Strengthening Technical and Vocational Education and Training Project

Environmental Due Diligence Report

May 2018

TAJ: Strengthening Technical and Vocational Education and Training Project

(Part II)

Prepared by the Project Administration Group, Ministry of Labor, Migration and Employment for the Asian Development Bank.

This environmental due diligence 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.

Environmental Safeguards Due Diligence Reports

Project number: 46535-001 Grant 0452/53/3309

TAJ: Strengthening Technical and Vocational Education and Training

Part II

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 maybe preliminary in nature.

May, 2018

Content

I. DDR "MOLME/SH/CW01-02-B" - RESTORATION OF THE TECHNICAL VOCATIONAL TOURISM AND SERVICE LYCEUM IN DUSHANBE 3 II. DDR ““MOLME/SH/CW01-01-A” - RESTORATION OF THE TECHNICAL VOCATIONAL CONSTRUCTION LYCEUM IN DUSHANBE 20 III. DDR “MOLME/SH/CW01-01-C” REHABILITATION OF TECHNICAL VOCATIONAL SEWING LYCEUM IN DUSHANBE 39 IV. DDR "MOLME/SH/CW01-02-А" - REHABILITATION OF THE TECHNICAL VOCATIONAL AUTO TRANSPORT LYCEUM IN DUSHANBE 60 V. DDR "MOLME/SH/CW01-02-" - REHABILITATION OF THE TECHNICAL VOCATIONAL LYCEUM IN SHAHRINAV 77

Environmental Safeguards Due Diligence Report

Document Stage: Draft report for review and comments Project number: 46535-001 Grant 0452/53/3309 Date: May 2018

TAJ: Strengthening Technical and Vocational Education and Training

"MOLME/SH/CW01-02-B" - RESTORATION OF THE TECHNICAL VOCATIONAL TOURISM AND SERVICE LYCEUM IN DUSHANBE

May 2018

Table of content

1. INTRODUCTION ...... 6 1.1. Justification of the site ...... 6 2. DEFINING THE BORDERS ...... 7 2.1. Current condition of the site ...... 7 2.1. Location of objects and access to the site ...... 7 3. CONSTRUCTION ACTIVITY ...... 12 3.1. Types of civil works ...... 12 4. POTENTIAL IMPACTS AND MITIGATION MEASURES ...... 17 4.1. Site-specific Environmental Management plans to be prepared by the Contractor . 19

ABBREVIATIONS 1 ADB Asian Development Bank 2 А Asbestos containing materials 3 ALC Adult Learning Center 4 CM Complaint Mechanism 5 EIA Environmental impact assessment 6 EMP Environmental Management Plan 7 FLM Fuel and lubrication materials 9 GFS Gypsum-fiber sheets 10 LLC Limited Liability Company 11 MFC Microfinance company 12 MOLME Ministry of Labor, Migration and Employment of the Republic of Tajikistan 13 PAG Project Administration Group 14 SI State institution 15 SSEMP Site-specific Environmental Management Plan 16 TVTS Technical Vocational Tourism and Service lyceum in Dushanbe 17 TVET Technical and Vocational Education and Training 18 WMP Waste Management Plan

1. INTRODUCTION

1.1. Justification of the site

1. Over the years of independence, the management of the Government has made efforts to develop the education sector and training of 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 Strengthening Technical and Vocational Education and Training (Project) will have an impact on national workforce 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 outcome of the Project will be a more effective, efficient, quality-assured, and flexible system for the delivery of technical vocational training. The project includes the achievement of five outputs, namely: (i) modernization of the methodology of the TVET system; (ii) improving the physical conditions of training institutions; (iii) increasing the volume and quality improvement of TVET delivery; (iv) expansion of equal access to TVET; and (v) strengthening the leadership and management of the TVET system.

5. In November 2015, a Grant Agreement was signed between the Republic of Tajikistan and ADB on project financing.

6. A general IEE/ EMP for the overall project was prepared and approved by September 2015. The project has been classified as category B in accordance with ADB's Safeguard policies.

7. As part of this Project, the Ministry of Labor, Migration and Employment of the Republic of Tajikistan shall sign a contract "MOLME/SH/CW01-02-B" with the construction firm for rehabilitation of a Technical Vocational Tourism and Service lyceum in Dushanbe.

8. The Contractor will undertake, in accordance with this contract, professionally and qualitatively, the rehabilitation works of the Technical Vocational Construction Lyceum in Dushanbe within the terms provided for in the Contract to be awarded.

9. The Environmental Management Plan (EMP), which is part of the IEE, is general and wide- ranging and covers all possible consequences associated with the project. Therefore, the Contractor is required to develop a Site-specific Environmental Management Plan (SSEMP) prior to the commencement of construction works. 10. The main objective of the plan is to document how the environmental mitigation measures and required management plans proposed for rehabilitating the project site will be brought into line with the project commitments.

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 6

measures, plan and management system for environmental protection in areas of repair works.

2. DEFINING THE BORDERS

2.1. Current condition of the site

12. The Professional-technical lyceum of tourism and service in Dushanbe consist of 3 buildings. (i) Administrative and Training building (ii) Garages and warehouse building (iii) Canteen.

13. Two buildings of Lyceum were selected for reconstruction under STVET project:

(i) Administrative and Training building (first floor) and (ii) Canteen building.

14. The administrative and training building was built in 1967. It is a 4-story brick building with ferroconcrete floors, steel-plastic windows and roof covered with ruberoid. There are 32 educational classes, 2 educational laboratories, library and 20 administrative offices in the building. The building is in a poor condition inside and outside.

15. Administrative and training building. The left wing of the first floor of Lyceum administrative and training building was have been selected for rehabilitation. It is planned to overhaul the first floor, the corridor, with the replacement of windows and doors, renovate floors and ceilings, replace electrical wiring and appliances, reconstruct toilets, to do partial repair of the roof, repair of the facade, construct a ramp for sedentary persons in wheelchairs.

16. Canteen Building. The canteen building was built in 1988. It is a one storey brick building with wooden windows and roofs covered by asbestos cement slates. There are dining hall, kitchen and warehouse in the building.

17. The canteen building is also in a very poor condition. Therefore it is planned to demolish the building and construct a new one on the same place.

18. Both buildings do not meet modern building and sanitary standards and need to be renovated and reconstructed.

19. As mentioned above asbestos cement sheets were used as roofing material for Lyceum buildings. Roof should be demolished and also replaced by non-hazardous materials which will not cause risks for health of Lyceum students and staff. To mitigate the occupational and public health risks of inhalation of airborne asbestos fibers, when disassembling the roofs they will be removed and disposed by following the internationally-recognized Standard Practice for Maintenance, Renovation and Repair of Installed Asbestos Cement Products (American Society for Testing and Materials [ASTM] E 2394). An Asbestos Containing Materials Handling, Management and Disposal Plan shall be prepared by the Contractor.

2.1. Location of objects and access to the site

20. The Technical Vocational Tourism and Service lyceum in Dushanbe is located in the Shokmansur district of Dushanbe city, at the Dustii halkho Street 94 (see Zone 4 in Fig.1).

Figure 1: . The rehabilitated facility is located in the area 4 (Shokhmansur district), Dushanbe city

21. Photos below shows view and status of the buildings of the Technical Vocational Tourism and Service lyceum in Dushanbe proposed for the rehabilitation under STVET project.

Photo 1: The Educational and administrative building of Lyceum. Main entrance

Photo 2: Corridor of The Educational and Photo 3: Classroom administrative building

Photo 4: Classroom current condition Photo 5: Entrance of the toilet

Photo 6: WC, current condition Photo 7 Toilet, current condition

Photo 8: The educational and administrative Photo 9: Garages and warehouse of Lyceum building. View from the yard.

Photo 10: The building of Canteen, main Photo 11: The building of Canteen, back view entrance with roof covered by asbestos- cement sheets (red arrow)

Photo 12: Inside the Canteen

22. The main road that will be used in the transportation of equipment and construction materials is Dustii halkho Street. The contractor will establish warning signs while conducting rehabilitation works.

23. The Figure 3 below shows project site boundaries and what receptors (other houses, schools, hospitals, or any other receptor) are located close to the site, as well as access roads.

LEGEND 1. Educational and Administrative building -to be 8. Amonatbank Branch rehabilitated 9. Parking 2. The building of garages and warehouse 10. Private houses 3. Canteen building – to be rehabilitated 11. Directorate for construction of government facilities 4. The lower station of the cable car dear (Funicular) of the Executive office Of the President of the Republic of Tajikistan 5. Main gaits 12. TV Company "Varzish" 6. Main access road – Dustii HalkhoStreet 13. Cafe 7. Sports ground Lyceum

Figure 3. Aerial photo of the Technical Vocational Tourism and Service lyceum in Dushanbe 11

24. The Lyceum buildings proposed for the rehabilitation are located at the distance of 40-100 meters from the residential houses. Other buildings around the site are: From the North side:  Amonatbank Branch building – at the distance of 40m from Lyceum;  Parking - at the distance of 40 m;  Directorate for construction of government facilities of the Executive office of the President of the Republic of Tajikistan - at the distance of 50 m; From the South side:  (Elevator- funicular)- at the distance of 30-40 m;  Cafe buildings - at the distance of 80 m;  From the East side:  Garden and private houses - at a distance of 40-100 m;

25. No МonstruМtТon oП sОpКrКtО МКЦp Пor tСО ContrКМtor’s pОrsonnОХ Тs proposОН СОrО, ЛОМКusО workers will be local.

26. Construction waste from the site can be disposed at the nearest landfill of Dushanbe located at the distance of about 5 km from the Lyceum site. The Contractor shall conclude for this purpose, an agreement with the communal services of Dushanbe city and apply for relevant permits.

3. CONSTRUCTION ACTIVITY

3.1. Types of civil works

27. The following construction activities are envisaged under this sub-project of STVET (Table 1):

Table 1. Types of rehabilitation works for renovation of a Technical Vocational Tourism and Service lyceum in Dushanbe

Meas. No. Description Total Unit Education block 1 Dismantling of metal doors 1 m2 8,61 2 Dismantling of wooden fillings of doorway openings 100 m2 0,336 3 Steel-plastic doors m2 32,04 4 Brickwork of partitions walls 10 m2 0,8 5 Dismantling of casing of columns from planking boards 100 m2 0,36 6 Masonry of brick back wall and wooden openings 1 m3 11,02 7 Replacement of window hinges 100un 0,17 8 Replacement of handles of window 100un 0,17 Suspended ceilings of "Armstrong" type on frame from galvanized 9 100 m2 3,65 profile. 10 Dismantling of floor covering from linoleum 100 m2 3,65 11 Dismantling of floor covering from laminate 100 m2 3,65 12 Disassembling of floor covering from tiles "Seranitnyh" 100 m2 0,75 Suspended ceilings of "Armstrong" type on frame from galvanized 13 100 m2 2,29 profile the corridor and the vestibule 14 Arranging of concrete ramp 100 m2 0,01 15 Surface filling of walls 100 m2 9,89 16 Painting with oil compositions of walls h=1.5m 100 m2 4,47 17 Improved water-emulsion painting of walls 100 m2 5,42 Toilet of the educational block Removing of door frames in stone walls with breaking of plastering in 18 100 r 0,04 lintels 19 Removing of door boxes in partitions 100 r 0,06 12

