42 category, d = 400 mm
Cable tool drilling of well, depth up to 50 m in ground of 3rd 3 100m 0,06 category, d = 300 mm
Cable tool drilling of well, depth up to 50 m in ground of 6th 4 100m 0,48 category, d = 400 mm
5 Mounting of well by casing pipes, d = 426 mm 10m 4,5
6 Mounting of well by casing pipes, d = 325 mm 10m 10,05
7 Manufacturing of filter from tubes, d 325 mm m 20
8 Free lowering into the well of casing pipes, d = 426 mm 10m 4,5
9 Free lowering into the well of casing pipes, d = 325 mm 10m 10,05
Cementation of annular space with set of drilling equipment and cement arranging with dry mixture at 1 m of 10 casehardening part of well to 400 or more than 400 kg with 1 column 1,0 rotary drilling, depth of planting casehardening columns: up to 50 m
Pumping of water from well with airlift by rotary drilling with 1 day 11 the compressor running from the internal combustion engine 3,0 when the well depth is up to 300 m pumping
Transportation of construction materials at a distance of 100 12 km - Dushanbe-Bokhtar on vehicle - KAMAZ, lifting capacity t/km 74,16 15 t.
Drilling plants and equipment on the base of vehicles for 13 rotary drilling of boreholes for water, drilling depth till 500 m, m-h 70,44 bearing capacity 12,5 t
Transportation of construction materials at a distance of 100 14 km - Dushanbe-Bokhtar on vehicle - KAMAZ, lifting capacity t/km 15,58 15 t.
Power supply of well pumps
1 Box for pumps managing, type ЗУ7Б1У2 p. 2,0
Installation of power cables with copper conductors and 2 100 m 0,80 PVC insulation, mass 1 m up to 2 kg
3 Laying of ВВГ cable, sec.4х2,5 mm2 100 m 1,2
4 Installation of switches, automatic 1p 1
5 Starter, solenoid ПМЕ-083 p. 1
6 Band steel, d=40х4 mm 100 m 0,4
7 Control box, type ЗУ7Б1У2 p 1,00
Installing of pump brand ECW 8-25-100 with submersible 1 p 1,0 motor 27
Laying of water pipes made from steel galvanized gas and 2 100m 0,07 water pipes, d 108х6,5 mm
Installation of water metering units, input diameter: up to 3 1p 1 100 mm, diameter up to 80 mm
4 Installing of 3-way taps, 50 mm diameter 1 kr 1
5 Installing of draw cock, diameter 10 mm 1p. 1
6 Installing of cast iron valves, 100 mm diameter 1p. 7
Installing of non-return valve, cast iron with a diameter of 7 1m 1 100 mm
8 Installation of single force cup 1p 1
9 Welding of flanges to steel pipelines with diameter 50 mm p. 8,0
10 Welding of flanges to steel pipelines with diameter 100 mm 1p 12
11 Installing valves, cast iron, diameter: 50 mm 1p 2
12 Installation of fittings, steel, d 100-250 mm 1t. 0,033
13 Pump ЭЦВ 8-25-100 p 2
Bacterial lamp УДВ-2А300Н-10-100 p 2
Transportation of pipelines, equipment and plumbing fittings 14 t 15 at a distance 110 km by KAMAZ, lifting capacity 15 t
Pump station on a well
1 Manual excavating of soil, group 2. 100m3 0,08
2 Arranging of concrete, CL-3.5 100m3 0,006
3 Arranging of strip foundations of BM-150 100m3 0,0845
4 Arranging of cement covering, thickness 15 mm 100m2 0,0512
5 Arranging of concrete monolithic staircase 100m3 0,003
Ceramic brick-laying of exterior walls at a height of up to 4 6 m3 13,37 m, М-75
7 Masonry reinforcement by grids СГ-1 1 t metal 0,061
8 Plastering of socle surface using cement mortar 100 m2 0,020
