JICA報告書PDF版(JICA Report PDF)Volume III Supporting Report Appendix 10 Cost Estimates 10.1 MP Sewer Construction Cost

Appendix 10

Cost Estimates

Volume III Supporting Report

Appendix 10 Cost Estimates

10.1 MP Sewer Construction Cost...........................................................................................A10 - 1 10.1.1 Consideration of Conversion ratio from Japan cost to Albanian cost..............A10 - 1 10.1.2 Trunk Sewer Cost Estimation ..........................................................................A10 - 4 10.1.3 Cost Comparison of B-3routes ......................................................................A10 - 10

10.2 FS Sewer Construction Cost..........................................................................................A10 - 14 10.2.1 Cost Estimation of Feasibility study area ......................................................A10 - 14 10.2.2 Cost of Trunk sewer No.3..............................................................................A10 - 16 10.2.3 Cost of Open Cut ...........................................................................................A10 - 19 10.2.4 Basic Cost Data in Albania & EU .................................................................A10 - 22

10.3 STP and PS Cost Estimate for MP ................................................................................A10 - 30 10.3.1 Project Cost Estimate in each year FC and LC..............................................A10 - 30 10.3.2 Construction Cost of STP, PS ........................................................................A10 - 33 10.3.3 MP STP Direct Construction Cost (personnel and others for LC).................A10 - 36 10.3.4 Construction Cost of STP and PS by phase and FC and LC .........................A10 - 40 10.3.5 MP-Kashar PS Cost .......................................................................................A10 - 42 10.3.6 MP- (1 stage) Kashar STP Cost.....................................................................A10 - 43 10.3.7 MP- Kashar STP Cost....................................................................................A10 - 44 10.3.8 MP- Kamze PS Cost ......................................................................................A10 - 45 10.3.9 MP- Berxulle STP Cost .................................................................................A10 - 46

10.4 FS STP and PS Construction Cost.................................................................................A10 - 47 10.4.1 Basic of Construction Cost Estimate (FS) .....................................................A10 - 47 10.4.2 Cost Estimate for Civil and Architectural Works of Kashar STP ..................A10 - 48 10.4.3 Cost Estimate for each Works and Others .....................................................A10 - 49 10.4.4 Mechanical and Electrical Equipment Cost (FS)...........................................A10 - 50 10.4.5 Total Construction Cost of Kashar STP.........................................................A10 - 50 10.4.6 Piles for Foundation (FS) ..............................................................................A10 - 51 10.4.7 STP Major Civil Structures and Architecture Qualities.................................A10 - 52

10.5 MP O&M Cost...............................................................................................................A10 - 61 10.5.1 Sludge Disposal Cost for MP ........................................................................A10 - 61 10.5.2 MP Organization Chart for O&M ................................................................A10 - 62 10.5.3 O&M Personnel Cost for Master Plan .........................................................A10 - 63 10.5.4 Cleaning of Sewer (MP) ................................................................................A10 - 64 10.5.5 Total Personnel and Cost of Sewer Operation and Maintenance (MP) .........A10 - 66 10.5.6 Total of Personnel and Cost of Sewer Operation and Maintenance ..............A10 - 67 10.5.7 OM Cost Basis...............................................................................................A10 - 68 10.5.8 Power Consumption ......................................................................................A10 - 69 10.5.9 MP O&M Cost Details ..................................................................................A10 - 70

10.6 FS O&M Cost................................................................................................................A10 - 72 10.6.1 Sludge Disposal Cost (at FS stage)................................................................A10 - 72


10.6.2 FS Organizational Chart of O&M .................................................................A10 - 73 10.6.3 O&M Personnel Cost for Feasibility Study...................................................A10 - 74 10.6.4 Basis of Operation and Maintenance Cost Estimate (FS)..............................A10 - 75 10.6.5 STP Operation and Maintenance Costs for FS ..............................................A10 - 76 10.6.6 Total of Personnel and Cost of Sewer O&M (FS) .........................................A10 - 78 10.6.7 Total O&M Cost for FS .................................................................................A10 - 79


10.1 MP Sewer Construction Cost

10.1.1 Consideration of conversion ratio from Japan cost to Albania cost

Calculation of conversion ration about dia.600-900mm pipesAverage Setting figure

Personal expenditure ratio set about open cut method(φ600mm-) 39.7% 40.0%Other cost 60.0%

Sewer pipe construction cost example in Kamza (L=3000m, dia.600mm- , excavation depth 2.5m-6m)Average cost 280 US$/m 33,000 Yen/m

Estimated cost from the above example 88,435 Yen/m Covering depth as 1.5-4.0mOther additional cost ratio 70% Total = 150,340 Yen/m

Pipe material prices According to materials obtained at an exhibition in Tiranaplastic pipe 630mm diameter 45 Euro/m

⇒ 6,300 Yen/m

PVC pipe in Japan 600mm（outer dia 630mm) 21,000 Yen/m

conversion ratio to Albanian price 30.0%⇒ 30.0%

Total Japanese cost 171,340 Yen/m

conversion ratio to Albanian price 19.3%⇒ 20.0%

Construction cost as Φ600mm-900mm, covering depth of 2.5-6.0m by open cut methodPersonal expenditure ratio= 25%

Construction 150,340 Yen/m

pipe 21,000 Yen/m Japan⇒AlbaniaTotal 171,340 Yen/m 33,000 Yen/m 100% 0.193 20%personal 60,100 Yen/m 15000 Yen/m 45% 0.250 25%others 90,240 Yen/m 11,700 Yen/m 35% 0.130 12%pipe 21,000 Yen/m 6,300 Yen/m 19% 0.300 30%

Separated sewerCalculation with pipe diameter Φ200mm－500mm

Average Setting figurePersonal expenditure ratio of open cut method（200mm-500mm） 39.5% 40.0%

Other cost 60.0%

Japan Albania(Kamza)

(1) Open cut method

Construction cost of sewer pipe excluding pipe material costs base on the cost estimation standard of JSWA(Japan SewageWater Association)

ratio

Albanian Personal Expenditure=Japan Cost x 40% x 25%

compositioncontents of cost

Conversion

A10 - 1


Inner Outer Incl.pesonal Excl. personal Personalexpenditure Ratio

mm mm m Yen/m Yen/m ％ Yen/m

Separated sewer250 306 1.5 41,085 28,394 12,691 30.9% Average cost 3170250 306 2.0 47,157 30,511 16,646 35.3% 34,701 4,160250 306 2.5 56,128 33,875 22,253 39.6% 5560250 306 3.0 57,436 34,235 23,201 40.4% 5800250 306 3.5 64,566 37,043 27,523 42.6% 6880250 306 4.0 80,344 44,146 36,197 45.1% 9050300 306 1.5 42,761 29,401 13,360 31.2% Average cost 3340300 306 2.0 49,470 31,642 17,828 36.0% 35,781 4,460300 306 2.5 58,440 35,006 23,435 40.1% 5860300 306 3.0 60,039 35,368 24,671 41.1% 6170300 306 3.5 66,623 38,082 28,541 42.8% 7140300 306 4.0 82,401 45,186 37,216 45.2% 9300400 470 1.5 46,188 31,598 14,590 31.6% Average cost 3650400 470 2.0 53,533 33,963 19,570 36.6% 38,067 4,890400 470 2.5 62,504 37,327 25,177 40.3% 6290400 470 3.0 63,688 37,536 26,152 41.1% 6540400 470 3.5 71,363 40,438 30,926 43.3% 7730400 470 4.0 87,141 47,541 39,601 45.4% 9900500 584 1.5 52,612 35,556 17,056 32.4% Average cost 4260500 584 2.0 62,219 39,045 23,174 37.2% 43,384 5,790500 584 2.5 68,981 41,121 27,861 40.4% 6970500 584 3.0 71,851 42,308 29,544 41.1% 7390500 584 3.5 88,175 49,505 38,670 43.9% 9670500 584 4.0 96,578 52,768 43,810 45.4% 10950