Removing of window frames in stone walls with breaking of plastering 20 100un 0,02 in lintels 21 Steel-plastic windows m2 9 22 Steel-plastic door m2 18,22 23 Levelling strainer from cement-sand mortar M150 100 m2 0,02 24 Floor coverings from cement mortar made of ceramic tiles 100 m2 0,02 25 Lining of bathrooms walls with ceramic tiles 100 m2 0,11 26 Installation of elements of a skeleton for a covering of ceilings 1 m3 0,1 27 Boarding of ceilings from plastic 100 m2 0,27 28 Surface filling of walls 100 m2 1 29 painting of walls with oil compositions 100 m2 0,75 30 Improved water-emulsion painting of walls 100 m2 0,25 31 Levelling strainer from cement-sand mortar M150 thickness 30 mm 100 m2 0,19 32 Floor coverings from cement mortar made of ceramic tiles 100 m2 0,19 33 Dismantling of concrete stairs (porch) 1 m3 1,8 34 Arrangement of concrete stairs (porch) 100 m3 0,03 35 Boarding of cornice ceiling fromsteel profiles240mm 100 m3 0,08 Visor for the pit 36 Manufacturing of farm of visor andpit 1nsr 1,65 37 Arrangement of roof a visor for from the zinced steel 100 m2 1,1 Facade Repair of wall plastering on stone and concrete from the ground and 38 100 m2 19,2 scaffolds with cement-lime mortar with layer thick. Up to 20 mm Plastering of external rectangular lintels on stone and concrete with 39 100 m2 2,7 cement-lime mortar: from ground and scaffolds 40 PКТntТnР oП ПКМКНОs аТtС НОМorКtТvО ПКхКНО pКТnts ( spКttОr) 100 m2 22,2 41 Improved plaster with cement-lime mortar on stone round columns 100 m2 0,3 42 Arrangement of gutter chutes 100m 1,97 43 Mounting of drain pipes 100 m 2,32 44 Installation of waste funnels 1 16 Installation and disassembling of external inventory scaffolds with 45 100 m2 26,9 height up to 16 m pipe-type for miscellaneous finishing works Porch Suspended ceilings of "Armstrong" type on frame from galvanized 46 100 m2 0,71 profile 47 Boarding of cornice ceiling from alucobondon steel profiles240mm 100 m2 0,37 Replacementof a roof an average complexity with wall gutters and 48 100 m2 0,8 overhangs Roof Replacement of roof of average complexity with wall gutters and 49 100 m2 15,94 overhangs 50 Boarding of cornice ceiling from alucobondon steel profiles240mm 100 m2 1,4 Assembly of lighting panel with incoming switch and distribution 51 un. 2 switch the weight of panel up to 15 kg 52 Lamp with four luminescent lampsG13 4x18 W 100 un. 0,69 53 Lamp with two luminescent lamps G13 2x18 IP65 258 100 un. 0,09 Lamp with compactluminescent lamp with protection degreeIP65 54 100 un. 0,23 218W 55 Display lamp "EXIT" 25 W 100 un. 0,03 56 Moisture-proof single-button switch of hidden installation Cariva 100 un. 0,17 57 Double-button switch of hidden installation 100 un. 0,12 58 Assembly of socket Cariva 100 un. 0,42 Laying of cable with copper core with PVC insulation on walls31,5 59 100 m 8 mm2 ()-LS Laying of cable with copper core with PVC insulation on walls32,5 60 100 m 4,2 mm2 ()-LS Delivery of construction materials to the distance of 15 km on truck 61 3,86 KAMAZ, cost of fuel 6,4 somoni 62 Emergency power supply K-303 un. 5 63 Lam with luminescent lamp 18 W un 23 64 Linear luminescent lamp G13,18W un 294 65 StКrtОr 8-220 un 78 66 Branch box for concealed wiring KM-202 un 100 13

67 Box for the concealed installation of switches and sockets K-201 un 77 Receiving -control and guard-fire device "Granit-12" TU 4372-018- 68 un. 1 11858296-01 69 Accumulator battery12V, 7A/hr m. 1 70 Electrooptic fire smoke detector Ipow=9/36(10%)IP 212-41M un. 30 71 Manual fire detector (+10%)IPR-3SU un. 3 72 Light-diode display "EXIT" 30010014Iport=0,025 un. 3 73 Combined warning system Mayak-12 KP un. 5 74 Control device for stub lines UKSh-1 un. 3 Cable with single-wire cores D=0,5 mm with insulation from from the 75 composition of polyethylene with white PVC plastic casing KSPB - 100 m 5 20,5 76 Flexible wire up to 380 V PVC-2x0,75 100 m 1,2 77 Cable PPV-3x1,5 100 m 0,2 78 Universal connection box UK-2P un. 20 79 Pipe flexible gofirovannaya D = 10mm GOFROSHLANG m 620

Meas. No Description Volume unit. Canteen Dismantling works 1 Dismantling of building by brick failure method 3 1120 Earth works Excavation soil in the excavator "dragline" or "backhoe" with bucket 2 200 capacity of 0.65 (0.5-1) m3, group of soils II 3 Backfilling of trenches and pits with ground displacement up to 5 m 3 140 with bulldozers with a capacity of 79 (108) kW (hp), 1 group of soils 3 4 Soil compaction by pneumatic rammer 3 33 5 Reworking of soil by hand 3 24 6 Backfilling of soil manually 3 17 7 Subsoiling ground under the floors, porch and ramp 3 45 Underfloor duct and pit Excavation soil by hand with fastenings in trenches in width to 2 m, 8 10,0 depth to 2 m, group of soil2 3 9 Excavation of pits by hand 3 6,00 10 Arrangement of waste chute 3 2,8 Arrangement of walls and flat bottoms with a thickness of up to 150 11 2,100 mm round structures 3 Foundations 12 Concrete preparation from concrete Kl. B3.5 3 10 Arrangement of ribbon foundations reinforced concrete from concrete 13 51 cl. B15 Fl-1 and Fl-2 3 Arrangement of foundation beam FB-1 reinforced concrete of 14 8 concrete cl. B15 3 15 Arrangement of reinforced from concrete cl. B15 3 1,7 16 Installation output B1, B2 and B3 0,36 Arrangement of horizontal waterproofing of foundations with a 17 50 thickness of 20 mm 2 Waterproofing of walls of the foundations lateral bituminous coating 18 310 in 2 layers along the leveled surface of the butovite 2 Frame and walls Brickwork of exterior walls medium complexity with the height of the 19 65,2 floor up to 4 m 3 Laying of partition with a thickness of 120 mm of brick at a height of 20 152 up to 4 m 2 21 RОТnПorМОЦОnt oП аКХХ ЦКsonrв аТtС Р-1 0,25 Arrangement of monolithic reinforced concrete bridges Prm-1, Prm - 22 3 1,6 2, Prm -3, Prm -4, Prm -5, ПroЦ МonМrОtО МХ.В15 Arrangement of monolithic reinforced concrete columns Km1 and 23 8,1 Km2 from concrete cl. B15 3 24 Arrangement of monolithic reinforced concrete beams Km1 and Km2 3 21,4 14

No Description Meas. Volume from concrete cl. B15 25 Arrangement of overlapping with laying of beams on walls 2 264 26 Brick infill 3 4 Openings 27 Steel-plastic windows Ok-1, Ok-2 and Fr 1 and Fr 2 2 134,1 28 Steel-plastic doors Dn-1 2 34,56 29 Installation of window stools from PVC on stone walls 35 30 Installation of wooden door blocks with the area of opening up to 3m2 2 32 Finishing works (internal) 31 Improved plastering of walls and partitions with cement-lime mortar 2 497 Plastering of the surfaces of window and door lintels on concrete and 32 61,5 flat stone 2 33 Surface filling walls 2 280 34 Improved water-emulsion painting of walls 2 280 35 Lining of walls with ceramic-РrКnТtО tТХОs С=3,45 2 243 Ceilings Suspended ceilings of "Armstrong" type on frame from galvanized 36 240 profile. 2 Floors. PL-1 and PL-2 37 Soil compaction with crashed - stone 2 240 Arrangement of underlying layers of concrete thickness. 100mm of 38 24 concrete cl. B7.5 3 Leveling the screed from a cement-sand mortar B1,5 thickness of 30 39 138 mm 2 40 Arrangement of waterproofing coating layer on bitumen mastic 2 70 Arrangement of heat and sound insulation filling of fine-grained 41 6,8 keramzite concrete. B12.5 in thickness. 40mm 3 Leveling the screed from a cement- 42 sКnН ЦortКr В12,5 tСТМknОss oП 172 40 mm 2 Arrangement of coatings on cement mortar from ceramic tiles for 43 172 floors "Seranit" 2 Arrangement of coatings on cement mortar from ceramic tiles for 44 70 floors 2 Facade 45 Improved plastering of walls with cement-lime mortar 2 200 Pai 46 ntТnР oП ПКМКНОs аТtС НОМorКtТvО ПКхКНО pКТnts 200 (KOROED) 2 47 Lining of sockle with ceramic-granite tiles 2 35,00 48 Covering of porch from ceramic-granite tiles 2 16,00 49 BoКrНТnР oП МornТМО МОТХТnР ПroЦ КХuМoЛonН on stООХ proПТХОs 240ЦЦ 2 195 50 Arrangement of concrete ramp 3 0,4 51 Arrangement of concrete porch Kr-1 and Kr-2 3 2 52 Arrangement of blind concrete cl. B7.5 thickness.125 mm 3 11,36 Roof 53 Installation of wooden rafters and running 3 2,62 Installation of wooden frames of the roof from the beams 54 (rafters and girders, Diagonal leg, stand, ladder, mauerlat, lining, 3 0,568 brace, filly) Fire protection of wooden structures (rafters and girders, Diagonal 55 3 0,568 leg, stand, ladder, mauerlat, lining, brace, filly) 56 Fire protection of the crates under the roof 2 330 57 Arrangement of roof from the zinced steel with lathing beam 2 330 58 Delivery of construction materials to the distance of 15 km on truck 155 Water supply and sewerage System B1 Laying of steel pipes for water and gas pipelines, 1 28 D = 50mm Laying of steel pipes for water and gas pipelines, 2 10 D = 25mm Laying of steel pipes for water and gas pipelines, 3 40 D = 15mm 4 Installation valve D = 50mm pc 1 15

No Description Meas. Volume 5 Installation valve D = 25mm pc 2 6 Installation valve D = 15mm pc 8 7 InstКХХКtТon oП ПКstОnОr 30б6 D=50 ЦЦ pc 1 8 Installation of water heater "Ariston" W = 100L pc 2 9 Installation of mixers pc 6 Sanitary appliances 10 Installation of shower trays of cast iron pc 1 11 Installation of washers pc 1 12 Installation of sink pc 1,0 13 Installation of toilet bowls with siphon pc 1 14 Installation of single washbasin pc 4 15 Installation of traps 100 mm in diameter pc 1 16 Installation of hygienic shower pc 1 17 InstКХХКtТon oП К pКt НrКТn Ø 25 ЦЦ pc 1 18 InstКХХКtТon oП К аКtОr tКp Ø15 ЦЦ pc 5 External water supply networks Arrangement of round wells from assembly reinforced concrete in dry 19 3 2,6 soil Laying of water supply pipelines from pressure polyethylene pipes D 20 30 = 63 mm 21 Installation of valve D = 50mm pc 1 System K1 and K1,1 22 Plastic pipes D = 50mm chelebi plastic 10 23 Plastic pipes D = 100 mm chelebi plastic 40 24 Installation of polyethylene fittings of tees pc 20 25 Installation of polyethylene fittings pc 16 External sewerage networks 26 Arrangement of round assembly reinforced concrete sewage wells 3 2,00 27 Plastic sewer pipes from PVC D = 150 8,00 Delivery of construction materials to the distance of 15 km on truck 28 35 KAMAZ, cost of fuel 6,4 somoni Electric lighting and equipment Assembling works 1 Input-distribution panel with two switches for input of VRU-3-42 pc. 1 2 Distribution cabinet with input switch pc. 1 3 Distribution cabinet with input switch pc. 1 4 AssОЦЛХв oП НТstrТЛutТon pКnОХ 8503-1161-23 pc. 8,0 5 Assembly of lighting panel with incoming switch and distribution pc. 1 switch the weight of panel up to 40 kg 6 Box with step-down transformer YaTP-220/12 pc. 1 7 Lamp with compact luminescent lamp with protection degreeIP65 pc. 6 Д160-218В 8 Lam with luminescent lamp G13 2x18 W pc. 5 9 Lam with luminescent lamp G13 2x186 W pc. 17 10 Display lamp "EXIT" 25 W pc. 2 11 Lam with luminescent lamp G13 2x36 W pc. 8 12 Cariva -Hidden single-key switch Cariva pc. 4 13 Hidden installation single-key switch moisture-proof Cariva pc. 1 14 Hidden installation single-key switch moisture-proof Cariva pc. 1 15 Double-button switch of hidden installation pc. 4 16 Assembly of socket Cariva pc. 19 17 Assembling of wires with copper conductors 210 18 Cable laying with copper conductors with PVC insulation on the walls 720 19 Plastic pipe 165 20 Steel strip D = 40x4 mm 40 21 Delivery of construction materials to the distance of 15 km on truck KAMAZ, cost of fuel 6,4 somoni t 5,86 Fire alarm Section 1. Materials and equipment’s, supplied by the Client 1 Receiving -control and guard-fire device "Granit-5" TU4372-018- pc. 1 11858296-01

No Description Meas. Volume 2 Accumulator battery12V, 7A/hr compl. 1 3 EХОМtrooptТМ ПТrО sЦokО НОtОМtor Ipoа=9/36В(10%) IP 212-41M pc. 9 4 Fire detector heat targeted S2000-IP-03 pc. 2 5 pc. 2 Manual fire detector (+10%) IPR-3SU 6 Light-НТoНО НТspХКв "EXIT" 30010014Iport=0,025А pc. 2 7 Combined warning system Mayak-12 KP pc. 5 8 Control device for stub lines UKSh-1 pc. 1 9 Cable with single-wire cores D=0,5 mm with insulation from the 100 20 composition of polyethylene with white PVC plastic casing KSPB - 20,5

4. POTENTIAL IMPACTS AND MITIGATION MEASURES

28. Potential impacts of proposed additional activities and relevant mitigation measures are described in Table 2 below.

Table 2. Potential impacts of the prosed activities and mitigation measures

Potential impacts Mitigation measures Temporary increase of Ensure that the maximum and equivalent noise levels comply with sanitary background noise and regulations. (max 55 dB for residential houses and educational vibration due construction establishment) works Monitor and address complaints about the noise level.