9 Improved plastering of internal walls 100 m2 0,335
10 Facing of walls by ceramic tiles h=2,0 m 100 m2 0,200
Chlorinated polyvinylchloride colouring of walls, internal 11 100 m2 0,0997 h=0,8 m
27
28
12 Improved plastering of external walls 100 m2 0,38
13 Lime colouring of the exterior walls 2-times 100 m2 0,42
Simple colouring of fillings of apertures of door and window 14 100 m2 0,0567 using oil compositions
15 Arranging of jumpers ПМ- (2p.) 100 m3 0,0056
Arranging of bond beams in the formwork from concrete M 16 100 m3 0,012 200
17 Installation of door blocks, brand ДГ-21-9 100 m2 0,0189
18 Installation of window blocks, brand ОС 6-9 100 m2 0,0054
19 Soil compaction using crushed stone 100 m2 0,078
20 Arranging of concrete floors, thickness 100 mm 100 m2 0,078
21 Arranging of cement covering, thickness 15 mm 100 m2 0,078
22 Coating on a cement mortal of ceramic tiles for floors 100 m2 0,078
Waterproofing, outdoor, greasing bituminous, 2 layer on the 23 100 m2 0,078 surface of foundations and walls
24 Mounting of floor slabs 100 p. 0,01
Arranging of monolithic slabs, non-beamed, thickness: up to 25 100 m3 0,004 200 mm from concrete M 200
27 Arranging of cement covering, thickness 25 mm 100 m2 0,11
28 Insulation of coatings by keramzit, thickness 100 mm m3 1,44
Arranging of roofs, flat 4-layer from of roll roofing materials 29 100 m2 0,144 on bitumen-polymeric mastic
Processing part, Water tower
Laying of water supply pipelines from steel electric welded 1 100 m 1,05 pipes, Ø 100 mm
2 Installing of cast iron gate valves 31ch6br Ø100 mm 1p. 2
3 Installing of the valve Ø100 mm 1p 2
4 Installing of shut-off valve Ø100 mm 1p 1
5 Installing of fittings, welded steel, diameter: 100-250 mm t. 0,096
Welding of flanges to steel pipelines with a diameter of 100 6 1p. 7 mm
7 Arranging of reinforced channel 100 m3 0,010
Transportation costs for transportation of construction 8 materials at a distance up to 100 km, Dushanbe-Bokhtar by t/km 4 Kamaz 5320
Water tank 25 m3 29
Excavation of soil with loading on dump trucks by 1 1000 m3 0,926 excavators with bucket capacity of 0.65 m3, soil group: 2
Displacing of soil at a distance of 1 km on KAMAZ (for 2 t/km 1481 temporary warehousing.)
3 Refinement of soil, manually Gr. soils 2 100 m3 0,28
4 Arranging of ground roller from local soil 1000 m3 0,120
Loading of soil on dump trucks by excavators with bucket 5 capacity of 0.65 m3 group soils: 1 (ground bed, back-filling 1000 m3 0,867 and embankment)
Bringing of soil from a distance of up to 1 km on KAMAZ 6 t/km 1387 (ground bed and reverse filling)
Arranging of ground beds on subsiding soil using layer-by- 7 1000 m3 0,086 layer rolling method from local soil
8 Arranging of concrete, class 3,5 100 m3 0,044
Arranging of monolithic reinforced base plates, thickness 9 100 m3 0,19 275 mm from concrete, class B 30
10 Arranging of frames in walls 1t 0,05
Arranging of reinforced concrete foundations under 12 100 m3 0,14 bearings, concrete class B-15
13 Arranging of walls from rubble concrete 100 m3 0,11
Arranging of reinforced concrete overlappings in the 14 100 m3 0,01 formwork
15 Installation of separate cores in hollow 1t. 0,0810
16 Arranging of cement covering, pit bottoms thickness 20 mm 100 m2 0,36