Mixed sewer600 630 1.5 56,250 38,216 18,033 32.1% 4510600 630 2.0 66,493 41,829 24,664 37.1% 6170600 630 2.5 73,255 43,905 29,351 40.1% Average cost 7340600 630 3.0 76,269 45,032 31,238 41.0% 46,133 7,810600 630 3.5 92,593 52,229 40,364 43.6% 10090600 630 4.0 101,542 55,586 45,956 45.3% 11490800 932 1.5 65,062 44,434 20,628 31.7% 5160800 932 2.0 75,941 48,171 27,770 36.6% 6940800 932 2.5 83,976 50,495 33,481 39.9% Average cost 8370800 932 3.0 85,934 51,222 34,713 40.4% 52,498 8,680800 932 3.5 103,349 58,607 44,743 43.3% 11190800 932 4.0 112,844 62,058 50,786 45.0% 12700900 1050 1.5 76,030 50,722 25,308 33.3% 6330900 1050 2.0 84,065 53,047 31,019 36.9% 7750900 1050 2.5 93,738 56,440 37,298 39.8% Average cost 9320900 1050 3.0 104,235 61,309 42,925 41.2% 59,296 10,730900 1050 3.5 114,275 64,854 49,421 43.2% 12360900 1050 4.0 125,979 69,402 56,577 44.9% 14140

Pipe Diameter Construction cost Personal expenditureCoveringdepth note

Convertedpersonal

expenditure

A10 - 2


(2) Pipe Jacking method

Incl. personalexpenditure

Excl. personalexpenditure

Personalexpenditure

500mm 127.2 58 69.2 54%600mm 133.9 61.9 72.0 54%700mm 152.6 66.7 85.9 56%Average 55%

Personal expenditure 70% of Japan cost

Diameter conversion ratio

500mm 106.44 Yen/m 84%600mm 112.3 Yen/m 84%700mm 126.83 Yen/m 83%

Average conversion ratio 84%

(3) Shield methodConsideration of conversion ratio of shield tunneling construction cost

based on technical materials of Nihon Suido Consultants Co.,Ltd

Total personalexpenditure

equipments cost personalexpenditure

equipmentscost

Total personalexpenditure

equipmentscost

set set set 103Yen/m 103Yen/m 103Yen/m1,350 553,947,253 243,767,457 310,179,796 44.0% 56.0% 618 272 3461,500 553,947,253 243,767,457 310,179,796 44.0% 56.0% 680 299 3811,650 553,947,253 243,767,457 310,179,796 44.0% 56.0% 698 307 3911,800 553,947,253 243,767,457 310,179,796 44.0% 56.0% 723 318 4052,000 553,947,253 243,767,457 310,179,796 44.0% 56.0% 768 338 4302,200 553,947,253 243,767,457 310,179,796 44.0% 56.0% 800 352 448

Personal expenditure 70% of Japan cost

personalexpenditure

equipments cost Total ratioshare ofpersonal

expenditure103Yen/m 103Yen/m 103Yen/m % %

1,350 228 346 574 92.8% 39.7%1,500 250 381 631 92.8% 39.7%1,650 257 391 648 92.8% 39.7%1,800 266 405 671 92.8% 39.7%2,000 283 430 713 92.8% 39.7%2,200 295 448 743 92.8% 39.7%

Unit cost per meter

Albanian Personal Expense=Japan Cost x 55% x 25%

Construction cost（103Yen/m)

construction cost （103Yen/m)

Ratio of personalexpenditureestimation

Unit cost per meter

Albanian Personal Expense=Japan Cost x 44% x 25%

Dia

Dia.

Cost Ratio

A10 - 3


10.1.2 Trunk sewer cost estimation

Alternatives A , B-1, B-2 , B-3, B-4

A10 - 4


Alternative AExchange 115.74 Yen/US$

Trunk Sewer (Sewage only) 310 L/d Method:1Shield 2: Jacking 3 Open 107.23 Lek/US$

Area Division Pipe No. CumulativePopulation

DMFlow(m3/d)

PipeDiameter

(mm)

Pipe Length(m)

Unit cost forconstruction

cost per line106 Yen

cost per line103 US$

Greater Trunk sewer -1st 1 82,262 25,501 900 214 2 Jacking 54 116 1,002Tirana 2 257,654 79,873 1350 188.7 2 Jacking 62.2 117 1,011

3 5,192 1,610 1500 910 1 Shield 101.6 925 7,9924 2,293 711 1500 495.5 1 Shield 101.6 503 4,3465 11,694 3,625 1500 189.2 1 Shield 101.6 192 1,6596 302,558 93,793 2000 585.7 1 Shield 112.1 657 5,6777 11,306 3,505 2000 1156.2 1 Shield 112.1 1,296 11,1989 32,050 9,936 2200 1132.5 1 Shield 117.8 1,334 11,526

Subtotal 705,010 218,553 4,872 5,140 44,411Trunk sewer -2nd 8 101,368 31,424 1350 1130.8 1 Shield 99.5 1,125 9,720

10 19,821 6,145 500 927.2 2 Jacking 35.7 331 2,86014 44,502 13,796 1350 1096.4 1 Shield 99.5 1,091 9,42615 17,911 5,552 1350 727.1 1 Shield 99.5 723 6,24716 2,680 831 1350 1473.2 1 Shield 99.5 1,466 12,66617 44,379 13,758 1350 821.3 1 Shield 99.5 817 7,059

Subtotal 230,661 71,505 6,176 5,553 47,978Trunk sewer -3rd 11 1,253 388 2200 1444 1 Shield 117.8 1,701 14,697

12 6,008 1,862 2200 1867.5 1 Shield 117.8 2,200 19,00813 3,351 1,039 2200 2549 1 Shield 117.8 3,003 25,94618 5,652 1,752 1350 678 1 Shield 99.5 675 5,832

Subtotal 16,264 5,042 6,539 7,579 65,483Total 951,935 295,100 17,587 18,272 157,872

Method

A10 - 5


Alternative B-1Exchange 115.74 Yen/US$


Area Division Pipe No. Area PlannedPopulation

DMFlow(m3/d)

PipeDiameter

(mm)

Pipe Length(m)




Greater Trunk sewer -1st 1 305.972 82,262 25,501 900 214 2 Jacking 54 116 1,002Tirana 2 1770.41 257,654 79,873 1350 188.7 2 Jacking 62.2 117 1,011

3 51.92 5,192 1,610 1500 910 1 Shield 101.6 925 7,9924 143.5 2,293 711 1500 495.5 1 Shield 101.6 503 4,3465 33.3 11,694 3,625 1500 189.2 1 Shield 101.6 192 1,6596 1420.7 302,558 93,793 2000 585.7 1 Shield 112.1 657 5,6777 169 11,307 3,505 2000 1156.2 1 Shield 112.1 1,296 11,1989 427.575 32,863 10,187 2200 854 1 Shield 117.8 1,006 8,69210 448.2 7,162 2,220 2200 1511 1 Shield 117.8 1,780 15,379

11(STP) 372.9 15,959 4,947Subtotal 728,944 225,973 6,104 6,592 56,956

Trunk sewer -2nd 8 1102 101,368 31,424 1350 1130.8 1 Shield 99.5 1,125 9,720

Subtotal 101,368 31,424 1,131 1,125 9,720Trunk sewer -3rd 14 652.7 44,502 13,796 1350 1096.4 1 Shield 99.5 1,091 9,426

15 262.7 17,911 5,552 1350 727.1 1 Shield 99.5 723 6,24716 39.3 2,680 831 1350 1473.2 1 Shield 99.5 1,466 12,66617 650.9 44,379 13,758 1350 821.3 1 Shield 99.5 817 7,05912 - - - 013 - - - 0

18(Pri-K) 5,652 1,752 1350 678 1 Shield 99.5 675 5,83219 5,898 1,828

20(STP) 48,667 15,087Subtotal 169,689 52,604 4,796 4,772 41,230

1,000,000 310,000 12,032 12,489 107,906

Method

Total

A10 - 6





DMFlow(m3/d)

PipeDiameter

(mm)

Pipe Length(m)





3 51.92 5,192 1,610 1500 910 1 Shield 101.6 925 7,9924 143.5 2,293 711 1500 495.5 1 Shield 101.6 503 4,3465 33.3 11,694 3,625 1500 189.2 1 Shield 101.6 192 1,6596 1420.7 302,558 93,793 2000 585.7 1 Shield 112.1 657 5,6777 169 11,307 3,505 2000 1156.2 1 Shield 112.1 1,296 11,1989 427.575 32,863 10,187 2200 1275 1 Shield 117.8 1,502 12,977