Construction works (including drilling works) will be limited to restricted times agreed to in the permit – from 7am to 18 pm in week days and from 8am to 16 pm on Saturday. No works at night time, Sunday and holidays are allowed.

The proposed works includes only drilling equipment for walls (for installation of windows, doors, radiators) which will not cause vibration Creation of dust Ensure that the quality of air at construction sites is in line with sanitary emissions and volatile norms and regulations. organic compounds at construction sitewhile Monitor dust emissions to ensure emissions are minimized. dismantling work, transportation of Monitor and address complaints about dust / volatile organic compounds and construction materials other pollutants and waste Construction works will be limited to restricted times times (working days of week, the hours of 7-00 am to 6-00 pm)

Providing the construction workers with suitable personal protective equipment (respirators)

There will be no open burning of construction / waste material at the site There will be no excessive idling of construction vehicles at sites

Keep surrounding environment (side-walks, roads) free of debris to minimize dust

Suppress dust during pneumatic drilling/wall destruction by ongoing water spraying and/or installing dust screen enclosures at site Construction and Waste disposal facilities are available. demolition waste Boxes for construction debris will be installed in the site.

The construction and demolition waste will be disposed according 17

to general EMP requirements and Waste Management Plan to be prepared as part of the SEMP

Construction waste will be collected and disposed properly by licensed collectors

Timely sorting of rehabilitated and removing construction waste in an organized way, and disposal them on an authorized land field

Mineral construction and demolition wastes will be separated from general refuse, organic, liquid and chemical wastes by on-site sorting and stored in appropriate containers

Dispose off waste appropriately to prevent pollution of soil and groundwater

The approach to handling sanitary wastes and wastewater from building sites (installation or reconstruction) must be approved by the local authorities

Recycle valuable materials within the project or sold.

Aim to minimize waste through reducing and re-using (packaging) material

Do not allow any burning or burying of waste on site.

Prevent littering by construction staff at work sites by providing bins or waste bags in sufficient locations.

The records of waste disposal will be maintained as proof for proper management as designed;

Whenever feasible the contractor will reuse and recycle appropriate and viable materials. Toxic / hazardous waste Temporarily storage on site of all hazardous or toxic substances will be in management safe containers labeled with details of composition, properties and handling information The containers of hazardous substances should be placed in an leak-proof container to prevent spillage and leaching The wastes will be transported by specially licensed carriers and disposed in a licensed facility Paints with toxic ingredients or solvents or lead-based paints will not be used Soil contamination due Construction materials that can impact the soil should be kept in a special to accidental spillage premise or in concrete ground. • Contractor's personnel works in such a way as to avoid erosion and soil contamination and avoid subsidence, as well as contamination of the water flumes and irrigation canals; • All measures on protection of soil erosion and contamination will be carried out in accordance with the contract and the Engineer's instructions; • The vegetation layer on the territory of the structure will be immediately restored if it is damaged. Asbestos containing Ensure that the standard practice of handling existing asbestos containing materials (ACM) materials is used to remove and decommission asbestos containing roofing materials.

ACM will not be used as a roofing new material in construction works of building.

Any existing ACM to be handled and disposed according to the ACM management plan

Health and labor safety  The local construction and environment inspectorates have been (occupational hazards) – during construction and notified of upcoming activities operation  All legally required permits have been acquired for construction and/or rehabilitation  All work will be carried out in a safe and disciplined manner designed to minimize impacts on neighboring residents and environment.  Workers will comply with international good practice - providing the construction workers with suitable personal protective equipment (always hardhats, as needed masks and safety glasses, harnesses and safety boots)  Appropriate signposting of the sites will inform workers of key rules and regulations to follow. Following plans to be developed for construction and operation phases of the project: Emergency Response Plan and Health and Safety Plan Direct or indirect hazards Transport along the highway of Dustii halkho str. consists of private cars to public traffic and and public transport, as well as taxis, minibuses, trucks. The amount of pedestrians by transport is quite large construction activities Contractor will observe the necessary precautions (speed limit, working hours from 7 am to 6 pm), will monitor the exhaust gas content of its own vehicle fleet.

In compliance with national regulations the contractor will insure that the construction site is properly secured and construction related traffic regulated. This includes but is not limited to: Signposting, warning signs, barriers and traffic diversions: site will be clearly visible and the public warned of all potential hazards Traffic management system and staff training, especially for site access and near-site heavy traffic. Adjustment of working hours to local traffic patterns, e.g. avoiding major transport activities during rush hours

4.1. Site-specific Environmental Management plans (SSEMP) to be prepared by the Contractor

29. The general Environmental Management plan (EMP) for all project sites is approved as part of Initial Environmental Examination (IEE) endorsed by State Environmental Committee of the Republic of Tajikistan and general management measures that apply to this sub-project should be followed by the Contractor.

30. In addition, the Contractor should prepare the following Site-specific Environmental Management plans (SSEMP): - Waste Management and Disposal Plan;

- Demolition Management Plan; - Emergency Response Plan; - Health and Safety Protection Plan; - Plan for the consideration of complaints; - Dust Control Plan; - Noise Management Plan; - ACM Management Plan; - Traffic and Road Safety Management Plan.

Environmental Safeguards Due Diligence Report

Project number: 46535-001 Grant 0452/53/3309 Date: March 2018

Republic of Tajikistan: Strengthening Technical and Vocational Education and Training

“MOLME/SH/CW01-01-A” - RESTORATION OF THE TECHNICAL VOCATIONAL CONSTRUCTION LYCEUM IN DUSHANBE

March 2018

CONTENTS I. INTRODUCTION 4 1.1. Justification of the site 4 II. DEFINING THE BORDERS 5 2.1. Current condition of the site 5 2.2. Location of the objects and access to the site 5 III. CONSTRUCTION ACTIVITY 8 3.1. Types of civil works 8 IV POTENTIAL IMPACTS AND MITIGATION MEASURES 16 4.1. Site-specific Environmental Management plans (SSEMP) to be 19 prepared by the Contractor

ABBREVIATIONS 1 ADB Asian Development Bank 2 А Asbestos containing materials 3 ALC Adult Learning Center 4 CM Complaint Mechanism 5 EIA Environmental impact assessment 6 EMP Environmental Management Plan 7 FLM Fuel and lubrication materials 9 GFS Gypsum-fiber sheets 10 LLC Limited Liability Company 11 MFC Microfinance company 12 MOLME Ministry of Labor, Migration and Employment of the Republic of Tajikistan 13 PAG Project Administration Group 14 SI State institution 15 SSEMP Site-specific Environmental Management Plan 16 TVCL Technical Vocational Construction Lyceum in Dushanbe 17 TVET Technical and Vocational Education and Training 18 WMP Waste Management Plan

I. INTRODUCTION 1.1. Justification of the site

2. Over the years of independence, the management of the Government has made efforts to develop the education sector and training of highly qualified specialists for various industries.

3. 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.

4. The proposed Project on Strengthening Technical and Vocational Education and Training (Project) will have an impact on national workforce 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.

5. The outcome of the Project will be a more effective, efficient, quality-assured, and flexible system for the delivery of technical vocational training. The project includes the achievement of five outputs, namely: (i) modernization of the methodology of the TVET system; (ii) improving the physical conditions of training institutions; (iii) increasing the volume and quality improvement of TVET delivery; (iv) expansion of equal access to TVET; and (v) strengthening the leadership and management of the TVET system.

6. In November 2015, a Grant Agreement was signed between the Republic of Tajikistan and ADB on project financing.

7. A general IEE/ EMP for the overall project was prepared and approved by September 2015. The project has been classified as category B in accordance with ADB's Safeguard policies.

8. As part of this Project, the Ministry of Labor, Migration and Employment of the Republic of Tajikistan shall sign a contract "MOLME/SH/CW01/01" with the construction firm for the rehabilitation of two buildings within the Technical Vocational Construction Lyceum campus in Dushanbe.

9. The Contractor will undertake, in accordance with this contract, professionally and qualitatively, the rehabilitation works of the Technical Vocational Construction Lyceum in Dushanbe within the terms provided for in the Contract to be awarded.

10. The Environmental Management Plan (EMP), which is part of the IEE, is general and wide- ranging and covers all possible consequences associated with the project. Therefore, the Contractor is required to develop a Site-specific Environmental Management Plan (SSEMP) prior to the commencement of construction works.

11. The main objective of the plan is to document how the environmental mitigation measures and required management plans proposed for rehabilitating the project site will be brought into line with the project commitments.

12. 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 23

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. DEFINING THE BORDERS

2.1. Current condition of the site 13. The buildings to be rehabilitated are the (i) production and educational building and the (ii) dormitories (one unit) of this Lyceum, which are not currently being occupied or in use. Due to the poor inadequate condition, the buildings needs proper repair and reconstruction.

2.2. Location of objects and access to the site

14. The Technical Vocational Construction Lyceum is located in the Firdavsi district of Dushanbe city, in Borbad avenue, house 42 (Zone 3 in Figure 1). The educational building of the lyceum will become the main venue for all student classes/studies.

Fig.1. The rehabilitated facility is located in area 3 (A.Firdavsi district), Dushanbe

15. Figure 2 below presents a view of the facilities to be rehabilitated - the production and educational building, and one of the three dormitories that will undergo repairs and rehabilitation.

Fig. 2. – Buildings of Technical Vocational Construction Lyceum in Dushanbe: Dormitory and Production and education building

16. Transportation of equipment and construction materials will be done using Borbad street and Jami avenue. The contractor has to establish warning signs at appropriate points (at least at the distance 20 m before construction site) during conduction of rehabilitation works and observe requirements to ensure traffic and pedestrian safety.

17. Figure 3 below shows the project boundaries and other receptors located close to the site, as well as access roads.

Figure 3. Aerial photo of the training building (N1) and surrounding facilities/structures: 1. Production workshops- facility to be rehabilitated 2. Dormitory buildings, one corpus- facility to be rehabilitated 3. Administrative and Educational buildings of Lyceum. 4. Main access road - st. Borbad 5. Enterprise of heat networks in Dushanbe 6. FТtnОss МОntОr “OrКnРО” 7. Private house 8. Tenement house.

18. Buildings to be rehabilitated are located approximately 50-100m from the nearest residential quarters.

On the North side of the Lyceum are:  Residential private houses at a distance of 100- 200 m On the South side there are:  The Enterprise of thermal networks of Dushanbe - 50-100 m On the West side, across the main road Borbad, there are:  Residential apartment buildings at a distance 130-150 m. From the East side there are:  FТtnОss CОntОr “OrКnРО” Кt К НТstКnМО 40-70 m and the Mountain College.

19. There is no need for arrangement for a working camp, as all workers are local.

20. Construction waste at the site should be placed at the nearest waste storage facilities which are located at a distance of about 5 km from the site. For this purpose, the contractor has to 26

make agreements with the local communal housing services of Dushanbe and take appropriate permits.

III. CONSTRUCTION ACTIVITY 3.1. Types of civil works

21. The following construction activities are envisaged for the rehabilitation of the Construction Lyceum in Dushanbe (Table 1):

Table 1. Types of rehabilitation works for renovation of a Technical Vocational Construction Lyceum in Dushanbe

Description of works Measurement Quantity unit Section 1. Materials and equipment 1. Intake and control and security fire device "Granite-2" TU4372-018- pc 1 11858296-01 2. Rechargeable battery 12V, 7A / h set 1 3. Smoke, optic-electronic detector ILIT = 9 / 36В (10%) И 212-41 pc 6 4. Fire heat and fire manual detector (+ 10%) IPR-3SU pc 18 5. LED НТspХКв "EXIT" 30010014Iport = 0,025А pc 7 6. Sounder, combined Mayak-12KP pc 10 7. The control device of plumes UKSH-1 pc 1 8. Cable with single-core conductors D = 0.5 mm with insulation from 100 m 3,3 a composition of polyethylene with a sheath of white PVC plastic KSPV - 2x0.5 9. Flexible wire up to 380V PVS-2x0.75 100 m 2,5 10. CКЛХО В-31,5 100 m 0,2 11. Universal connecting box, UK-2P pc 10 Section 1. Installation works 12. Shield for distribution point PR8503-1161-2UHL3 pc 1,0 13. Installation of the lighting panel with an input switch and automatic pc 1 distribution, the weight of the shield up to 40 kg. 14. Distribution cabinet with an input switch SHCHRN-18 pc 3 15. Box with step-down transformer YATP-0,25 pc 4 16. Luminaire with two fluorescent lamps G13 2x18 W КnН IP65 258 100 pc 0,76 W 17. Luminaire with one fluorescent lamp RKL 218-1x18 100 pc 0,11 18. Lamp indicator, luminaire "EXIT" 25 W 100 pc 0,04 19. Hidden single-key switch Cariva 100 pc 0,33 20. Hidden two-key switch Cariva 100 pc 0,02 21. Installation of Cariva outlet 100 pc 0,3 22. Cable laying with copper conductors with PVC insulation on the 100m 15,1 walls 23. Plastic pipe D = 32 mm 100 m 3,1 24. Steel strip D = 40x4 mm 100 m 2,6 25. Knife switch for current up to 250 A pc 1 26. Three-phase counter pc 1 27. Delivery of construction materials at a distance of up to 15 km by t 4,35 car with lifting capacity up to 15 t 28. InstКХХКtТon oП rКНТКХ КnН Нust ПКns Пor аooН Нust КnН sКаНust №6,3 pc 1 аТtС tСО ОnРТnО №11kаt n = 1500 rpЦ CPU7-40 29. InstКХХКtТon oП НuМt ПКns №4 аТtС tСО ОnРТnО №1,1kW n = 1500 rpЦ pc 3 UNIVENT-4-4-2 30. InstКХХКtТon oП НuМt ПКns №4 аТtС tСО ОnРТnО №0,75 kW n = 1500 pc 2 rpm UNIVENT-4-4-1 31. Installation of an axial fan with an engine N = 0.069 kW, n = 1320 pc 2 rpЦ. АW200E4- В1, В2 27