17 Shotcreting of wall surface of pit bottom 100 m2 0,28
Filling of trenches and pits with soil displacement up to 5 m 1000 m3 soil 18 by bulldozers with capacity of 59 (80), kW (HP), 1 group of 0,867 soils
19 Manually filling in trenches, soil group: 1 100 m3 0,26
Soil compaction with vibrating rollers 2.2 t for first pass on 1000 m3 20 0,867 one trail at a thickness of 30 cm (h = 2, 4 mm)
21 Production of steel truss of water tower 1 t. 10,56
22 Mounting of steel truss 1t. 10,56
23 Fabrication of vertical cylindrical steel tanks for water 1 t. 1,993
24 Mounting of vertical cylindrical steel tanks for water 1 t. 1,993
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30
25 Improved colouring of steel truss with oil compositions 100 m2 6,06
Transportation costs for transportation of construction 26 materials at a distance of up to 100 km - Dushanbe-Bokhtar t/km 45 by Kamaz 5320
Additional works
Bill of quantities for Building А – Library
Disassembly of attic overlappings on wooden beams in 1 100 m2 3,8 brick buildings
Arranging of reinforced concrete foundations of general- 2 100 m3 0,02338 purpose under columns: up to 3 m3
3 Producing of metal columns Km-1 1 t. 1,1178
4 Producing of metal columns Km -2 1 t. 1,09
5 Mounting of metal columns Км-1 , Км-2 1t 2,2078
6 Installation of metal beams, BM-1, BM-1a, BM-2 1t 5,1
Arranging of partitions with single metal frame and single- 7 1m2 23,44 layer cladding plasterboard slabs on both sides
8 Installing ceiling grid, Ø4mm ВрI 1t 0,675
9 Разборка кладки стен из кирпича 10 m3 2,37
Dismantling of concrete monolithic foundations under walls 10 m3 4,832 and jumper
11 Disassembly of concrete floors М-100 1 mm3 5,3
Arranging of reinforced concrete strip foundations, cement 12 100 m3 0,026 class B15
Arranging of monolithic reinforced concrete lintels, 1 PRM, 13 100 m3 0,0023 PRM-2, concrete class B20
Arranging of partitions from bricks, reinforced, thickness 120 14 100 m2 0,26 mm at a floor height up to 4 m
15 Brick masonry of interior walls at a floor height up to 4 m 1 m3 14
Unreinforced brick masonry of niches of radiators and 16 100 m2 0,064 cabinets, 1/2 thick at a floor height up to 4 m
17 Repair of reinforced concrete walls of channels 1 m3 0,80
18 Plaster repair of channels for pipelines 100 m2 0,24
19 Soil compaction and backfilling stamped inside the buildings 100 m3 0,834
20 Soil compaction using gravel, t = 5 cm 100 m2 4,17
Arranging of floor slabs of channels, area: up to 1 m2 21 100 m3 0,0219 (900x600x70mm), 58 p.
22 Laying of air ducts made of steel, galvanized steel 100 m2 0,27 31
23 Installing of exhaust device 600х600 1 grid 12
Interior heating
24 Laying of heating pipelines, polyethylene piping Ø25 mm 100 m 1
25 Laying of heating pipelines, polyethylene piping Ø15 mm 100 m 0,10
26 Installing of valves Ø 15mm 1p 4,00
27 Installing of valves Ø 25mm 1p 2,00
28 Installing of radiators, GOLF BM type (section 80 mm, 24 p.) 100 kWt 0,44
Domestic water supply and sewerage
29 Installing of valves, cast iron, flanged, diameter 50 mm 1p. 1,00
30 Installing of draw cock Ø15 mm 1 tap 1,00
31 Installing of fire valve, 50 mm diameter 1tap 2,00
Dismantling of passage and porch 3 pc.