10 821.1 23,121 7,168 2200 1511 1 Shield 117.8 1,780 15,37911(STP) 0 0 0Subtotal 728,944 225,973 6,525 7,088 61,241


Subtotal 101,368 31,424 1,131 1,125 9,720Trunk sewer -3rd 14 652.7 44,502 13,796 1350 1096.4 1 Shield 99.5 1,091 9,426

15 262.7 17,911 5,552 1350 727.1 1 Shield 99.5 723 6,24716 39.3 2,680 831 1350 1473.2 1 Shield 99.5 1,466 12,66617 650.9 44,379 13,758 1350 821.3 1 Shield 99.5 817 7,05912 - - - 013 - - - 0

18(Pri-K) 5,652 1,752 1350 678 1 Shield 99.5 675 5,83219 5,898 1,828

20(STP) 48,667 15,087Subtotal 169,689 52,604 4,796 4,772 41,230

1,000,000 310,000 12,453 12,985 112,191Total

Method

A10 - 7




Area Division Pipe No. Area PresentPopulation

PlannedPopulation

DMFlow(m3/d)

PipeDiameter

(mm)

Pipe Length(m)




Greater Trunk sewer -1st 1 306.0 82,262 25,501 900 214 2 Jacking 54 116 1,002

Tirana 2 1770.4 257,654 79,873 1350 188.7 2 Jacking 62.2 117 1,011

3 51.9 5,192 1,610 1500 910 1 Shield 101.6 925 7,992

4 143.5 2,293 711 2200 1880 1 Shield 117.8 2,215 19,138

5 33.3 11,694 3,625 1500 995 1 Shield 101.6 1,011 8,735

6 1420.7 302,558 93,793 1500 413 1 Shield 101.6 420 3,629

7 169.0 11,307 3,505 1350 586 1 Shield 99.5 583 5,037

9 427.6 32,863 10,187 1350 1130 1 Shield 99.5 1,124 9,711

10 456.3 5,909 1,832 1350 750 1 Shield 99.5 746 6,445

11(STP) 206.5 17,212 5,336

11(圧送） 800 2750 3 Open 17.6 484 4,182

Subtotal 728,944 225,973 9,817 7,741 66,882


Subtotal 101,368 31,424 1,131 1,125 9,720

Trunk sewer -3rd 14 652.7 44,502 13,796 1350 1096.4 1 Shield 99.5 1,091 9,426

15 262.7 17,911 5,552 1350 727.1 1 Shield 99.5 723 6,247

16 39.3 2,680 831 1350 1473.2 1 Shield 99.5 1,466 12,666

17 650.9 44,379 13,758 1350 821.3 1 Shield 99.5 817 7,059

12 - - - 0

13 - - - 0

18(Pri-K) 5,652 1,752 1350 678 1 Shield 99.5 675 5,832

19 5,898 1,828 1350 856 1 Shield 99.5 852 7,361

20(STP) 48,667 15,087

Subtotal 169,689 52,604 5,653 5,624 48,591

1,000,000 310,000 16,600 14,490 125,193

Method

Total

A10 - 8


Alternative B-4 Exchange115.74 Yen/US$



DMFlow(m3/d)

PipeDiameter

(mm)

PipeLength

(m)





3 51.92 5,192 1,610 1500 1300 1 Shield 101.6 1,321 11,4144 143.5 2,293 711 1350 1880 1 Shield 99.5 1,871 16,1665 33.3 11,694 3,625 1500 350 1 Shield 101.6 356 3,0766 1420.7 302,558 93,793 1500 350 1 Shield 101.6 356 3,0767 169 11,307 3,505 1350 586 1 Shield 99.5 583 5,03712 - - - 2000 1600 1 Shield 013 - - - 0

Subtotal 672,960 208,618 6,469 4,720 40,782Trunk sewer -2nd 8 1102 101,368 31,424 1350 1130.8 1 Shield 99.5 1,125 9,720

9 427.575 32,863 10,187 1350 854 1 Shield 99.5 850 7,34410 614.6 5,909 1,832 1350 1511 1 Shield 99.5 1,503 12,986

11(STP) 206.5 17,212 5,336Subtotal 157,352 48,779 3,496 3,478 30,050

Trunk sewer -3rd 14 652.7 44,502 13,796 1350 1096.4 1 Shield 99.5 1,091 9,42615 262.7 17,911 5,552 1350 727.1 1 Shield 99.5 723 6,24716 39.3 2,680 831 1350 1473.2 1 Shield 99.5 1,466 12,66617 650.9 44,379 13,758 1350 821.3 1 Shield 99.5 817 7,059

18(Pri-K) 5,652 1,752 1350 678 1 Shield 99.5 675 5,83219 5,898 1,828

20(STP) 48,667 15,087Subtotal 169,689 52,604 4,796 4,772 41,230

1,000,000 310,000 14,761 12,970 112,062Total

Method

A10 - 9

10.1.3 Cost comparison of B-3 routes

Comparative routes B-3a, B-3b, B-3c, B-3d

A10 - 10

(1) Comparison of MP area (1-3 phases total)Japan Price (Yen) Cost comparison between alternatives of B-3

Length(m)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)No.

Flow(m3/s)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

B-3 16,600 14,490 0.50 19,341 3.33 14,972 4.67 11(PS) 0.8 782 19.0 50,050 42.9

18 0.59 466 15.4

B-3(a) 18,525 9,807 0.56 19,341 3.33 14972 4.67 10b(PS) 0.8 782 19.0 45,713 87.6

STP 4.23 811 60.0

B-3(b) 17,966 5,375 0.55 19,341 3.33 14972 4.67 8-1 0.52 466 14.1 43,148 109.0

4-1 3.43 1,747 51.9

18-1 0.59 466 15.4

10b(PS) 0.8 782 19.0

B-3(c) 18,026 6,445 0.55 19,341 3.33 14972 4.67 10b(PS) 4.23 2,292 60.0 43,982 98.1

8-1 0.52 466 14.1

18-1 0.59 466 15.4

B-3(d) 21,619 8,996 0.66 19,341 3.33 14972 4.67 10b(PS) 2.47 741 41.4 44,516 65.5

18-1 0.59 466 15.4

284,984 Main sewer length= 109,570 mBranch sewer length= 153,796 m

Albanian Price (Yen)

Length(m)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)No.

Flow(m3/s)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

B-3 16,600 12,248 0.09 10,933 0.60 2,994 0.85 11(PS) 0.8 625 3.8 27,173 8.4

18 0.59 373 3.1

B-3(a) 18,525 5,447 0.10 10,933 0.60 2994.4 0.85 10b(PS) 0.8 625 3.8 20,649 17.4

4.23 649 12.0

B-3(b) 17,966 1,612 0.10 10,933 0.60 2994.4 0.85 8-1 0.52 373 2.8 18,307 21.6

4-1 3.43 1,397 10.4

18-1 0.59 373 3.1

10b(PS) 0.8 625 3.8

B-3(c) 18,026 1,645 0.10 10,933 0.60 2994.4 0.85 10b(PS) 4.23 1,834 12.0 18,151 19.7

8-1 0.52 373 3.1

18-1 0.59 373 3.1

B-3(d) 21,619 4,687 0.12 10,933 0.60 2994.4 0.85 10b(PS) 2.47 593 8.3 19,580 12.9

18-1 0.59 373 3.1

Albanian Price (Lek)

Length(m)

Construction

(106 Lek)

O&M

(106 Lek/yr)

Construction

(106 Lek)

O&M

(106 Lek/yr)

Construction

(106 Lek)

O&M

(106 Lek/yr)No.