Ventilation Systems P1, P1, P2-П6 32. Galvanized air duct, thickness 0,7mm, sec.400x400mm 100 m2 0,22 33. Galvanized air duct, thickness 0,7mm, sec.400x300mm 100 m2 0,14 34. Galvanized air duct, thickness 0,7mm, sec.400x250mm 100 m2 0,12 35. Galvanized air duct, thickness 0,7mm, sec.400x250mm 100 m2 0,18 36. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6 ЦЦ Ø250250ЦЦ 100 m2 0,09 37. GalvanТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø150150 ЦЦ 100 m2 0,01 38. InstКХХКtТon oП rОРuХКtТon НКЦpОr 400400 1 pc 5 39. InstКХХКtТon oП rОРuХКtТon НКЦpОr 400250 1 pc 2 40. InstКХХКtТon oП rОРuХКtОН sХТt РrКtТnР 2002 sОМ.400200 set 24 41. Installation of stationary grate, sec.150x490 set 21 42. FХОбТЛХО ТnsОrt to tСО ПКn В.00.000-08 pc 7 43. Flexible insert to the fan .00.000-08 pc 7 44. Installation of metal for fixing the duct 100 kg 0,7 45. Air pressure measuring pockets pc 14 46. Supply and exhaust air ducts with insulation with mineral wool 1 m3 6 47. Cover layer - aluminum foil 100 m2 1,2 System В1-В6 48. Galvanized air duct, thickness 0,7mm, sec.400x400mm 100m2 0,05 49. Galvanized air duct, thickness 0,7mm, sec.400x300mm 100 m2 0,15 50. Galvanized air duct, thickness 0,7mm, sec.400x250mm 100 m2 0,1 51. GКХvКnТzОН КТr НuМt, tСТМknОss 0,7ЦЦ, sОМ.300250ЦЦ 100 m2 0,1 52. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø250250ЦЦ 100 m2 0,06 53. InstКХХКtТon oП rОРuХКtТon НКЦpОr 400400 pc 3 54. InstКХХКtТon oП rОРuХКtТon НКЦpОr 400250 pc 2 55. Installation of muffler GShP-4 with 1m length pc 5 56. FХОбТЛХО ТnsОrt to tСО ПКn В.00.000-03 pc 2 57. FХОбТЛХО ТnsОrt to tСО ПКn .00.000-01 pc 2 58. FХОбТЛХО ТnsОrt to tСО ПКn В.00.000-08 pc 3 59. FХОбТЛХО ТnsОrt to tСО ПКn .00.000-08 pc 3 60. Installation of rОРuХКtОН sХТt РrКtТnР 2002 sОМ.200200 unit 8 61. InstКХХКtТon oП rОРuХКtОН sХТt РrКtТnР 2002 sОМ.200200 unit 12 62. InstКХХКtТon oП stКtТonКrв РrКtО, sОМ.150490 unit 15 63. Installation of metal for fixing the duct 100 kg 0,62 64. Air pressure measuring pockets pc 10 Systems АС1 65. Galvanized air duct, thickness 1,5 mm sec.125 mm 100 m2 0,19 66. Galvanized air duct, thickness 1,5 mm sec.140 mm 100 m2 0,03 67. Galvanized air duct, thickness 1,5 mm sec.160mm 100 m2 0,05 68. Galvanized air duct, thickness 1,5 mm sec.180mm 100 m2 0,05 69. Galvanized air duct, thickness 1,5 mm sec.225 mm 100 m2 0,1 70. Galvanized air duct, thickness 1,5 mm sec.250mm 100 m2 0,12 71. Galvanized air duct, thickness 1,5mm sec.355mm 100 m2 0,29 72. Steel unheated slide valve T125 pc 5 73. SteОХ unСОКtОН sХТНО vКХvО 140 pc 6 74. StООХ unСОКtОН sХТНО vКХvО 160 pc 1 75. StООХ unСОКtОН sХТНО vКХvО to tСО ПКn 7-40№6,3 МorruРКtОН pc 1 aspiration hose, thickness 2mm 76. Air pressure measuring pockets pc 6 77. Cleaning hatch pc 12 78. The flap valve to the axial fan pc 2 System ВЕ 79. Installation of deflectors with a diameter of pipe header of 315 mm pc 7 80. InstКХХКtТon oП МОТХТnР РrТХХОs, sОМ. А500500 unit 4 81. InstКХХКtТon oП МОТХТnР РrТХХОs, sОМ. А400400 unit 2 82. Installation of exhaust ventilation ducts unit 7 83. Delivery of construction materials at a distance of 15 km t 7 Section 1. System В1 28

84. Laying of steel pipes for water and gas pipelines, D = 50mm 100 m 0,6 85. Laying of steel pipes for water and gas pipelines, D = 25mm 100 m 0,2 86. Laying of steel pipes for water and gas pipelines, D = 15mm 100 m 0,25 87. Installation of valve 15x8p, D = 50mm 1pc. 1 88. Installation of valve 15x8p, D = 25mm 1 pc 1 89. Installation of valve 15x8p, D = 15mm 1 pc 3 90. Installation of cast iron valves with a diametОr oП 50 ЦЦ 30б6 1pc. 1 91. InstКХХКtТon oП К pОt НrКТn vКХvО Ø15 ЦЦ 1 valve 1 92. InstКХХКtТon oП К аКtОr tКp Ø15 ЦЦ 1 tap 2 93. Installation of water heater "Ariston" W = 50 l 10 sets 0,1 94. Installation of faucets 10 pc 0,2 95. Installation of fire plug with a diameter of 50 mm 1 plug 4 96. Installation of washbasin "Tulip" with bottle siphon and faucet 10 sets 0,2 97. Plastic pipes D = 50mm Hakan SILENTA 100 m 0,08 98. Delivery of construction materials at a distance of 15 km t 2 Dismantling works 99. Dismantling of brick walls 1 m3 8,2 100. Dismantling of wooden fillings of window openings with sill boards 100 m2 0,7956 101. Dismantling of wooden fillings of doorway openings 100 m2 0,13 102. Masonry of individual sections of brick walls and sealing of 1 m3 16 openings in brick walls 103. Beating the plasters off ceilings 100 m2 4,865 Openings 104. Metal-plastic windows O-1 m2 88,54 105. Metal-plastic doors m2 18,6 106. Installation of window boards made of PVC in stone walls 100 m2 0,451 107. Installation of metal doors with the area of door opening up to 2.5 1 m2 14,16 m2 Flooring Washing-house 108. Arranging of leveling the screed of cement-sand mortar M150 with 100 m2 0,1523 thickness of 30 mm 109. Arranging of waterproofing adhesive tape by roll materials on 100 m2 0,1523 mastic, bituminoid the 1st layer 110. Arranging of waterproofing adhesive tape by roll materials on 100 m2 0,1523 mastic, bituminoid the subsequent layer 111. Arranging of leveling the screed of cement-sand mortar M150 with 100 m2 0,1523 thickness of 20 mm 112. Arranging of coatings on cement mortar from ceramic tiles 100 m2 0,1523 113. Arranging of plinths from ceramic tiles 100 m2 0,22 Corridor and laboratory 114. Arranging of leveling the screed of cement-sand mortar M150 with 100 m2 1,34 thickness of 50 mm 115. Arranging of flooring by Seranith tiles 100 m2 1,34 116. Arranging of plinths from Seranith tiles 100 m2 0,93 Sections 117. Arranging of the underlying layers from crushed stone 1 m3 10,0 118. Arranging of underlying layers from concrete 1 m3 6,59 119. Arranging of leveling the screed of cement-sand mortar M150 with 100 m2 3,58 thickness of 40 mm 120. Arranging of concrete screeds with 20 mm thickness 100 m2 3,58 121. Grinding of concrete coatings 100 m2 3,58 Finishing works interior 122. Repair of plasters of smooth facades on stone and concrete from 100 m2 10,24 the ground and timber with cement-lime mortar: layer thickness up to 20 mm, with repair area up to 20 m2 123. Plastering of the surfaces of window and door slopes on concrete 100 m2 0,83 and flat stone 124. Crack-filling of the surface of walls 100 m2 9,9 29

125. Crack-filling of surface of flat door and window slopes 100 m2 0,675 126. Improved water-emulsion painting of walls, partitions and slopes 100 m2 10,57 127. Cladding of bathroom walls with ceramic tiles 100 m2 0,59 128. Installation of frame elements from the bar for the casing of ceilings 1 m3 0,1 129. Sheathing of ceilings made of plastic 100 m2 0,1547 130. Solid leveling of ceilings (single-layer plastering) from dry 100 m2 4,865 mixes up to 7mm thickness 131. Crack-filling of the surface of ceilings 100 m2 4,865 132. Improved water-emulsion painting of ceilings 100 m2 4,865 exterior 133. Repair of plasters of smooth facades on stone and concrete from 100 m2 3,87 the ground and lumber with cement-lime mortar: layer thickness up to 20 mm, with repair area up to 20 m2 134. Plastering of the surfaces of window and door slopes on concrete 100 m2 0,42 and flat stone 135. PКТntТnР oП ПКМКНОs аТtС НОМorКtТvО ПКхКНО pКТnts (НozСНТk tвpО) 100 m2 4,29 Apron-1, -2, -3 136. Arranging of shape of apron t. 0,410 137. Installation of wooden frames of the roof from the beams 1 m3 0,14 138. Arranging of roof aprons from galvanized steel 100 m2 0,18 139. Sheathing of ceiling aprons from alucobond on metal profile 100 m2 0,22 2x40mm 140. Arranging of gutter chutes 100 m2 0,88 141. Installation of drainpipes 100 m2 0,16 142. Installation of waste funnels pc 4 143. Installation and dismantling of external inventory lumbers with a 100 m2 3,87 height of up to 16 m, tubular ones for other finishing works 144. Delivery of construction materials on the distance of 15 km t 75 Dismantling works 145. Piercing of openings in brick structures 1 m3 2,09 146. Dismantling of wooden fillings of window openings with sill boards 100 m2 0,27 147. Dismantling of wooden fillings of doorway openings 100 m2 0,35 148. Dismantling of plank floor 100 m2 3,44 149. Dismantling of skirting boards from wooden materials 100 m2 3,2 150. Dismantling of tiles laid on a solution 100 m2 0,606 151. Fixing of plasters of ceilings 100 m2 4,04 152. Removal of construction debris for a distance of 15 km t 25,0 Repair works 153. Masonry of individual sections of brick walls and sealing of 1 m3 0,916 openings in brick walls 154. Metal-plastic windows m2 139 155. Installation of window boards from PVC in stone walls 100m 1,06 156. Installation of metal doors with a door opening area up to 2.5 m2 1m2 5,46 157. Installation of wooden door blocks with an opening area of up to 100 m2 0,27 3m2 Flooring Shower rooms and toilets 158. Arranging of leveling the screed of cement-sand mortar M150 with 100 m2 0,043 thickness of 30 mm 159. Arranging of coatings on cement mortar from ceramic tiles 100 m2 0,043 160. Arranging of the underlying layer of concrete under the genoa bowl 1m3 0,25 Corridors 161. Arranging of leveling the screed of cement-sand mortar M150 with 100 m2 0,654 thickness of 30 mm 162. Arranging of flooring by Seranith tiles 100 m2 0,65 163. Arranging of plinths from Seranith tiles 100 m2 0,50 Rooms 164. Laying of log on brick posts 100 m2 3,44 flooring 165. Arranging of coatings from boards, thickness 37mm 100 m2 3,44 30