Disassembly of strip foundations of passage and concrete 32 1 m3 24,96 floor, thickness 20 cm M-100
Soil loading manually on dump trucks with unloading 33 100 m3 0,4532 capacity
Arranging of monolithic porch and ramps-1 Krm, from 34 100 m3 0,0225 concrete, class B15
35 Producing of apron struss 1 t. 0,785
36 Arranging of metal frame 1 m2 22,27
Installing of exterior Euro doors, double PVC 2,8 x 1,6 m 37 self-closing, including 2 reinforced windows (0,6х0,1,6m) 100 m2 0,0448 (0,6х0,0,8m)
38 Box with a switch, on current A, and up to 250 pc. 1
39 Counters installed on a ready basis, single-phase pc. 1
Removal of construction debris at a distance 15 km on 40 t. 35 KAMAZ, fuel cost 5.00 TJS
Delivery of construction materials at a distance of 100 km 41 t. 27 on KAMAZ, fuel cost 5.00 TJS
Bill of quantities for Building B - Veterinary sciences
1 Dismantling of brickwork 10 m3 0,896
Dismantling of concrete monolithic foundations under walls 2 m3 4,7 and jumper
31
32
3 Disassembly of concrete floors М-100 1 m3 12,3
Arranging of reinforced concrete strip foundations, class 4 100 m3 0,009 В15
Installation of monolithic reinforced concrete lintels, PRM-1, 5 100 m3 0,0023 PRM-2, from concrete class B20
Arranging of brick partitions, reinforced, thickness 120 mm 6 100 m2 0,6 at a floor height up to 4 m
7 Brick masonry of interior walls at a floor height up to 4 m 1 m3 1,1
8 Soil compaction and backfilling stamped inside the buildings 100 m3 1,01
9 Soil compaction by gravel, t = 5 cm 100 m2 5,05
10 Repair of reinforced concrete walls of channels 1 m3 0,73
11 Repair of plastering of channels for pipelines 100 m2 0,24
12 Soil compaction by gravel, t = 5 cm 100 m2 5,05
Arranging of floor slabs of channels, area: up to 1 m2 13 100 m3 0,0223 (900x600x70mm), 59 p.
14 Laying of air ducts made of sheet galvanized steel 100 m2 0,38
15 Arranging of exhaust device 200х200 1 grid 42
Interior heating
16 Punching holes/openings in walls and ceilings 100 open. 0,18
17 Heating piping, polyethylene pipes Ø32 mm 100 m 1,5
Insulation, core layer of cylinder and insulated semi-cylinder 18 made of mineral wool on synthetic binders m-200, internal 1 m 150 diameter-36 mm
19 Heating piping, polyethylene pipes Ø25 mm 100 m 0,8
20 Laying of heating pipelines, polyethylene pipes Ø15 mm 100 m 0,90
21 Installing of valves Ø 15mm 1p. 65,00
22 Installing of valves Ø 25mm 1 p 7,00
23 Installing of valves Ø 32mm 1p 5
Installing of radiators, GOLF BM type (section 80 mm, 252 24 100 kWt 0,44 p.)