Flow(m3/s)

Construction

(106 Lek)

O&M

(106 Lek/yr)

Construction

(106 Lek)

O&M

(106 Lek/yr)

B-3 16,600 11,342 0.08 10,124 0.56 2,773 0.78 11(PS) 0.8 579 3.5 25,163 7.8

18 0.59 345 2.9

B-3(a) 18,525 5,044 0.09 10,124 0.56 2,773 0.78 10b(PS) 0.8 579 3.5 19,121 16.1

4.23 601 11.1

B-3(b) 17,966 1,493 0.09 10,124 0.56 2,773 0.78 8-1 0.52 345 2.6 16,953 20.0

4-1 3.43 1,294 9.6

18-1 0.59 345 2.9

10b(PS) 0.8 579 3.5

B-3(c) 18,026 1,523 0.09 10,124 0.56 2,773 0.78 10b(PS) 4.23 1,698 11.1 16,808 18.3

8-1 0.52 345 2.9

18-1 0.59 345 2.9

B-3(d) 20,763 4,340 0.11 10,124 0.56 2,773 0.78 10b(PS) 2.47 549 7.7 18,131 12.0

18-1 0.59 345 2.9

Pumping Station Total

TotalTrunk sewer Pumping Station Main Sewer Branch Sewer


Trunk sewer

Trunk sewer Main Sewer Branch Sewer

Main Sewer Branch Sewer

A10 - 11

(2) Trunk sewer comparison in MP area (1-3 phases total)Japan Price (Yen) Cost comparison between alternatives of B-3

Length(m)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)No.

Flow(m3/s)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

B-3 16,600 14,490 0.50 11(PS) 0.8 782 19.0 15,737 34.9

18 0.59 466 15.4

B-3(a) 18,525 9,807 0.56 10b(PS) 0.8 782 19.0 11,400 79.6

4.23 811 60.0

B-3(b) 17,966 5,375 0.55 8-1 0.52 466 14.1 8,835 101.0

4-1 3.43 1,747 51.9

18-1 0.59 466 15.4

10b(PS) 0.8 782 19.0

B-3(c) 18,026 6,445 0.55 10b(PS) 4.23 2,292 60.0 9,669 90.1

8-1 0.52 466 14.1

18-1 0.59 466 15.4

B-3(d) 21,619 8,996 0.66 10b(PS) 2.47 741 41.4 10,203 57.5

18-1 0.59 466 15.4

284,984 Main sewer length= 109,570 mBranch sewer length= 153,796 m 1 yen= 0.926 Lek

Albanian Price (Yen)

Length(m)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)No.

Flow(m3/s)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

O&M

(106 Yen/yr)

B-3 16,600 12,248 0.09 11(PS) 0.8 625 3.8 13,246 7.0

18 0.59 373 3.1

B-3(a) 18,525 5,447 0.10 10b(PS) 0.8 625 3.8 6,721 15.9

4.23 649 12.0

B-3(b) 17,966 1,612 0.10 8-1 0.52 373 2.8 4,380 20.2

4-1 3.43 1,397 10.4

18-1 0.59 373 3.1

10b(PS) 0.8 625 3.8

B-3(c) 18,026 1,645 0.10 10b(PS) 4.23 1,834 12.0 4,224 18.3

8-1 0.52 373 3.1

18-1 0.59 373 3.1

B-3(d) 21,619 4,687 0.12 10b(PS) 2.47 593 8.3 5,652 11.5

18-1 0.59 373 3.1

Albanian Price (Lek)

Length(m)

Construction

(106 Lek)

O&M

(106 Lek/yr)

Construction

(106 Lek)

O&M

(106 Lek/yr)

Construction

(106 Lek)

O&M

(106 Lek/yr)No.

Flow(m3/s)

Construction

(106 Lek)

O&M

(106 Lek/yr)

Construction

(106 Lek)

O&M

(106 Lek/yr)

B-3 16,600 11,342 0.08 11(PS) 0.8 579 3.5 12,266 6.5

18 0.59 345 2.9

B-3(a) 18,525 5,044 0.09 10b(PS) 0.8 579 3.5 6,569 17.6

18 0.59 345 2.9

STP 4.23 601 11.1

B-3(b) 17,966 1,493 0.09 8-1 0.52 345 2.6 4,056 18.7

4-1 3.43 1,294 9.6

18-1 0.59 345 2.9

10b(PS) 0.8 579 3.5

B-3(c) 18,026 1,523 0.09 10b(PS) 4.23 1,698 11.1 3,911 16.9

8-1 0.52 345 2.9

18-1 0.59 345 2.9

B-3(d) 20,763 4,340 0.11 10b(PS) 2.47 549 7.7 5,234 10.6

18-1 0.59 345 2.9


Trunk sewer

Trunk sewer Main Sewer Branch Sewer

Main Sewer Branch Sewer Pumping Station Total

TotalTrunk sewer Pumping Station Main Sewer Branch Sewer

A10 - 12

(3) 1st phase area comparison

Japan Price (Yen) Cost comparison between alternatives of B-3

Length(m)

Construction

(106 Yen)

Repair

(106 Yen/yr)

O&M

(106 Yen/yr)

Construction

(106 Yen)

Repair

(106 Yen/yr)

O&M

(106 Yen/yr)

Construction

(106 Yen)

Repair

(106 Yen/yr)

O&M

(106 Yen/yr)No.

Flow(m3/s)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

Repair(Pipe)

(106 Yen/yr)

O&M(Pipe)

(106 Yen/yr)

O&M+R(Pipe)

(106 Yen/yr)

O&M+R(Total)

(106 Yen/yr)

B-3 9,817 7,741 0.64 0.30 8,765 2.4 1.1 7,374 4.8 2.3 11(PS) 0.8 782 19.0 24,662 7.9 3.7 11.6 30.6

B-3(a) 10,766 6,740 0.70 0.33 8,765 2.4 1.1 7,374.0 4.8 2.3 10b(PS) 0.8 782 19.0 24,472 8.0 3.7 11.7 90.7

STP 4.23 811 60.0

B-3(b) 10,716 3,848 0.70 0.33 8,765 2.4 1.1 7,374.0 4.8 2.3 4-1 3.43 1,747 51.9 21,734 8.0 3.7 11.7 63.6

10b(PS) 0.8 782 19.0

B-3(c) 10,776 4,918 0.70 0.33 8,765 2.4 1.1 7,374.0 4.8 2.3 10b(PS) 4.23 2,292 60.0 23,349 8.0 3.7 11.7 71.7

B-3(d) 13,398 6,824 0.87 0.41 8,765 2.4 1.1 7,374.0 4.8 2.3 10b(PS) 0.8 741 19.0 23,704 8.1 3.8 11.9 30.9

O&M cost (inspection, cleaning): 0.0304 103

yen/m/year Main sewer 37,280 mRepairing cost 0.0649 10

3yen/m/year Branch sewer 74,470 m 8,126 3,801 0

0.0953 103

yen/m/year Trunk sewer 13,398 m 11,927*excluding personal expenditure 125,148 m

Construction O&M

Albanian Price Estimation (Yen) Cost comparison between alternatives of B-3 100% 80% 20%

Length(m)

Construction

(106 Yen)

Repair

(106 Yen/yr)

O&M

(106 Yen/yr)

Construction

(106 Yen)

Repair

(106 Yen/yr)

O&M

(106 Yen/yr)

Construction

(106 Yen)

Repair

(106 Yen/yr)

O&M

(106 Yen/yr)No.

Flow(m3/s)

Construction

(106 Yen)

O&M

(106 Yen/yr)

Construction

(106 Yen)

Repair(Pipe)

(106 Yen/yr)

O&M(Pipe)

(106 Yen/yr)

O&M+R(Pipe)

(106 Yen/yr)

O&M+R(Total)

(106 Yen/yr)建設費比率

B-3 9,817 4,939 0.64 0.30 5,946 2.42 1.13 1,474.8 4.84 2.26 11(PS) 0.8 625 3.8 12,984 7.9 3.7 11.6 15.4 1.00

B-3(a) 10,766 3,810 0.70 0.33 5,946 2.42 1.13 1,475 4.84 2.26 10b(PS) 0.8 625 3.8 12,504 8.0 3.7 11.7 27.5 0.96

4.23 649 12.0

B-3(b) 10,716 1,172 0.70 0.33 5,946 2.42 1.13 1,475 4.84 2.26 4-1 3.43 1,397 10.4 9,989 8.0 3.7 11.7 22.1 0.77

10b(PS) 0.8 625 3.8

B-3(c) 10,776 1,205 0.70 0.33 5,946 2.42 1.13 1,475 4.84 2.26 10b(PS) 4.23 1,834 12.0 10,459 8.0 3.7 11.7 23.7 0.81

B-3(d) 13,398 3,781 0.87 0.41 5,946 2.42 1.13 1,475 4.84 2.26 10b(PS) 0.8 593 3.8 11,794 8.1 3.8 11.9 15.7 0.91


yen/year/mPersonal expenditure ratio 90.1 ％

personal expenditure equivarent 0.027 103 yen/year/m

convert ratio to Albanian cost 25%

coverted personal expenditure 0.007 103 yen/year/m

other cost 0.003 103 yen/year/m

converted O&M cost 0.010 103 yen/year/m

Albanian Price Estimation (Lek) Cost comparison between alternatives of B-3 1 yen= 0.926 Lek

Length(m)

Construction

(106 Lek)

Repair

(106 Yen/yr)

O&M

(106 Lek/yr)

Construction

(106 Lek)

Repair

(106 Yen/yr)

O&M

(106 Lek/yr)

Construction

(106 Lek)

Repair

(106 Yen/yr)

O&M

(106 Lek/yr)No.