166. Arranging of wooden plinth 100 m 2,72 167. Improved oil painting of the floors 100 m2 3,44 Finishing works (interior) 168. Repair of plasters of smooth facades on stone and concrete from 100 m2 8,11 the ground and timber with cement-lime mortar: layer thickness up to 20 mm 169. Plastering of the surfaces of window and door slopes on concrete 100 m2 0,79 and flat stone 170. Crack-filling of the surface of walls 100 m2 8,11 171. Crack-filling of surface of flat door and window slopes 100 m2 0,79 172. Improved water-emulsion painting of walls, partitions and slopes 100 m2 8,9 173. Cladding of bathroom and toilet walls with ceramic tiles 100 m2 0,204 174. Installation of frame elements from the bar for the casing of ceilings 1 m3 0,1 175. Sheathing of ceilings made of plastic 100 m2 0,043 176. Solid leveling of ceilings (single-layer plastering) from dry 100 m2 4,05 mixes up to 7mm thickness 177. Crack-filling of the surface of ceilings 100 m2 4,05 178. Improved water-emulsion painting of ceilings 100 m2 4,05 Exterior 179. Repair of plasters of smooth facades on stone and concrete from 100 m2 8,34 the ground and lumber with cement-lime mortar: layer thickness up to 20 mm, with repair area up to 20 m2 180. Plastering of the surfaces of window and door slopes on concrete 100 m2 0,78 and flat stone 181. PКТntТnР oП ПКМКНОs аТtС НОМorКtТvО ПКхКНО pКТnts (НozСНТk tвpО) 100 m2 9,12 Socle 182. Repair of plasters of smooth socles on stone and concrete from 100 m2 0,6 the ground with cement-lime mortar: layer thickness up to 20 mm, with repair area up to 20 m2 183. Coloring of socle on the prepared silicone surface 100 m2 0,6 184. Facing of staircase, steps and risers by granite tiles 100 m2 0,15 185. Installation and dismantling of external inventory lumbers with a 100 m2 8,34 height of up to 16 m, tubular ones for other finishing works 186. Delivery of construction materials on the distance of 15 km. t 159 187. Section 1. Installation works 188. Input device VRU-1D1250-100 pc 1 189. SаТtМСРОКr НОvТМО В-1Д-250-219 pc 2 190. Distribution cabinet with an input switch SHCHRN-18 pc 1 191. Installation of the lighting panel with an input switch and automatic pc 4 distribution, the weight of the shield up to 40 kg. 192. Box with step-down transformer YATP-0,25 pc 1 193. Luminaire with compact fluorescent lamp with IP65 degree of 100 pc 0,08 protection, SD160-2x18W 194. Luminaire with two fluorescent lamps G13 2x18 W 100 pc 0,07 195. Chandeliers and suspensions with the number of lamps up to 5 pc 16 196. Luminaire with 4 fluorescent lamps G13 4x18 W 100 pc 0,12 197. Fixture for incandescent lamps, ceiling or wall-mounted with screw 100 pc 0,17 fixing for rooms with normal environmental conditions - single-lamp 198. Lamp indicator, luminaire "EXIT" 25 W 100 pc 0,03 199. Hidden single-key switch Cariva 100 pc 0,4 200. Installation of Cariva outlet 100 pc 0,96 201. Cable laying with copper conductors with PVC insulation on the 100m 21,9 walls 202. Installation of wires with copper conductors MF 6.16 and 35m2 100 m 1,3 203. Plastic pipe D = 40 mm 100 m 4,8 204. Steel strip D = 40x4 mm 100 m 1,2 205. Delivery of construction materials at a distance of up to 15 km by t 5,86 car with lifting capacity up to 15 t Section 1. Materials and equipment supplied by the customer. 31

206. Intake and control and security fire device "Granite-2" TU4372-018- pc 1 11858296-01 207. Rechargeable battery 12V, 7A / h set 1 208. Smoke, optic-ОХОМtronТМ НОtОМtor И = 9 / 36В (10%) И 212- pc 48 41 209. Fire detector, thermal IP101-1A pc 8

210. Fire heat and fire manual detector (+ 10%) IPR-3SU pc 5 211. LED НТspХКв "EXIT" 30010014Iport = 0,025А pc 5 212. Sounder, combined Mayak-12KP pc 6 213. The control device of plumes UKSH-1 pc 3 214. Cable with single-core conductors D = 0.5 mm with insulation from 100 m 4,8 a composition of polyethylene with a sheath of white PVC plastic KSPV - 2x0.5 215. Flexible wire up to 380V PVS-2x0.75 100 m 2,2 216. CКЛХО В-31,5 100 m 0,2 217. Universal connecting box, UK-2P pc 20 Section 1. Heating unit 218. Installation of steel sliding valve, D = 80mm ZKL2-6 1pc 2 219. Installation of cast iron slide valve, D = 80mm 3x6Br 1pc 2 220. Installation of cast iron slide valve, D = 50ЦЦ 36 1pc 4 221. Installation of water meter D = 32 mm VKSG-32 1 1 222. Installation of a mud collector for a pipe D = 50mm 1pc 1 223. Installation of the monometer MTP-160-16 1 set 4 224. Installation of thermometer P-5-1-240-253 1 set 4 225. Installation of a three-way valve for a manometer of 14 M 1-b 1 set 4 226. Mounting of the frame for the thermometer 1 set 4 227. Installation of shut-off coupling valve D = 25mm 15kx18p 1 pc 4 228. CoЦЛ D = 1254ЦЦ ХОnРtС 0,8Ц pc 2 Section 2. Heating 229. Installation of air handling unit with electric heater, filter, radial fan, 1 unit 1 with insulation and with control panel MPA 1800E3 230. InstКХХКtТon oП rКНТКХ ПКn №4 аТtС tСО ОnРТnО №1,1kW n = 1500 rpЦ unit 1 В-80-75 231. Installation of an axial fan with an engine N = 0.12 kW, n = 1500 unit 1 rpm. B-6-300-3.15 232. InstКХХКtТon oП rКНТКХ ПКn №4 аТtС tСО ОnРТnО №0,37 kW n = 1000 unit 2 rpm UNIVENT-4-6-2 233. Installation of an axial fan with an engine N = 0.069 kW, n = 1320 unit 8 rpЦ. АW200E4- В1, В2 234. Installation of wall-mounted air conditioning split system MB 5,3SE- 10 units 2 R4 235. Installation of wall-mounted air conditioning split system K2 MV2.6 10 units 5 SE-R4 Armature Block B 236. InstКХХКtТon oП МКst Тron sХТНО vКХvО D = 50ЦЦ 3б6 1 pc 2 237. Installation of manual balancing valve D = 25mm 1 pc 10 238. Installation of manual balancing valve D = 20mm 1 pc 2 239. Installation of ball valve D = 15mm 1 pc 68 240. Installation of a valve with a thermal head D = 15mm 1 pc 68 241. Installation of a drain cock D = 15mm 9B10bk 1 pc 30 242. Installation of valve D = 40mm 1 pc 4 243. Installation of valve D = 25mm 1 pc 10 244. Installation of valve D = 20mm 1 pc 2 Armature Block B 245. InstКХХКtТon oП МКst Тron sХТНО vКХvО D = 50ЦЦ 3б6 1 pc 2 246. Installation of manual balancing valve D = 25mm 1 pc 8 247. Installation of manual balancing valve D = 20mm 1 pc 1 248. Installation of ball valve D = 15mm 1 pc 64 249. Installation of a valve with a thermal head D = 15mm 1 pc 64 32

250. Installation of a drain cock D = 15mm 9B10bk 1 pc 26 251. Installation of valve D = 40mm 1 pc 4 252. Installation of valve D = 15mm 1 unit 2 253. Installation of valve D = 25mm 1 pc 10 254. Installation of valve D = 20mm 1 pc 2 Materials Block B 255. Installation of radiators 100 kW 1,46 256. Steel pipe suitable for water and gas D = 50mm 100 m 0,17 257. Steel pipe suitable for water and gas D = 40mm 100m 0,84 258. Steel pipe suitable for water and gas D = 32mm 100 m 0,6 259. Steel pipe suitable for water and gas D = 25mm 100 m 2,7 260. Steel pipe suitable for water and gas D = 20mm 100 m 0,8 261. Steel pipe suitable for water and gas, D = 15mm 100 m 2,92 262. Painting of pipelines with oil paint for 2 times 100 m2 2,5 Insulation by cylinders Anticorrosive layer 263. Priming of steel pipes GF-021 100 m2 0,4 264. Oily bituminous anticorrosive layer of steel pipes for 2 times 100 m2 0,59 Base layer 265. Thermal insulation, main layer from mineral wool reinforced from 1 m3 2,45 the outside Cover layer 266. Covering of the surface of pipeline insulation with galvanized steel 100 m2 0,59 Ventilation SвstОЦ 1 267. GКХvКnТzОН КТr НuМt, tСТМknОss 0,7ЦЦ, sОМ.600250ЦЦ 100m2 0,12 268. GКХvКnТzОН КТr НuМt, tСТМknОss 0,7ЦЦ, sОМ.250250ЦЦ 100m2 0,04 269. GalvanizeН КТr НuМt, tСТМknОss 0,7ЦЦ, sОМ.400250ЦЦ 100m2 0,07 270. Installation of stationary grate, sec.150x490 1 grate 4 271. InstКХХТnР oП КТr РrКtТnР А4 sОМ.600200 1 grate 2 272. InstКХХТnР oП КТr РrКtТnР А4 sОМ.400200 1 grate 4 273. Installation of regulation damper 600250 1pc 1 274. Installation of metal for fixing the duct 100 kg 0,22 275. Supply and exhaust air ducts with insulation with mineral wool 1 m3 3 276. Cover layer - aluminum foil 100 m2 0,48 System В1 277. Galvanized air duct, thickness 0,7mm, sec.400 mm 100m2 0,3 278. InstКХХКtТon oП rОРuХКtТon НКЦpОr 400 pc 1 279. Installation of muffler GShP-4 with 1m length pc 1 280. Supply and exhaust air ducts with insulation with mineral wool 1 m3 2 281. Cover layer - aluminum foil 100 m2 0,3 282. Air pressure measuring pockets pc 2 283. Installation of a canopy made of galvanized sheet steel ZP. 00.000- pc 1 03 284. Installation of metal for fixing the duct 100 kg 0,14 Systems В2, В3 285. Galvanized air duct, thickness 0,7mm, sec.400x400mm 100m2 0,04 286. Galvanized air duct, thickness 0,7ЦЦ, sОМ.400250ЦЦ 100m2 0,07 287. GКХvКnТzОН КТr НuМt, tСТМknОss 0,7ЦЦ, sОМ.250250ЦЦ 100m2 0,08 288. GКХvКnТzОН КТr НuМt, tСТМknОss 0,7ЦЦ, sОМ.200250ЦЦ 100m2 0,04 289. GКХvКnТzОН КТr НuМt, tСТМknОss 0,7ЦЦ, sОМ.150250ЦЦ 100m2 0,01 290. Installation of stationary grate, sec.150x490 pc 6 291. InstКХХКtТon oП К tКrРОtОН rОРuХКtТnР ХКttТМО 2002 sОМ.200200 pc 7 292. InstКХХКtТon oП rОРuХКtТon НКЦpОr 400400 pc 2 293. Installation of muffler GShP-2 with 1m length pc 2 294. Installation of metal for fixing the duct 100 kg 0,2 SвstОЦ В8 295. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø200100ЦЦ 100m2 0,01 296. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø200200ЦЦ 100m2 0,02 33

297. InstКХХКtТon oП К tКrРОtОН rОРuХКtТnР ХКttТМО 1502 sОМ.150150 1 grate 2 298. Installation of metal for fixing the duct 100 kg 0,05 299. Air pressure measuring pockets pc 4 300. The flap valve to the axial fan pc 9 MКtОrТКХs BХoМk В 301. Installation of radiators 100 kW 1,05 302. Steel pipe suitable for water and gas D = 50mm 100 m 0,15 303. Steel pipe suitable for water and gas D = 40mm 100m 0,84 304. Steel pipe suitable for water and gas D = 32mm 100 m 0,44 305. Steel pipe suitable for water and gas D = 25mm 100 m 0,6 306. Steel pipe suitable for water and gas D = 20mm 100 m 0,9 307. Steel pipe suitable for water and gas, D = 15mm 100 m 2,8 308. Laying of heating pipelines from steel electric welded pipes 65 mm 100m 0,18 309. Painting of pipelines with oil paint for 2 times 100 m2 2 Insulation by cylinders Anticorrosive layer 310. Priming of steel pipes GF-021 100 m2 0,32 311. Oily bituminous anticorrosive layer of steel pipes for 2 times 100 m2 0,32 Base layer 312. Thermal insulation, main layer from mineral wool reinforced from 1 m3 2,2 the outside The cover layer 313. Covering of the surface of pipeline insulation with galvanized steel 100 m2 0,56 Ventilation SвstОЦ В3 314. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø250200ЦЦ 100m2 0,03 315. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø200200ЦЦ 100m2 0,02 316. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø150250ЦЦ 100m2 0,02 317. GКХvКnТzОН КТr НuМt, tСТМknОss 0,6ЦЦ Ø200100ЦЦ 100m2 0,01 318. InstКХХКtТon oП К tКrРОtОН rОРuХКtТnР ХКttТМО 1502 sОМ.150150 pc 4 319. Installation of metal for fixing the duct 100 kg 0,07 320. Delivery of construction materials at a distance of 15 km. t 10 321. Section 3. Equipment 322. Supply air unit with electric heater, filter, radial fan, with insulation Set 1 and control panel MPA 1800E3 323. Installation of wall-mounted air conditioning split system K1 MV Set 5 2,6G-R2 324. Installation of wall-mounted air conditioning split system K2 set 2 MV5,30SE-R4 Dismantling works 325. Dismantling of roofing from corrugated asbestos-cement sheets 100 m2 13,7 (apron and cover) 326. Dismantling of rafters from boards 100 m2 15,15 327. Dismantling of wooden frames of a roof 1 m3 48