25 Installation of steel gate valve, d = 80 mm 1 p 2,00
26 Installation of cast iron gate valve d=80mm 1 p 2,00
27 Regulator УРРД-М Д=50mm p 1,00
28 Installation of water meter d = 40 mm VKSG-40 1 1,00
29 Installing of sump for tube d = 50 mm 1 p. 1,00 33
30 Installing ICC monometr-160-16 1 set 4,00
31 Thermometer installation p-5-1-240-253 1 set 4,00
32 Tap 3 кч-46-76 p 4,00
33 Arranging of thermometer 3 кч-146-75 p 4,00
34 Installation of three-way valve for manometer 14 m 1-b 1 set 4,00
35 Installing of shutoff/gate valve, flange d = 25 mm 1 p 4,00
36 Installing of comb, d = 108x4, 8m in length. 1 p 2,00
Internal water supply and sewerage
37 Piping: polyethylene pipes Ø32 mm 100 m 0,04
38 Piping: polyethylene pipes Ø25 mm 100 m 0,15
39 Piping: polyethylene pipes Ø15 mm 100 m 0,50
40 Installing of valves, cast iron flanged, diameter 65 mm 1 p. 1,00
41 Installation of watering taps, with a diameter of 25 mm 1 tap 4,00
42 Installing of draw cock Ø15mm 1 tap 1,00
43 Installing of fire valve, 50 mm diameter 1tap 6,00
44 Plastic pipes, d = 100 mm 100 m 0,36
45 Plastic pipes, d = 50 mm 100 m 0,12
46 Installing of polyethylene fittings of tees 10 2,30
47 Installing of plastic drainage fittings 10 1,60
Exterior
Dismantling of the passage
Disassembly of tape foundations of passage and concrete 48 1 m3 20,43 floor, thickness 20 cm M-100
49 Soil loading manually on dump trucks and unloading 100 m3 0,414
50 Dismantling of concrete flagged path, 10 cm thick 1 m3 11,6
51 Reinforced concrete foundation. class B15 100 m3 0,157
Arranging of monolithic porch and ramps-1 Krm, from 52 100 m3 0,0646 concrete. class B15
53 Arranging of apron truss 1 t. 1,53
54 Arranging of metal frame 1 m2 21,6
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34
Installing of exterior Euro doors, PVC double 2,8 x 1,6 m 55 self-closing, including 2 reinforced Windows 100 m2 0,1344 (0,6х0,1,6m)(0,6х0,0,8m)
56 Installation of doors from PVC 100 m2 0,12
57 Arranging of PVC partitions 100 m2 0,25
Waterproofing of walls, foundations, horizontal membrane in 58 100 m2 1,57 1 layer
59 Soil compaction by pneumatic beaters 100 m3 1,69
Removal of construction debris at a distance 15 km on 60 t 61,00 KAMAZ, fuel cost 5.00 TJS
Delivery of construction materials at a distance of 100 km 61 t 41,00 on KAMAZ, fuel cost 5.00 TJS
Bill of quantities for Building С - Accounting and Auditing
1 Dismantling of brickwork 10 m3 5,95
Dismantling of concrete monolithic foundations under walls 2 m3 7,9 and jumper
3 Разборка бетонных полов М-100 1 м3 5,0
Arranging of reinforced concrete strip foundations, class 4 100 m3 0,006 В15
Installation of monolithic reinforced concrete lintels, PRM-1, 5 100 m3 0,0019 PRM-2, from concrete class B20
Arranging of brick partitions, reinforced, thickness 120 mm 6 100 m2 1,16 at a floor height up to 4 m
7 Brick masonry of interior walls at a floor height up to 4 m 1 m3 68,4
Unreinforced brick masonry of niches of radiators and 8 100 m2 2,97 cabinets, thickness 1/2 brick at a floor height up to 4 m
9 Soil compaction and backfilling stamped inside the buildings 100 m3 0,904
10 Soil compaction by gravel, t = 5 cm 100 m2 4,52
11 Repair of reinforced concrete walls of channels 1 m3 0,94
12 Repair of plastering of channels for pipelines 100 m2 0,71
Arranging of floor slabs of channels, area: up to 1 m2 13 100 m3 0,048 (900x600x70mm), 127 p.
14 Laying of air ducts made of sheet galvanized steel 100 m2 0,41
15 Arranging of exhaust device 200х200 1 grid 44
Interior heating
Punching holes/openings in walls and ceilings 16 100 open. 0,24
35
Laying of electric resistance welded steel pipes d = 89x3,5 17 1 km 0,048 mm
Laying of electric resistance welded steel pipes d =76х3,0 18 1 km 0,143 mm
19 Piping for heating, the polyethylene pipes Ø 32 mm 100 m 1,4
Insulation, core layer of cylinder and insulated semi-cylinder 20 made of mineral wool on synthetic binders m-200, internal 1 m 140 diameter-36 mm
21 Heating piping, polyethylene pipes Ø25 mm 100 m 0,8
22 Laying of heating pipelines, polyethylene pipes Ø15 mm 100 m 1,00
23 Installing of valves Ø 15mm 1p. 119,00
24 Installing of valves Ø 25mm 1 p 9,00
25 Installing of valves Ø 32mm 1p 5
Installing of radiators, GOLF BM type (section 80 mm, 239 26 100 kWt 0,42 p.)