Flow(m3/s)

Construction

(106 Lek)

O&M

(106 Yen/yr)

Construction

(106 Yen)

Repair(Pipe)

(106 Yen/yr)

O&M(Pipe)

(106 Yen/yr)

O&M+R(Pipe)

(106 Yen/yr)

O&M+R(Total)

(106 Yen/yr)建設費比率

B-3 9,817 4,574 0.59 0.28 5,506 2.24 1.05 1,365.7 4.48 2.09 11(PS) 0.8 579 3.5 12,024 7.3 3.4 10.7 14.3 1.00

B-3(a) 10,766 3,528 0.65 0.30 5,506 2.24 1.05 1,365.7 4.48 2.09 10b(PS) 0.8 579 3.5 11,579 7.4 3.4 10.8 25.4 0.96

4.23 601 11.1

B-3(b) 10,716 1,085 0.64 0.30 5,506 2.24 1.05 1,365.7 4.48 2.09 4-1 3.43 1,294 9.6 9,250 7.4 3.4 10.8 20.4 0.77

10b(PS) 0.8 579 3.5

B-3(c) 10,776 1,116 0.65 0.30 5,506 2.24 1.05 1,365.7 4.48 2.09 10b(PS) 4.23 1,698 11.1 9,685 7.4 3.4 10.8 21.9 0.81

B-3(d) 13,398 3,501 0.81 0.38 5,506 2.24 1.05 1,365.7 4.48 2.09 10b(PS) 2.47 549 3.5 10,922 7.5 3.5 11.0 14.6 0.91


yen/year/m

Total

Main Sewer Branch sewer

Total

Total

Pumping ST conversionratio

Pipe O&M,Repair costconversion ratio

Trunk sewer Main Sewer Branch sewer Pumping Station

Trunk sewer Pumping Station

Trunk sewer Main Sewer Pumping Station Branch sewer

A10 - 13

Volume IIII Supporting Report

10.2 FS Sewer Construction Cost

10.2.1 Cost estimation of Fesibility study area

(1) Construction schedule and annual investment

No. District Pipelength

Cost(106Lek)

Personalexpenditure 2010 2011 2012 2013

Trunk 1 Tirana(Lana-N) 76 41 5.3 1.02 Tirana(Lana-S) 75 47 4.7 1.03 Tirana-W 4003 1,951 193.1 0.3 0.3 0.3 0.1

Total 585 585 585 283Main 1 Tirana(Lana-N) 90 1.7 0.12 0.5 0.5

2 Tirana(Lana-S) 130 3.5 0.24 0.5 0.53 Tirana-W 130 3.5 0.24 0.3 0.3 0.410 Kashar(Yz,Mez) 1000 9.7 0.59 0.5 0.5

Total 6 6 4 3Branch 1 Tirana(Lana-N) 5,000 48.6 2.97 0.5 0.5

2 Tirana(Lana-S) 10,000 97.2 5.94 0.5 0.53 Tirana-W 5,000 48.6 2.97 0.3 0.3 0.410 Kashar(Yz,Mez) 7600 73.9 4.51 0.5 0.5

Total 52 52 92 73

Trunk sewer FC Pers-exp 57.94 57.94 57.94 29.31Others 527.06 527.06 527.06 253.69

Main sewer LC Pers-exp 0.37 0.37 0.27 0.18Others 5.63 5.63 3.73 2.82

Branch sewer LC Pers-exp 3.15 3.15 5.64 4.45Others 48.85 48.85 86.36 68.55

Pers-exp: Personal Expenditure

2010 2011 2012 2013 TotalTrunk sewer 1200.9 1200.9 1200.9 551.3Main sewer 539 539 162 110Branch sewer 5300 5300 9500 7500

7039.9 7039.9 10862.9 8161.3 33104

Pipelength

A10 - 14


(2) Contents of construction cost of the feasibility study area106Lek

FC LC Total FC LC Total FC LC Total FC LC Total

Trunk　Sewer 585.0 585.0 585.0 585.0 585.0 585.0 283.0 283.0

Main Sewer 6.0 6.0 6.0 6.0 4.0 4.0 3.0 3.0

Branch Sewer 52.0 52.0 52.0 52.0 92.0 92.0 73.0 73.0

Total(Lek) 585.0 58.0 643.0 585.0 58.0 643.0 585.0 96.0 681.0 283.0 76.0 359.0

FC:Foreign cost LC: Local cost

106Lek

Pers-exp Others Total Pers-exp Others Total Pers-exp Others Total Pers-exp Others Total

Trunk　Sewer 57.9 527.1 585.0 57.9 527.1 585.0 57.9 527.1 585.0 29.3 253.7 283.0

Main Sewer 0.4 5.6 6.0 0.4 5.6 6.0 0.3 3.7 4.0 0.2 2.8 3.0

Branch Sewer 3.2 48.9 52.0 3.2 48.9 52.0 5.6 86.4 92.0 4.5 68.6 73.0

Total(Lek) 61.5 581.5 643.0 61.5 581.5 643.0 63.9 617.2 681.0 33.9 325.1 359.0

Pers-exp: Personal ExpenditureExchange rate 0.836 Lek/yen

2013

2010 2011 2012 2013

2010 2011 2012

A10 - 15


10.2.2 Cost of Trunk sewer No.3(1) Construction cost of Trunk sewer No.3 Convert coefficient to actual cost 0.8

Length Volume ofdigged solid

Estimatedactual cost

Starting Receiving (center interval) 20 Shaft Unit costof jacking

Jacking Total Total

m m m m2 m3 mm mm ｍ m3 106　Lek 106　Lek/m 106　Lek 106　Lek 106　Lek1 6.79 9.5 12.0 114.0 900 1080 76 75 4.6 0.608 46.2 50.8 40.6