328. Removal of construction debris at a distance of 55 km. t/km 25,0 Roofing 329. Installation of wooden rafters and running 1 m3 12,84 330. Installation of wooden frames of the roof from the beams (diagonal 1 m3 27,31 leg, stand, ladder, mauerlat, lining, brace, bridges) 331. Fire protection of wooden structures (rafters and girders, diagonal 10 m3 3,761 leg, stand, ladder, mauerlat, lining, brace, bridges) 332. Fire protection of the crates under the roof 1000 m2 1,37 333. Arranging of dormer windows 1 6 334. Installation of еь 100 2 13,7 ее 335. Installation of drainpipes 100 m2 2,71 336. Installation of waste funnels pc 30 Apron 337. Arranging of shape of apron t. 0,473 34

338. Installation of wooden frames of the roof from the beams 1 m3 0,367 339. Arranging of roof aprons from galvanized steel 100 m2 0,24 340. Sheathing of ceiling aprons from alucobond on metal profile 100 m2 2,37 2x40mm 341. Installation and dismantling of external inventory lumbers with a 100 m2 9,36 height of up to 16 m, tubular ones for other finishing works 342. Delivery of construction materials on the distance of 15 km. t 111 Section 1. Dismantling works 343. Dismantling of pipelines from water and gas pipes with a diameter 100m 3,77 of 32, 25, 20, 15 mm 344. Dismantling of pipelines from water and gas pipes with a diameter 100m 1,01 of 50, 65 mm 345. Disassembly of internal cast iron sewer pipes with a diameter of 100m 0,08 50mm 346. Disassembly of internal cast iron sewer pipes with a diameter of 100 1,95 100mm Section 1. System В1 347. Laying of steel water and gas-pipeline tubes, D = 65mm 100m 0,13 348. Laying of steel water and gas-pipeline tubes, D = 50mm 100m 0,44 349. Laying of steel water and gas-pipeline tubes, D = 32mm 100m 0,1 350. Laying of steel water and gas-pipeline tubes, D = 25mm 100 m 0,21 351. Laying of steel water and gas-pipeline tubes, D = 20mm 100m 0,2 352. Laying of steel water and gas-pipeline tubes, D = 15mm 100 m 0,8 353. Installation of valve 15x8p, D = 65mm 1 pc 1 354. Installation of valve 15x8p, D = 50, 32 mm 1pc. 5 355. Installation of valve 15x8p, D = 25mm 1 pc 4 356. Installation of valve 15x8p, D = 15mm 1 pc 30 357. Installation of ПКstОnОr 30б6 D=65ЦЦ 1pc. 1 358. Installation of water heater "Ariston" W = 50 l 10 sets 0,7 359. Installation of watering tap, diameter 25 mm pc 4 360. InstКХХКtТon oП К pОt НrКТn vКХvО Ø15 ЦЦ pc 1 361. Installation of faucets 10 pc 2,1 362. Installation of fire plug with a diameter of 50 mm pc 2

IV. Potential impacts and mitigation measures

22. Potential impacts of proposed additional activities and relevant mitigation measures are described in Table 2 below.

Table 2. Potential impacts of the prosed activities and mitigation measures

Potential impacts Mitigation measures Temporary increase of Ensure that the maximum and equivalent noise levels comply with sanitary background noise due regulations (not more than 55 dBa). construction works Monitor and address complaints about the noise level.

Construction works (including drilling works) will be limited to restricted times agreed to in the permit – from 7am to 17 pm in week days and from 8am to 16 pm on Saturday. No works at night time, Sunday and holidays are allowed.

The proposed works includes only drilling equipment for walls (for installation of windows, doors, radiators) which will not cause vibration Creation of dust Monitor dust emissions to ensure emissions are minimized. emissions and volatile organic compounds at Monitor and address complaints about dust / volatile organic compounds and construction sitewhile other pollutants dismantling work, 35 transportation of Construction works will be limited to restricted times - from 7am to 17 pm in construction materials week days and from 8am to 16 pm on Saturday. No works at night time, and waste Sunday and holidays are allowed.

Providing the construction workers with suitable personal protective equipment (respirators)

Contractor will monitor the exhaust gas content of its own vehicle fleet.

There will be no open burning of construction / waste material at the site There will be no excessive idling of construction vehicles at sites

Keep surrounding environment (side-walks, roads) free of debris to minimize dust

In case of dust creation by pneumatic drilling/wall destruction during installation of windows/doors/radiators etc. installation suppress dust by water spraying and/or installing dust screen enclosures at site. Construction waste Waste disposal facilities are available.

Boxes for construction debris will be installed in the site.

The construction waste will be disposed according to general EMP requirements and SSEMP (Waste Management Plan)

Construction waste will be collected and disposed properly by licensed collectors

Timely sorting of rehabilitated and removing construction waste in an organized way, and disposal them on an authorized land field

Mineral construction and demolition wastes will be separated from general refuse, organic, liquid and chemical wastes by on-site sorting and stored in appropriate containers

Dispose off waste appropriately to prevent pollution of soil and groundwater

The approach to handling sanitary wastes and wastewater from building sites (installation or reconstruction) must be approved by the local authorities

Recycle valuable materials within the project or sold.

Aim to minimize waste through reducing and re-using (packaging) material

Do not allow any burning or burying of waste on site.

Prevent littering by construction staff at work sites by providing bins or waste bags in sufficient locations.

The records of waste disposal will be maintained as proof for proper management as designed;

container to prevent spillage and leaching The wastes will be transported by specially licensed carriers and disposed in a licensed facility Paints with toxic ingredients or solvents or lead-based paints will not be used Soil contamination due  Construction materials that can impact the soil should be kept in a to accidental spillage special premise or in concrete ground. • Soils contaminated by accidental spills should be immediately collected and properly disposed at relevant landfill in accordance with the permit from local environmental departments ; • regular maintenance of the equipment should be done by Contractor and checking for any possible leaks from the joints etc. Asbestos containing Ensure that the standard practice of handling existing asbestos containing materials (ACM) materials is used to remove and decommission asbestos containing roofing materials.

ACM will not be used as a roofing/new material in construction works of building.

Any existing ACM to be handled and disposed according to the SSEMP (ACM management and disposal plan)

Health and labor safety  The local construction and environment inspectorates have been (occupational hazards) – during construction and notified of upcoming activities operation  All work will be carried out in a safe and disciplined manner designed to minimize impacts on workers.  Workers will comply with international good practice - providing the construction workers with suitable personal protective equipment (always hardhats, as needed masks and safety glasses, harnesses and safety boots)  Appropriate signposting of the sites will inform workers of key rules and regulations to follow. Following plans to be developed for construction and operation phases of the project: Emergency Response Plan and Health and Safety Plan Direct or indirect hazards Transport along the highway of 48/1 Borbad str. consists of private cars and to public traffic and public transport, as well as taxis, minibuses, trucks. The amount of transport pedestrians by is quite large construction activities Contractor will observe the necessary precautions (speed limit, working hours from 7 am to 5 pm)

In compliance with national regulations the contractor will insure that the construction site is properly secured and construction related traffic regulated. This includes but is not limited to: Signposting, warning signs, barriers and traffic diversions: site will be clearly visible and the public warned of all potential hazards Traffic management system and staff training, especially for site access and near-site heavy traffic. Adjustment of heavy traffic to local traffic patterns, e.g. avoiding major transport activities during rush hours

4.1. Site-specific Environmental Management plans (SSEMP) to be prepared by the Contractor

23. The general Environmental Management plan (EMP) for all project sites has been approved as part of Initial Environmental Examination (IEE) endorsed by State Environmental

Committee of the Republic of Tajikistan and general management measures that apply to this sub-project should be followed by the Contractor.

24. In addition, the Contractor should prepare the following eight (8) Site-specific Environmental Management plans (SSEMPs):

- Waste management plan; - Emergency response plan; - Health and Safety Protection Plan; - Plan for the consideration of complaints; - Dust Control Plan; - Noise management plan and complaint handling; - ACM Management and Disposal Plan - Traffic and road safety management plan.

Environmental Safeguards Due Diligence Report

Project number: 46535-001 Grant 0452/53/3309 Date: April 2018

TAJ: Strengthening Technical and Vocational Education and Training

“MOLME/SH/CW01-01-C” REHABILITATION OF TECHNICAL VOCATIONAL SEWING LYCEUM IN DUSHANBE

April 2018 39

Table of content 1. INTRODUCTION ...... 42 1.1. Justification of the site ...... 42 2. DEFINING THE BORDERS ...... 43 2.1. Current condition of the site ...... 43 2.2. Location of objects and access to the site ...... 8 3. CONSTRUCTION ACTIVITY ...... 49 3.1. Types of civil works ...... 49 4. POTENTIAL IMPACTS AND MITIGATION MEASURES ...... 56 4.1. Site-specific Environmental Management plans (SSEMP) to be prepared by the Contractor ...... 59

Tables Table 1: Types of rehabilitation works for renovation of a Technical Vocational Sewing Lyceum in Dushanbe ...... 49 Table 2: Potential impacts of the prosed activities and mitigation measures ...... 56

Figures Figure 1: The rehabilitated facility is located in the area 3 (A.Firdavsi district), Dushanbe ..9 Figure 2: Aerial photo of the Technical Vocational Sewing Lyceum in Dushanbe and surrounding facilities/structures: ...... 48 Figure 3: Aerial photo of the Dormitory of the Technical Vocational Sewing Lyceum in Dushanbe and surrounding facilities/structures: ...... 49

Photos Photo 1: Entry portal of the lyceum ...... 6 Photo 2: Educational building back view and connecting passage ...... 6 Photo 3: Staircase landing of the lyceum ...... 7 Photo 4: Corridors of the lyceum ...... 7 Photo 5: Classrooms...... 7 Photo 6: Sanitary facility of the lyceum ...... 7 Photo 7: The building of Dormitory main entrance ...... 7 Photo 8: The building of Dormitory, back view ...... 7 Photo 9: Rooms of the dormitory ...... 8 Photo 10: Condition of sanitary facility of the dormitory, first floor ...... 8 Photo 11: Kitchen of the dormitory ...... 8

ABBREVIATIONS

1 ADB Asian Development Bank 2 А Asbestos containing materials 3 ALC Adult Learning Center 4 CM Complaint Mechanism 5 EIA Environmental impact assessment 6 EMP Environmental Management Plan 7 FLM Fuel and lubrication materials 9 GFS Gypsum-fiber sheets 10 LLC Limited Liability Company 11 MFC Microfinance company 12 MOLME Ministry of Labor, Migration and Employment of the Republic of Tajikistan 13 PAG Project Administration Group 14 SI State institution 15 SSEMP Site-specific Environmental Management Plan 16 TVSL Technical Vocational Sewing Lyceum in Dushanbe 17 TVET Technical and Vocational Education and Training 18 WMP Waste Management Plan

1. INTRODUCTION

1.1. Justification of the site

1. Over the years of independence, the management of the Government has made efforts to develop the education sector and training of 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 in schools to enhance vocational education and training of learners and students.

5. In November 2015, a Grant Agreement was signed between the Republic of Tajikistan and ADB on project financing.

6. A general IEE/ EMP for the overall project was prepared and approved by September 2015. The project has been classified as category B in accordance with ADB's Safeguard policies.

7. As part of this Project, the Ministry of Labour, Migration and Employment of the Republic of Tajikistan shall sign a contract "MOLME/SH/CW01-1" with the construction firm for rehabilitation of a Technical Vocational Sewing Lyceum in Dushanbe (this Contract includes two sites including the subject).

8. The Contractor will professionally and qualitatively undertake the rehabilitation works of the Technical Vocational Sewing Lyceum in Dushanbe in accordance with this contract and within the terms provided for in the Contract to be awarded.

10. The main objective of the plan is to document how the environmental mitigation measures and required management plans proposed for rehabilitating the project site will be brought into line with the project commitments.

2. DEFINING THE BORDERS

2.1. Current condition of the site

12. The Sewing lyceum in Dushanbe consists of two Educational and one administrative educational building. All buildings are two-storey with one-storey passage between the administrative educational building and the educational buildings.