27 Installation of steel gate valve, d = 80 mm 1 p 2,00
28 Installation of cast iron gate valve d=80mm 1 p 2,00
29 Regulator УРРД-М Д=50mm p 1,00
30 Installation of water meter d = 40 mm VKSG-40 1 1,00
31 Installing of sump for tube d = 50 mm 1 p. 1,00
32 Installing ICC monometr-160-16 1 set 4,00
33 Thermometer installation p-5-1-240-253 1 set 4,00
34 Tap 3 кч-46-76 p 4,00
35 Arranging of thermometer 3 кч-146-75 p 4,00
36 Installation of three-way valve for manometer 14 m 1-b 1 set 4,00
37 Installing of shutoff/gate valve, flange d = 25 mm 1 p 4,00
38 Installing of comb, d = 108x4, 8m in length. 1 p 2,00
Internal water supply and sewerage
39 Piping: polyethylene pipes Ø32 mm 100 m 0,07
40 Piping: polyethylene pipes Ø25 mm 100 m 0,37
41 Piping: polyethylene pipes Ø15 mm 100 m 1,41
42 Installation of watering taps, with a diameter of 25 mm 1 tap 4,00
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36
43 Installing of draw cock Ø15mm 1 tap 1,00
44 Installing of fire valve, 50 mm diameter 1tap 6,00
45 Plastic pipes, d = 100 mm 100 m 0,58
46 Plastic pipes, d = 50 mm 100 m 0,32
47 Installing of polyethylene fittings of tees 10 4,10
48 Installing of plastic drainage fittings 10 2,40
49 Installing of polyethylene fittings of crossbars 10 0,10
Exterior
Dismantling of passage and porch
Disassembly of tape foundations of passage and concrete 50 1 m3 39,12 floor, thickness 20 cm M-100
51 Soil loading manually on dump trucks and unloading 100 m3 0,735
52 Dismantling of concrete flagged path, 10 cm thick 1 m3 13,5
53 Reinforced concrete foundation. class B15 100 m3 0,179
Arranging of monolithic porch and ramps-1 Krm, from 54 100 m3 0,1271 concrete. class B15
55 Arranging of apron truss 1 t. 1,569
56 Arranging of metal frame 1 m2 34,6
Installing of exterior Euro doors, PVC double 2,8 x 1,6 m 57 self-closing, including 2 reinforced Windows 100 m2 0,1796 (0,6х0,1,6m)(0,6х0,0,8m)
58 Installation of doors from PVC 100 m2 0,192
59 Arranging of PVC partitions 100 m2 0,38
Waterproofing of walls, foundations, horizontal membrane in 60 100 m2 1,79 1 layer
61 Soil compaction by pneumatic beaters 100 m3 2,29
Removal of construction debris at a distance 15 km on 62 t 90 KAMAZ, fuel cost 5.00 TJS
Delivery of construction materials at a distance of 100 km 63 t 70,33 on KAMAZ, fuel cost 5.00 TJS 37
Appendix 3. Site photos for proposed additional works
Building A, B, C where additional interior works are proposed. Asbestos-cement sheets will be dismantled and replaced
Site for proposed installation of solar panel
37
38
Site for drilling of borehole and erection of water pressure tower
Area for installation of plastic pipes
Proposed additional water supply and sewage facilities will be conmencted with existing infrastructure of the Energy institute
39
Buildings works will heating network improvements
39
40
Appendix 4. Design drawing of the water supply borehole.