2 6.54 9.5 12.0 114.0 1350 1600 75 158 4.6 0.728 54.6 59.2 47.3

3 9.94 13.0 31.0 403.0 1500 1780 100 260 12.1 0.686 68.6 80.7 64.5

4 8.55 11.5 12.0 138.0 1500 1780 123 320 5.2 0.615 75.7 80.8 64.7

5 6.87 10.0 31.0 310.0 1500 1780 196 510 9.5 0.508 99.6 109.0 87.2

6 11.02 14.0 12.0 168.0 1500 1780 93 242 6.0 0.712 66.2 72.2 57.7

7 12.98 16.0 31.0 496.0 1500 1780 178 463 14.8 0.526 93.6 108.3 86.7

8 13.9 17.0 12.0 204.0 1500 1780 167 434 6.9 0.538 89.8 96.8 77.4

9 11.01 14.0 31.0 434.0 1500 1780 190 494 13.0 0.514 97.6 110.6 88.5

10 10.15 13.5 12.0 162.0 1500 1780 223 580 5.8 0.483 107.6 113.5 90.8

11 9.46 12.5 31.0 387.5 1500 1780 174 453 11.7 0.53 92.2 103.8 83.1

12 9.96 13.0 12.0 156.0 1500 1780 134 349 5.7 0.588 78.8 84.4 67.5

13 12.35 15.5 31.0 480.5 1500 1780 246 640 14.3 0.469 115.4 129.7 103.8

14 12.77 16.0 12.0 192.0 1500 1780 141 367 6.6 0.576 81.2 87.8 70.2

15 13.21 16.5 31.0 511.5 1500 1780 154 401 15.2 0.555 85.5 100.7 80.6

16 13.69 17.0 12.0 204.0 1500 1780 183 476 6.9 0.52 95.2 102.1 81.7

17 12.82 16.0 31.0 496.0 1500 1780 182 473 14.8 0.521 94.8 109.6 87.7

18 11.28 14.5 12.0 174.0 1500 1780 105 273 6.1 0.669 70.3 76.4 61.1

19 9.94 13.0 31.0 403.0 1500 1780 69 180 12.1 0.849 58.6 70.7 56.6

20 9.76 13.0 12.0 156.0 1500 1780 131 341 5.7 0.599 78.4 84.1 67.3

21 9.37 12.5 31.0 387.5 1500 1780 165 429 11.7 0.54 89.2 100.9 80.7

22 8.92 12.0 12.0 144.0 1500 1780 200 520 5.3 0.504 100.9 106.2 85.0

23 8.05 11.0 31.0 341.0 1500 1780 190 494 10.4 0.514 97.6 107.9 86.3

24 7.69 11.0 12.0 132.0 1500 1780 201 523 5.0 0.504 101.3 106.3 85.0

25 8.05 11.0 31.0 341.0 1500 1780 174 453 10.4 0.582 101.3 111.6 89.3

26 7.67 11.0 12.0 132.0 1500 1780 100 260 5.0 0.686 68.6 73.6 58.9

27 7.93 11.0 31.0 341.0 1500 1780 184 479 10.4 0.519 95.5 105.9 84.7

28 8.39 11.5 12.0 138.0 1500 1780 0 5.2 5.2 4.1

4,154 244.8 2,304.0 2,548.7 2,039.0

No. Construction cost（103Lek)

Construction cost（106Lek)

Main sewer 1 3 m 90 m 18.6 103Lek/m 1,6742 3 130 26.7 3,4753 3 130 26.7 3,475

10-2 2 800 9.7 7,7762 200 9.7 1,944

Subtotal 1,350 18,344 18.3Branch sewer 1 2 m 5,000 m 9.7 103Lek/m 48,600

2 2 10,000 9.7 97,2003 2 5,000 9.7 48,600

10-2 2 4,600 9.7 44,7122 3,000 9.7 29,160

Subtotal 27,600 268,272 268.3

33,104 m 2,326

Unit construction costCover depth(m) Length(m)

Total

600600200200

200200

Calculated construction costDepth of shaft

No.Outer

diameter

Diggingarea

of shaft

Volume of digged

solidDiameterCover

depth

Total

Diameter(mm)

400

200200200

A10 - 16


Lek Lek

1 2 3 4 5 6 7 8 9 10 11 12 13 14Length of span (m) 76 75 100 123 196 93 178 167 190 223 174 134 246 141Cost (1) Jacking 28,048,572 34,981,168 44,614,069 50,381,310 68,810,201 42,880,800 64,288,395 61,482,758 67,313,599 75,621,210 63,225,427 53,145,347 81,477,051 54,950,116

1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,2922,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342

897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,00088,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680

521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635

Total of cost (1) (a) 28,570,683 34,366,334 42,419,439 47,240,852 62,647,405 40,970,426 58,867,175 56,521,663 61,396,246 68,341,409 57,978,534 49,551,587 73,236,892 51,060,374Cost (2) Temporary work (b) 3,428,482 3,780,296 4,666,138 5,196,493 6,891,214 4,506,746 6,475,389 6,217,382 6,753,587 6,834,140 6,377,638 5,450,674 7,323,689 5,616,641

(a)+(b) 31,999,165 38,146,630 47,085,577 52,437,345 69,538,619 45,477,172 65,342,564 62,739,045 68,149,833 75,175,549 64,356,172 55,002,261 80,560,581 56,677,015Site management (c) 9,279,757 11,062,522 14,125,672 15,731,203 20,166,199 13,643,151 18,949,343 18,194,322 19,763,451 21,800,908 18,663,289 15,950,655 23,362,568 16,436,334

(a)+(b)+(c) 41,278,922 49,209,152 61,211,249 68,168,548 89,704,818 59,120,323 84,291,907 80,933,367 87,913,284 96,976,457 83,019,461 70,952,916 103,923,149 73,113,349General management (d) 4,953,470 5,413,006 7,345,349 7,498,540 9,867,529 7,094,438 9,272,109 8,902,670 9,670,461 10,667,410 9,132,140 7,804,820 11,431,546 8,042,468Total of cost (2) (b)+(c)+(d) 17,661,709 20,255,824 26,137,159 28,426,236 36,924,942 25,244,335 34,696,841 33,314,374 36,187,499 39,302,458 34,173,067 29,206,149 42,117,803 30,095,443

Direct Cost Sum of the costs (1)+(2) 46,232,392 54,622,158 68,556,598 75,667,088 99,572,347 66,214,761 93,564,016 89,836,037 97,583,745 107,643,867 92,151,601 78,757,736 115,354,695 81,155,817Construction cost ⇒ 46,232,000 54,622,000 68,556,000 75,667,000 99,572,000 66,214,000 93,564,000 89,836,000 97,583,000 107,643,000 92,151,000 78,757,000 115,354,000 81,155,000

Depth of shaft (m) 9.5 9.5 13.0 11.5 10.0 14.0 16.0 17.0 14.0 13.5 12.5 13.0 15.5 16.0Cost (1) Construction of shaft 1,639,240 1,639,240 6,481,853 1,804,729 5,058,568 2,011,590 7,905,138 2,259,824 6,956,281 1,970,218 6,244,639 1,928,846 7,667,924 2,177,079

Setting of manhole in shaft 1,204,626 1,204,626 1,095,237 1,433,686 859,750 1,720,011 1,330,724 2,063,601 1,173,733 1,662,746 1,055,989 1,605,481 1,291,476 1,949,071Total 2,843,866 2,843,866 7,577,090 3,238,415 5,918,317 3,731,601 9,235,863 4,323,425 8,130,014 3,632,964 7,300,628 3,534,327 8,959,400 4,126,150

Cost (2) 1,706,318 1,706,318 4,546,252 1,943,048 3,550,994 2,238,958 5,541,518 2,594,058 4,878,010 2,179,778 4,380,381 2,120,598 5,375,639 2,475,689

Direct Cost Sum of the costs (1)+(2) 4,550,184 4,550,184 12,123,342 5,181,463 9,469,311 5,970,560 14,777,381 6,917,482 13,008,024 5,812,742 11,681,009 5,654,924 14,335,039 6,601,839Construction cost ⇒ 4,550,000 4,550,000 12,123,000 5,181,000 9,469,000 5,970,000 14,777,000 6,917,000 13,008,000 5,812,000 11,681,000 5,654,000 14,335,000 6,601,000

Item of construction cost

(2)The contents of construction cost of trunk sewer No.3

Trunk sewer Shaft No.Trunk sewer Shaft No.

Solid transportation equipment

Boring a hole in manhole

Pipe laying in shaftTemporary equipmentTelecommunication & ventilationequipmentInjection equipment

A10 - 17


Length of span (m)Cost (1) Jacking

Total of cost (1) (a)Cost (2) Temporary work (b)

(a)+(b)Site management (c)

(a)+(b)+(c)General management (d)Total of cost (2) (b)+(c)+(d)

Direct Cost Sum of the costs (1)+(2)Construction cost ⇒

Depth of shaft (m)

Cost (1) Construction of shaftSetting of manhole in shaftTotal

Cost (2)

Direct Cost Sum of the costs (1)+(2)Construction cost ⇒

Item of construction cost

(2)The contents of construction cost of trunk sewer No.3

Solid transportation equipment

Boring a hole in manhole

Pipe laying in shaftTemporary equipmentTelecommunication & ventilationequipmentInjection equipment

Lek Lek

15 16 17 18 19 20 21 22 23 24 25 26 27 28154 183 182 105 69 131 165 200 190 201 174 100 184

58,214,487 65,501,830 65,252,863 45,885,904 36,847,292 52,433,146 60,985,324 69,808,069 67,313,599 70,091,636 63,225,427 44,614,069 65,750,8971,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,292 1,331,2922,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342 2,750,342

897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,000 897,00088,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680 88,680

521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938 521,938537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635 537,635

53,789,388 59,881,607 59,673,471 43,482,693 35,926,413 48,956,187 56,105,808 63,481,623 61,396,246 63,718,685 57,978,534 42,419,439 60,089,8275,916,832 6,586,976 6,564,081 4,783,096 4,311,169 5,385,180 6,171,638 6,982,978 6,753,587 7,009,055 6,377,638 4,666,138 6,609,880