13. Building 1 (in Figure 1) is a two-storey recently renovated building. It was built in 1984. This building has 2 classrooms, 2 workshops, canteen and gym. This building was renovated in 2017.

14. Building 2 (in Figure 2) is a two-storey building built in1965. This is a brick masonry building, with concrete ceiling and metal sheet roof. The building has wooden windows with bad junction compactness. This building has 18 classrooms and 2 workshops and administrative offices of the lyceum. The part of the left wing of the building serves as PAG office. This building has been selected for rehabilitation.

15. It is planned to renovate the second floor, corridor, with replacement of windows, floors, ceiling and electrical wiring of the building. Also repair of the roof and facade of the building, arranging of ramps are envisaged.

16. Building 3 (in Figure 2) is a two-storey building built in 1965. This is a brick masonry building, with concrete ceiling and slate roof. The building has wooden windows with bad junctions compactness. This building has 5 classroom and 14 workshops.

17. Connecting passage between Building 2 and Building 3 is a one-storey building built in 1965. This is a brick masonry building, with concrete ceiling and metal sheet roof. The building has wooden windows with bad junctions compactness. The building is only connecting two educational building and there is neither classroom nor workshop.

18. The buildings proposed for rehabilitation are : (i) one educational and administrative building located in one of the Lyceum sites (ii) and the dormitory of this Lyceum, located in another area of Dushanbe, called Giprozemgorodok, which is not being occupied or in use. Due to the poor inadequate condition, the buildings need proper repair and rehabilitation.

19. The dormitory building of the lyceum is situated in the south-western parts of Dushanbe in “GТprozОЦРoroНok”. TСТs Тs Пour-storey building built in 1987. This is a brick masonry building, with concrete ceiling and slate roof. The building has wooden windows and empty openings. There are 20 rooms, 2 sanitary facilities and 1 kitchen at each floor in very poor condition.

20. The dormitory building needs a major renovation of premises with replacement of windows and doors, installation of floors and ceilings, replacement of electrical wiring and appliances, replacement of the roof, face-ХТПtТnР oП tСО ПКхКНО КnН аКХХs. IЦprovОЦОnts. (AХХ ОбtОnsТons tСКt do not meet the standards will be demolished). 43

21. Photos below show the type and condition of Technical Vocational Sewing Lyceum building in Dushanbe, and the dormitory building proposed for renovation.

Photo 13: Entry portal of the lyceum

Photo 14: Educational building back view and connecting passage

Photo 15: Staircase landing of the lyceum Photo 16: Corridors of the lyceum

Photo 17: Condition of Classrooms Photo 18: Sanitary facility of the lyceum

Photo 19: The building of Dormitory - main Photo 20: The building of Dormitory, back view entrance

Photo 21: Rooms of the dormitory

Photo 23: Kitchen of the dormitory Photo 22: Condition of sanitary facility of the dormitory, first floor

22. Asbestos cement sheets were used as roofing material. To mitigate the occupational and public health risks of inhalation of airborne asbestos fibres, when disassembling the roofs they will be removed and disposed of following the internationally-recognized Standard Practice for Maintenance, Renovation and Repair of Installed Asbestos Cement Products (American Society for Testing and Materials [ASTM] E 2394).

2.2. Location of objects and access to the site

23. The Technical Vocational Sewing Lyceum is located in Firdavsi district of Dushanbe city, on Borbad Avenue, house 48 (Zone 3 in Fig.1). The administrative (educational) building of the lyceum proposed for rehabilitation as part of the Project is the main venue for lyceum students. The dormitory is also located in Firdavsi district of Dushanbe but on Nakhimova street, 67/13

Figure 2: The rehabilitated facility is located in the area 3 (A.Firdavsi district), Dushanbe

24. The main road that will be used for the transportation of equipment and construction materials to educational building of Sewing Lyceum is Borbad avenue. The contractor will establish warning signs on conducting rehabilitation works. Nakhimova street will be used for transportation of materials to the dormitory of the Sewing lyceum.

25. Figure 2 below shows project boundaries and which receptors (other houses, schools, hospitals, or any other receptor) are located close to the site, as well as access roads.

LEGEND

1. New Educational building 2. Educational building 3. Administrative building – to be rehabilitated 4. PAG office 5. Training center 6. Main access road – Borbad avenue 7. Tajik Institute of Entrepreneurship and Service, Dushanbe 8. Main gate 9. The road leading to the Mining College

Figure 3: Aerial photo of the Technical Vocational Sewing Lyceum in Dushanbe and surrounding facilities/structures:

26. There will be some buildings operating during these civil works, like the PAG office, the new Training center TVET (the Nearest objects-20 m), Mining college, and Tajik Institute of Entrepreneurship and Service.

27. The nearest residential houses are located on the other side of Borbad road, at the distance of more than 100 meters from the building of Technical Vocational Sewing Lyceum in Dushanbe

28. Nearest residential areas are:

From East:  Distance to the Tajik Institute of Entrepreneurship and Service - 40-80 m From West:  Distance to the Lyceum Computer Science and technology – 50-80 m From North:  Distance to the Mountain College - 70-80 m From the South:  Residential apartment buildings - 110 m

29. The dormitory of the Sewing Lyceum of Dushanbe is surrounded by dormitories of various other university and lyceums. The nearest building located in close proximity on the south side it is an empty dormitory, other buildings in all other directions are at a distance of 50-60 m or more from the facility.

3 LEGEND

1. Dormitory of Sewing lyceum of Dushanbe – to be 4 rehabilitated 1 2 – 3. Dormitory of other Universities and lyceums of Dushanbe

4. Nakhimova street

5. Borbad avenue 2 5

Figure 4: Aerial photo of the Dormitory of the Technical Vocational Sewing Lyceum in Dushanbe and surrounding facilities/structures:

30. Residential houses are located at the distance of 50-100 m from the dormitory building.

31. No construction of separate camp for the Contractor’s pОrsonnОХ Тs proposОН СОrО, ЛОМКusО workers will be local.

32. Construction waste from the site can be disposed at the nearest landfill of Dushanbe located at a distance of about 5 km from the Sewing Lyceum site. The Contractor shall conclude for this purpose, an agreement with the communal services of Dushanbe city and apply for relevant permits.

3. CONSTRUCTION ACTIVITY

3.1. Types of civil works

29. Within the framework of this project, the following construction activities are envisaged in Table 1:

Table 1: Types of rehabilitation works for renovation of a Technical Vocational Sewing Lyceum in Dushanbe A. DORMITORY

# Description of works Measurement Quantity unit Dismantling works 363. Dismantling of brickwall m3 8,3 Piercing of openings in brick walls with thick. 1,5 brick with 364. m3 2,5 breaking hammer 365. Removing of door boxes in partitions pc 12 Removing of door frames in stone walls with breaking of plastering 366. pc 49 in lintels Removing of window frames in stone walls with breaking of 367. pc 107 plastering in lintels 49

# Description of works Measurement Quantity unit 368. Disassembling of concrete under the Genoa bowl m3 2,4 369. Disassembling of wood flooring coverings m2 560 370. Disassembling of plinths from wood materials 133 371. Disassembling of tiles, laid on mortar m2 155 372. Disassembling of concrete plinths 130 373. Breaking of plastering on concrete ceilings with area m2 715 Dismantling of roof coverings from corrugated asbestos-cement m2 374. 720,0 sheets (canopy and roof) 375. Dismantling of rafters from boards m2 720,0 376. Dismantling of roof wooden frames m3 537 Repair works Openings 377. Steel-plastic windows m2 251,41 378. Steel-plastic doors m2 30 379. Installation of window stools from PVC on stone walls 90 380. Installation of steel doors with the area of door opening up to 2,5 m2 615 Installation of wooden door blocks with the area of opening up to m2 381. 103 3m2 Floors Showers and toilets Leveling strainer from cement-sand mortar M150 with thick. 30 m2 382. 153 mm 383. Coverings on cement mortar from ceramic tiles m2 153 384. Concrete underlayers under Genoa bowl m3 2,1 Corridor and LK Leveling strainer from cement-sand mortar M150 with thick. 30 m2 385. 137 mm 386. Floor coverings from Seranite tiles m2 173,00 Rooms and corridor of the 2-nd floor 387. Laying of bridging joist on brick poles m2 714 388. Covering from boards with thick. 37 mm m2 714 389. Wooden plinths 150 390. Improved painting with floor oil compounds m2 714 Finishing works (internal) 391. Repair of wall plastering on stone and concrete from the ground and scaffolds with cement-lime mortar with layer thick. Up to 20 m2 2615 mm Plastering of rectangular lintels on stone and concrete with m2 392. 213 cement-lime mortar from ground and scaffolds 393. Filling of wall surfaces m2 2143 394. Surface filling of plain door and window lintels m2 213 395. Improved water-emulsion painting of walls, particions and lintels m2 2356 396. Lining of toilet and shower walls with ceramic tiles m2 585 397. Installation of frame element from strips for boarding of ceilings m3 1,3 398. Boarding of ceilings from plastic m2 157 Solid leveling of ceiling surfaces (one-layer plastering) from dry m2 399. 877 mixtures Rotband with thick. Up to 7 mm 400. Filling of ceiling surfaces m2 877 401. Improved water-emulsion painting of ceilings m2 8,77 External 402. Repair of smooth facades plastering on stone and concrete from m2 ground and scaffolds with cement-lime mortar: layer thick. up to 1060 20 mm, on repair area up to 20 m2 50

# Description of works Measurement Quantity unit Plastering of external rectangular lintels on stone and concrete m2 403. 140 with cement-lime mortar: from ground and scaffolds 404. PКТntТnР oП ПКМКНОs аТtС НОМorКtТvО ПКхКНО pКТnts ( spКttОr) m2 1190 405. Hanging gutter 86 Installation and disassembling of external inventory scafolds with 406. m2 1200 height up to 16 m pipe-type for miscellaneous finishing works Sockle 407. Socle facility from concrete m3 3,2 408. Improved plastering with cement-lime mortar on wall stone m2 65 409. Lining of socle with ceramic-granite tiles m2 35,00 Roof 410. Levelling strainer with cement-sand with thick. 15 mm m2 615 411. Installation of wooden timbers and spans m3 7,9 Installation of wooden roof frames from strips (Diagonal stand, 412. m3 5,37 pole, ledger, rafter plate,strap, brac, sprocket) Fire protection of wooden structures (timbers and span, Diagonal 413. m3 13,3 stand, pole, ledger, rafter plate, strap, brac, sprocket) 414. Fire protection of roof batten m2 720 415. Facility of dormer-window pc 4 416. Plastering of chimney surface m2 41 417. Facility of roofs from galvanized steel with lathing strip m2 750 418. Fencing of roofs with fencing m 114 419. Mounting of drain pipes m 104 420. Installation of waste funnels Pc 8 Arrangement of roof joints from the deposited materials to walls m 421. 35 and parapets in height: more than 600 mm with two aprons Boarding of cornice ceiling from alucobond on steel profiles 422. m2 60 240ЦЦ Paving and canopy 423. Paving facility m3 13,0 424. Manufacturing of canopy truss Kz-2 0,350 425. Installation of wooden frames of roof from wooden strips Kz-2 m3 0,1 426. Installation of wooden frames of the roof from wooden strips Kz-1 m3 0,2 427. Roof canopy from galvanized steel m2 18 Boarding of canopy and cornice ceilings from alukobond on steel 428. m2 26 profile 2x40mm 429. Delivery of construction materials to the distance 15 km 80,00 Water supply and sewerage systems Dismantling works Disassembling of pipeline from water and gas pipelines with dia. 430. m 250 32, 25, 20, 15 mm Disassembling of pipeline from water and gas pipelines with 431. m 50 dia.50, 65 mm Disassembling of internal cast-iron sewerage pipes with dia. 432. m 30 50mm Disassembling of internal cast-iron sewerage pipes with dia. 433. m 150 100mm B1 system 434. Laying of steel water and gas pipelines with D=65 mm m 10 435. Laying of steel water and gas pipelines with D=32 mm m 40 436. Laying of steel water and gas pipelines with D=25mm m 30 437. Laying of steel water and gas pipelines with D=25 mm m 20 438. Laying of steel water and gas pipelines with D=20mm m 24 439. Laying of steel water and gas pipelines with D=15 mm m 180 440. Installation of tap D=65mm pc 1 51

# Description of works Measurement Quantity unit 441. Installation of tap D=50,32 mm pc 8 442. Installation of tap D=25mm pc 4 443. Installation of tap D=15mm pc 20 444. Installation of water heater "Ariston" W=100l pc 4 445. Installation of water heater pc 4 446. Installation of watering taps with dia. 25 mm pc 2 447. Installation of mixer unit pc 13 448. Installation of fire taps with D=50mm pc 2 Sanitary and technical devices 449. Replacement of wash sink pc 10 450. Replacement of closet bowl of Genoa pc 4 451. Replacement of toilet bowls with boxes pc 1 452. Installation of traps with dia. 100mm pc 4 453. Installation of hygienic shower pc 5 454. Installation of cast-iron trays of the shower pc 5 455. Installation of washing sink with two sink pc 5 456. Automatic washing machine for 8 kg pc 5 Pumping station 457. Plastic pipes with D=50mm Chele by plastic m 30 458. Plastic pipes with D=100mm Chele by plastic m 150 459. Installation of polyethylene embedded part of T-joints pc 40 460. Installation of polyethylene embedded part of the bend pc 24 Installation of parallel cast- 461. Тron РКtО vКХvО аТtС spТnНХО ЛКrВ=65 pc 6 mm Installation of parallel cast- 462. Тron РКtО vКХvО аТtС spТnНХО ЛКrВ=80 pc 5 mm 463. Installation of swing check valve D=65 mm pc 3 464. Installation of swing check valve D=80mm pc 1 465. Installation of flanged vibro-compensator D=65 mm pc 6 466. Installation of steel transition D=80/65x50mm 0,006 467. Installation of steel T-joint D=80x50mm 0,0085 468. Installation of steel T-joint D=80x50mm 0,0085 469. Installation of steel T-joint D=80x50mm 0,07 470. Laying of steel water and gas pipelines with D=25mm m 26,00 471. Installation of water measuring units, supplied to the installation place in assembled in blocks, with loop line with diameter of input 1 unit 1 up to 40 mm VT-50 Control-measuring devices

472. set 4 Installation of monometers OBM1 P=10kgs/cm

473. set 4 Installation of compound gauge OBM1 P=30kgs/cm Equipment 474. Installation of centrifugal pumps CR 20-2 A-F-A-E-HQQE" No. of product 96500185; Q-14,0 m3/hr: 96500185; Q-14,0 skW; with set 3 electric motor MMG100L GRUNDFOS firm 475. Pumps control panel CONTROL of GRUNDFOS firm set 1 476. Pressure relay FF4-4DAY 0,22-4bar GRUNDFOS firm set 6 477. Delivery of construction materials to the distance of 15 km t 6 Electric lighting and equipment Assembly works 478. Input device VRU-1D1250-100 pc 1 479. Distribution device VRU-1D-250-219 pc 2 480. Panel for distribution point PR8503-1161-2UHL3 pc 8 52

# Description of works Measurement Quantity unit Assembly of lighting panel with input switch and distribution switch 481. 8 with weight of panel up to 40kg pc 482. Box with step-down transformer YaTP-0,25 pc 1 483. Lamp with compact luminescent lamp with protection degreeIP65 66 Д160-218В pc 484. LКЦp аТtС tаo ХuЦТnОsМОnt ХКЦpsG13 2б18 В pc 45 485. Chandeliers and suspensions with the number of lamps up to 5 pc 70 486. Lamp for incandescent lamps, ceiling or wall-mounted type with 20 screw fixing for rooms with normal environmental conditions - single-lamp pc 487. Display lamp "EXIT" 25 W pc 9 488. Single-button switch of hidden installation Cariva pc 125 489. Moisture-proof single-button switch of hidden installation Cariva pc 35 490. АХusС-mounted switch on hidden wiring pc 8 491. Assembly of socket Cariva pc 300 492. Assembly of wires with copper core PV 6,16 and 35 mm2 m 4346 493. Plastic pipe D=40mm m 300 494. Strip steel D=40x4mm m 40 495. Delivery of construction materials to the distance up to 15 km on m truck with bearing capacity up to 15 ton 5,86 Receiving -control and guard-fire device "Granit-5" TU4372-018- 1 496. pc 11858296-01 497. Accumulator battery12V, 7A/hr pc 1 498. EХОМtrooptТМ ПТrО sЦokО НОtОМtor Ipoа=9/36В(10%) IP 212-41 pc 48 499. Manual fire detector (+10%) IPR-3SU pc 6 500. Light-НТoНО НТspХКв "EXIT" 30010014Iport=0,025А pc 3 501. Combined warning system Mayak-12 KP pc 5 502. Control device for stub lines UKSh-1 pc 4 503. Cable with single-wire cores D=0,5 mm with insulation from from 810 the composition of polyethylene with white PVC plastic casing m KSPB - 20,5 504. Flexible wire up to 380 V PVC-2x0,75 m 113 505. Cable PPV-3x1,5 m 6 506. Universal connection box UK-2P pc 36

B. Educational Block

# Description of works Measu-rement Quantity unit Dismantling works 507. Disassembling of brick partitions on separate bricks m2 12 508. Disassembling of partitions from plywood m 23 509. Removing of door boxes in partitions pc 4 Removing of door frames in stone walls with breaking of plastering 510. pc 15 in lintels Removing of window frames in stone walls with breaking of 511. pc 35 plastering in lintels Disassembling of steel staircases into parts with removing from 512. m 8 the nests 513. Disassembling of concrete under the Genow bowl m3 1,1 514. Disassembling of wood flooring coverings m2 527 515. Disassembling of plinths from wood materials m 326 516. Disassembling of floor covering from tiles, laid on mortar m2 22 517. Breaking of plastering on ceiling concrete with the area more 5 m2 m2 131 518. Disassembling of concrete plinths m 77,00 53

# Description of works Measu-rement Quantity unit Repair works 519. Brickwork of internal walls m3 9,5 Openings 520. Steel-plastic windows m2 128 521. Steel-plastic doors m2 6,72 522. Steel plastic transom m2 0,64 523. Filling of window stools m2 47 Installation of wooden door blocks with the area of opening up to 524. m2 38 3m2 Floors Archive room Leveling strainer from cement-sand mortar M150 with thick. 20 525. m2 15 mm Corridor and staircase 526. Floor coverings from Seranite tiles m2 105,00 Rooms 527. Laying of joist on brick posts m2 542 528. Covering from boards with thick. 37 mm m2 542 529. Installation of wooden plinth m 328 530. Steel fencing without handrails (LK) m 8 531. Improved painting with floor oil compounds m2 542 Finishing works (internal) 532. Repair of wall plastering on stone and concrete from the ground and scaffolds with cement-lime mortar with layer thick. Up to 20 m2 1715 mm Plastering of rectangular lintels on stone and concrete with 533. m2 75 cement-lime mortar from ground and scaffolds 534. Filling of wall surfaces m2 1715 535. Surface filling of plain door and window lintels m2 75 536. Improved water-emulsion painting of walls, partitions and lintels m2 1790 537. Solid leveling of ceiling surfaces (one-layer plastering) from dry mixtures Rotband with thickness up to 7 mm (cross-beams and m2 131 LK) 538. Filling of ceiling surfaces (cross-beams and LK) m2 131 539. Improved water-emulsion painting of ceilings (cross-beam and LK) m2 131 Suspended ceilings of "Armstrong" type on frame from galvanized 540. m2 556 profile. External 541. Repair of smooth facades plastering on stone and concrete from ground and scaffolds with cement-lime mortar: layer thickness up m2 481 to 20 mm, on repair area up to 20 m2 Plastering of external rectangular lintels on stone and concrete 542. m2 54 with cement-lime mortar: from ground and scaffolds 543. PКТntТnР oП ПКМКНОs аТtС НОМorКtТvО ПКхКНО pКТnts (spКttОr) m2 535 544. Hanging gutter m 117 545. Mounting of drain pipes m 88 546. Installation of waste funnels pc 12 Installation and disassembling of external inventory scaffolds with 547. m2 770 height up to 16 m pipe-type for miscellaneous finishing works Socle Repair of socle plastering on stone and concrete from cement- 548. m2 110 lime mortar 549. Lining of socle with ceramic-granite tiles m2 110,00 Canopy 54

# Description of works Measu-rement Quantity unit Boarding of cornice ceiling from alucobond on steel profiles 550. m2 0,06 240ЦЦ 551. Small coverings from sheet galvanized steel m2 6 Entrance hall Removing of window frames in stone walls with breaking of 552. pc 2 fillisters 553. Replacement of deadlocks pc 2 554. General repair of folding window sashes pc 2 555. Disassembling of concrete plinths m 44,00 Finishing works (internal) 556. Repair of smooth facades plastering on stone and concrete from ground and scaffolds with cement-lime mortar: thickness of the m2 181 layer up to 20 mm, on repair area up to 20m2/m2 Plastering of internal rectangular lintels on stone and concrete 557. m2 8 with cement-lime mortar 558. Filling of wall surfaces m2 181 559. Surface filling of plain door and window lintels m2 8 560. Improved water-emulsion painting of walls, partitions and lintels m2 190 561. Floor coverings from Seranite tiles m2 208,00 Solid leveling of ceiling surfaces (one-layer plastering) from 562. m2 63 Rotband dry mixtures with thick. Up to 7 mm (cross-beams) 563. Filling of ceiling surfaces (cross-beams) m2 63 564. Improved water-emulsion painting of the ceilings (cross-beams) m2 63 Suspended ceilings of "Armstrong" type on frame from galvanized 565. m2 174 profile. External 566. Repair of smooth facades plastering on stone and concrete from ground and scaffolds with cement-lime mortar: thickness of the m2 144 layer up to 20mm, at repair area up to 20 m2 Plastering of external rectangular lintels on stone and concrete 567. m2 6 with cement-lime mortar: from ground and scaffolds 568. PКТntТnР oП ПКМКНОs аТtС НОМorКtТvО ПКхКНО pКТnts (spКttОr) m2 150 569. Hanging gutter m 62 570. Mounting of drain pipes m 30 571. Installation of waste funnels pc 7 Installation and disassembling of external inventory scaffolds at 572. m2 160 height up to 16 m pipe-type for miscellaneous finishing works Sockle Repair of sockle plastering on stone and concrete from cement- 573. m2 42 lime mortar 574. Lining of sockle with ceramic-granite tiles m2 65,00 Doorsteps 575. Concrete ramps m3 1 576. Staircases floor covering from Seranite tiles m2 62,00 Roof Replacement of roof of average complexity with wall gutters and 577. m2 301 overhangs Replacement of lathing with spaces from boards with thick up to 578. m2 301 50mm Boarding of cornice ceiling from alucobond on steel profiles 579. m2 27 240ЦЦ 580. Delivery of construction materials to the distance of 15 km t 72,49 Electric lighting and equipment Assembly works Assembly of lighting panel with incoming switch and distribution 581. pc 2 switch the weight of panel up to 15 kg 55

# Description of works Measu-rement Quantity unit 582. Lamp with 4 luminescent lamps pc 66 583. Lamp with two luminescent lamps pc 10 584. Lamp with compact luminescent lamp with protection degree pc 4 585. Display lamp "EXIT" 25 W pc 1 586. Lam with luminescent lamp pc 11 587. Ceiling lamp for compact luminescent lamp with protection pc 2 588. Single-button switch of hidden installation pc 10 589. Double-button switch of hidden installation pc 14 590. Moisture-proof single-button switch of hidden installation pc 1 591. Assembly of socket pc 94 592. Laying of cable with copper core with PVC insulation on walls m 1620 593. Plastic pipe D=40mm m 70 594. Strip steel D=40x4mm m 70 Fire alarm Materials and equipment Receiving -control and guard-fire device "Granit-5" TU4372-018- 595. pc 1 11858296-01 596. Accumulator battery12V, 7A/hr pc 1 597. EХОМtro optТМ ПТrО sЦokО НОtОМtor Ipoа=9/36В(10%) IP 212-41M pc 33 598. Manual fire detector (+10%) IPR-3SU pc 2 Light- 599. НТoНО НТspХКв "EXIT" 30010014Iport=0,025А pc 1 Light-НТoНО НТspХКв "EXIT" 30010014Iport=0,025А 600. Combined warning system Mayak-12 KP pc 3 601. Control device for stub lines UKSh-1 pc 2 602. Cable with single-wire cores D=0,5 mm with insulation from the composition of polyethylene with white PVC plastic casing KSPB - m 525 20,5 603. Flexible wire up to 380 V PVC-2x0,75 m 100 604. Cable PPV-3x1,5 m 20 605. Universal connection box UK-2P pc 20

4. POTENTIAL IMPACTS AND MITIGATION MEASURES

30. Potential impacts of proposed additional activities and relevant mitigation measures are described in Table 2 below.

Table 2: Potential impacts of the prosed activities and mitigation measures Potential impacts Mitigation measures Temporary increase of Ensure that the maximum and equivalent noise levels comply with sanitary background noise and regulations (not more than 55 dBa). Instrumental noise measurements vibration due construction should be undertaken at least 2 times per month works Monitor and address complaints about the noise level.

The proposed works includes only drilling equipment for walls (for installation of windows, doors, radiators) which will not cause vibration Creation of dust Monitor dust emissions to ensure emissions are minimized. emissions and volatile 56 organic compounds at Monitor and address complaints about dust / volatile organic compounds and construction site while other pollutants dismantling work, transportation of Construction works will be limited to restricted times - from 7am to 17 pm in construction materials week days and from 8am to 16 pm on Saturday. No works at night time, and waste Sunday and holidays are allowed.