59,706,220 66,468,583 66,237,552 48,265,789 40,237,582 54,341,367 62,277,446 70,464,601 68,149,833 70,727,740 64,356,172 47,085,577 66,699,70717,314,803 19,275,889 19,208,889 14,479,736 12,071,274 16,302,410 18,060,459 20,434,734 19,763,451 20,511,044 18,663,289 14,125,672 19,342,91577,021,023 85,744,472 85,446,441 62,745,525 52,308,856 70,643,777 80,337,905 90,899,335 87,913,284 91,238,784 83,019,461 61,211,249 86,042,6228,472,312 9,431,891 9,399,108 7,529,462 6,277,062 7,770,815 8,837,169 9,998,926 9,670,461 10,036,266 9,132,140 7,345,349 9,464,688

31,703,947 35,294,756 35,172,078 26,792,294 22,659,505 29,458,405 33,069,266 37,416,638 36,187,499 37,556,365 34,173,067 26,137,159 35,417,483

85,493,335 95,176,363 94,845,549 70,274,987 58,585,918 78,414,592 89,175,074 100,898,261 97,583,745 101,275,050 92,151,601 68,556,598 95,507,31085,493,000 95,176,000 94,845,000 70,274,000 58,585,000 78,414,000 89,175,000 100,898,000 97,583,000 101,275,000 92,151,000 68,556,000 95,507,000

16.5 17.0 16.0 14.5 13.0 13.0 12.5 12.0 11.0 11.0 11.0 11.0 11.0 11.58,142,353 2,259,824 7,905,138 2,052,962 6,481,853 1,928,846 6,244,639 1,846,101 5,532,996 1,763,356 5,532,996 1,763,356 5,532,996 1,804,7291,369,972 2,063,601 1,330,724 1,777,276 1,095,237 1,605,481 1,055,989 1,490,951 938,245 1,376,421 938,245 1,376,421 938,245 1,433,6869,512,325 4,323,425 9,235,863 3,830,238 7,577,090 3,534,327 7,300,628 3,337,052 6,471,241 3,139,778 6,471,241 3,139,778 6,471,241 3,238,415

5,707,397 2,594,058 5,541,518 2,298,139 4,546,252 2,120,598 4,380,381 2,002,228 3,882,743 1,883,867 3,882,743 1,883,867 3,882,743 1,943,048

15,219,722 6,917,482 14,777,381 6,128,377 12,123,342 5,654,924 11,681,009 5,339,281 10,353,985 5,023,645 10,353,985 5,023,645 10,353,985 5,181,46315,219,000 6,917,000 14,777,000 6,128,000 12,123,000 5,654,000 11,681,000 5,339,000 10,353,000 5,023,000 10,353,000 5,023,000 10,353,000 5,181,000

Trunk sewer Shaft No.Trunk sewer Shaft No.

A10 - 18

Volume Ⅲ Supporting Report

10.2.3 Cost of Open Cut

(1) Construction cost of open cut methodAlbanian Lek 103Lek/m Groundwater level = 5m

Pipe Coveringdepth

m 150 200 250 300 350 400 450 500 600 700

PVC 0.6 6.3 7.0 8.9 9.5 11.1 13.5 14.9

0.8 6.7 7.5 9.4 10.0 11.6 14.0 15.4

1.0 7.1 7.8 9.7 10.2 12.1 14.5 16.0

1.2 7.7 8.3 10.2 10.7 12.6 15.0 16.5 19.4 22.0 24.0

1.5 8.2 8.8 10.7 11.3 13.1 15.8 16.9 20.4 23.2 25.0

2.0 9.1 9.7 11.8 12.6 14.4 17.1 18.1 21.7 24.7 26.9

2.5 9.9 10.8 12.9 13.6 15.5 18.3 19.3 23.2 26.4 28.7

3.0 10.3 10.9 13.1 13.8 15.8 18.6 20.3 23.4 26.7 28.9

3.5 11.9 12.7 14.9 15.6 17.6 20.6 22.6 25.7 29.2 31.3

4.0 12.7 13.5 15.9 16.8 18.7 21.7 23.9 26.9 30.6 33.1

4.5 13.5 14.5 27.6 61.5 63.3 66.6 68.7 71.9 75.7 77.9

5.0 64.4 65.4 67.9 68.9 70.9 74.1 76.3 79.6 83.7 86.1

5.5 69.8 70.7 73.9 74.9 76.9 80.4 82.8 86.1 90.4 92.8

6.0 92.9 94.0 97.3 98.4 100.4 103.9 106.4 109.7 114.4 116.8

Pipe inner diameter

A10 - 19


(2) u-PVC pipe sewer construction estimationDiamete

r Average Backfill Sheetpile Materials

Inner coveringdepth depth volume volume length Backfilling compacting Leveling gravels,

concrete30m/span

mm ｍｍ m3 m3 ｍ Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/ｍ Lek/m Lek/m

150 0.60 1.10 0.80 0.47 0.00 0 0 839 707 39 676 14 531 533 370 0 3,707 6,300150 0.80 1.20 0.80 0.45 0.00 0 0 839 753 65 777 14 531 570 370 0 3,918 6,660150 1.00 1.40 1.00 0.65 0.00 0 0 892 753 91 879 14 531 618 370 0 4,147 7,050150 1.20 1.60 1.10 0.75 0.00 0 0 919 753 150 1,109 14 531 655 370 0 4,501 7,650150 1.40 1.80 1.20 0.85 0.00 0 0 946 753 170 1,187 14 531 655 370 0 4,626 7,860150 1.50 1.90 1.30 0.95 0.00 0 0 972 753 190 1,265 14 531 735 370 0 4,830 8,210150 2.00 2.40 1.60 1.25 0.00 0 0 1,052 753 250 1,499 15 531 882 370 0 5,352 9,100150 2.50 2.90 1.90 1.55 0.00 0 0 1,133 753 310 1,733 16 531 991 370 0 5,836 9,920150 3.00 3.40 2.30 1.95 0.00 0 0 1,054 729 260 2,046 16 531 1,051 370 0 6,057 10,300150 3.50 3.90 2.60 2.25 0.00 0 0 1,110 729 301 2,280 17 531 1,659 370 0 6,996 11,890150 4.00 4.40 2.90 2.55 0.00 0 0 1,166 729 341 2,514 17 531 1,789 370 0 7,457 12,680150 4.50 4.90 3.20 2.85 0.00 0 0 1,222 729 381 2,748 18 531 1,948 370 0 7,946 13,510150 5.00 5.60 3.70 3.22 8.00 7,509 3,133 1,315 1,000 430 3,037 19 741 2,077 370 18,240 37,872 64,380150 5.50 6.10 4.00 3.52 9.00 8,214 3,400 1,101 1,000 470 3,271 19 741 1,927 370 20,520 41,033 69,760150 6.00 6.60 4.30 3.82 10.50 11,119 3,800 1,136 1,000 510 3,505 20 741 2,510 370 29,925 54,636 92,880200 0.60 1.00 0.70 0.28 0.00 0 0 812 904 56 734 13 619 533 450 0 4,122 7,010200 0.80 1.20 0.90 0.48 0.00 0 0 865 904 96 891 14 619 570 450 0 4,409 7,500200 1.00 1.40 1.00 0.58 0.00 0 0 892 904 116 969 14 619 618 450 0 4,581 7,790200 1.20 1.60 1.20 0.78 0.00 0 0 946 904 156 1,125 14 619 655 450 0 4,869 8,280200 1.40 1.80 1.30 0.88 0.00 0 0 972 904 176 1,203 14 619 655 450 0 4,994 8,490200 1.50 1.90 1.40 0.98 0.00 0 0 999 904 196 1,281 14 619 735 450 0 5,198 8,840200 2.00 2.40 1.70 1.28 0.00 0 0 1,079 904 256 1,515 15 619 882 450 0 5,720 9,720200 2.50 2.90 2.10 1.68 0.00 0 0 1,186 904 336 1,827 16 619 991 450 0 6,329 10,760200 3.00 3.40 2.40 1.98 0.00 0 0 1,073 875 264 2,061 16 619 1,051 450 0 6,410 10,900200 3.50 3.90 2.80 2.38 0.00 0 0 1,147 875 318 2,373 17 619 1,659 450 0 7,459 12,680200 4.00 4.40 3.10 2.68 0.00 0 0 1,203 875 358 2,607 17 619 1,789 450 0 7,920 13,460200 4.50 4.90 3.50 3.08 0.00 0 0 1,278 875 411 2,920 18 619 1,948 450 0 8,519 14,480200 5.00 5.60 4.00 3.44 8.00 7,509 3,133 1,371 1,167 459 3,201 19 846 2,077 450 18,240 38,473 65,400200 5.50 6.10 4.30 3.74 9.00 8,214 3,400 1,136 1,167 500 3,435 19 846 1,927 450 20,520 41,614 70,740200 6.00 6.60 4.70 4.14 10.50 11,119 3,800 1,184 1,167 553 3,747 20 846 2,510 450 29,925 55,320 94,040250 0.60 1.10 0.90 0.39 0.00 0 0 865 1,107 77 801 14 741 533 1,100 0 5,238 8,900250 0.80 1.30 1.10 0.59 0.00 0 0 919 1,107 117 957 14 741 570 1,100 0 5,525 9,390250 1.00 1.50 1.20 0.69 0.00 0 0 946 1,107 137 1,035 14 741 618 1,100 0 5,697 9,690250 1.20 1.70 1.40 0.89 0.00 0 0 999 1,107 177 1,192 14 741 655 1,100 0 5,985 10,170250 1.40 1.90 1.60 1.09 0.00 0 0 1,052 1,107 217 1,348 14 741 655 1,100 0 6,234 10,600250 1.50 2.00 1.60 1.09 0.00 0 0 1,052 1,107 217 1,348 15 741 735 1,100 0 6,314 10,730250 2.00 2.50 2.00 1.49 0.00 0 0 1,159 1,107 297 1,660 15 741 882 1,100 0 6,961 11,830250 2.50 3.00 2.40 1.89 0.00 0 0 1,266 1,107 377 1,972 16 741 991 1,100 0 7,569 12,870250 3.00 3.50 2.80 2.29 0.00 0 0 1,147 1,072 305 2,284 16 741 1,051 1,100 0 7,717 13,120250 3.50 4.00 3.20 2.69 0.00 0 0 1,222 1,072 359 2,596 17 741 1,659 1,100 0 8,766 14,900250 4.00 4.50 3.60 3.09 0.00 0 0 1,297 1,072 412 2,908 17 741 1,789 1,100 0 9,336 15,870250 4.50 5.00 4.00 3.49 7.00 6,286 0 1,371 1,072 466 3,221 18 741 1,948 1,100 0 16,222 27,580250 5.00 5.60 4.50 3.83 8.00 7,509 3,133 1,464 1,406 511 3,486 19 999 2,077 1,100 18,240 39,945 67,910250 5.50 6.10 4.90 4.23 9.00 8,214 3,400 1,539 1,406 564 3,798 19 999 1,927 1,100 20,520 43,487 73,930250 6.00 6.60 5.30 4.63 10.50 11,119 3,800 1,614 1,406 618 4,110 20 999 2,510 1,100 29,925 57,221 97,280300 0.60 1.10 1.00 0.40 0.00 0 0 892 1,298 79 802 14 846 533 1,100 0 5,564 9,460300 0.80 1.30 1.20 0.60 0.00 0 0 946 1,298 119 958 14 846 570 1,100 0 5,851 9,950300 1.00 1.50 1.30 0.70 0.00 0 0 972 1,298 139 1,036 14 846 618 1,100 0 6,024 10,240300 1.20 1.70 1.50 0.90 0.00 0 0 1,026 1,298 179 1,193 14 846 655 1,100 0 6,311 10,730300 1.40 1.90 1.70 1.10 0.00 0 0 1,079 1,298 219 1,349 14 846 655 1,100 0 6,561 11,150300 1.50 2.00 1.70 1.10 0.00 0 0 1,079 1,298 219 1,349 15 846 735 1,100 0 6,640 11,290300 2.00 2.50 2.20 1.60 0.00 0 0 1,213 1,298 319 1,739 15 846 882 1,100 0 7,412 12,600300 2.50 3.00 2.60 2.00 0.00 0 0 1,320 1,298 399 2,051 16 846 991 1,100 0 8,020 13,630300 3.00 3.50 3.00 2.40 0.00 0 0 1,185 1,257 320 2,363 16 846 1,051 1,100 0 8,138 13,840300 3.50 4.00 3.40 2.80 0.00 0 0 1,259 1,257 374 2,675 17 846 1,659 1,100 0 9,188 15,620300 4.00 4.50 3.90 3.30 0.00 0 0 1,353 1,257 440 3,066 17 846 1,789 1,100 0 9,868 16,780300 4.50 5.10 4.40 3.63 7.00 6,286 2,867 1,446 1,612 484 3,323 18 1,121 1,948 1,100 15,960 36,165 61,480300 5.00 5.60 4.80 4.03 8.00 7,509 3,133 1,520 1,612 538 3,635 19 1,121 2,077 1,100 18,240 40,505 68,860300 5.50 6.10 5.20 4.43 9.00 8,214 3,400 1,595 1,612 591 3,947 19 1,121 1,927 1,100 20,520 44,047 74,880300 6.00 6.60 5.70 4.93 10.50 11,119 3,800 1,688 1,612 658 4,338 20 1,121 2,510 1,100 29,925 57,890 98,410350 0.60 1.20 1.10 0.40 0.00 0 0 919 1,512 80 795 14 962 533 1,700 0 6,514 11,070350 0.80 1.40 1.30 0.60 0.00 0 0 972 1,512 119 951 14 962 570 1,700 0 6,801 11,560350 1.00 1.60 1.50 0.80 0.00 0 0 1,026 1,512 159 1,107 14 962 618 1,700 0 7,098 12,070350 1.20 1.80 1.70 1.00 0.00 0 0 1,079 1,512 199 1,263 14 962 655 1,700 0 7,386 12,560350 1.40 2.00 1.80 1.10 0.00 0 0 1,106 1,512 219 1,341 15 962 655 1,700 0 7,511 12,770350 1.50 2.10 1.90 1.20 0.00 0 0 1,133 1,512 239 1,419 15 962 735 1,700 0 7,715 13,120350 2.00 2.60 2.40 1.70 0.00 0 0 1,266 1,512 339 1,809 15 962 882 1,700 0 8,486 14,430350 2.50 3.10 2.80 2.10 0.00 0 0 1,373 1,512 419 2,121 16 962 991 1,700 0 9,095 15,460350 3.00 3.60 3.30 2.60 0.00 0 0 1,241 1,465 347 2,512 16 962 1,051 1,700 0 9,293 15,800350 3.50 4.10 3.70 3.00 0.00 0 0 1,315 1,465 400 2,824 17 962 1,659 1,700 0 10,343 17,580350 4.00 4.60 4.20 3.50 0.00 0 0 1,409 1,465 467 3,214 18 962 1,789 1,700 0 11,023 18,740350 4.50 5.10 4.60 3.72 7.00 6,286 2,867 1,483 1,841 496 3,386 18 1,253 1,948 1,700 15,960 37,237 63,300350 5.00 5.60 5.10 4.22 8.00 7,509 3,133 1,576 1,841 563 3,776 19 1,253 2,077 1,700 18,240 41,687 70,870350 5.50 6.10 5.50 4.62 9.00 8,214 3,400 1,651 1,841 617 4,088 19 1,253 1,927 1,700 20,520 45,230 76,890350 6.00 6.60 6.00 5.12 10.50 11,119 3,800 1,744 1,841 683 4,478 20 1,253 2,510 1,700 29,925 59,073 100,420400 0.60 1.20 1.20 0.38 0.00 0 0 946 1,772 75 763 14 1,107 533 2,750 0 7,959 13,530400 0.80 1.40 1.40 0.58 0.00 0 0 999 1,772 115 919 14 1,107 570 2,750 0 8,246 14,020400 1.00 1.60 1.60 0.78 0.00 0 0 1,052 1,772 155 1,075 14 1,107 618 2,750 0 8,544 14,520400 1.20 1.80 1.80 0.98 0.00 0 0 1,106 1,772 195 1,231 14 1,107 655 2,750 0 8,831 15,010400 1.40 2.00 2.00 1.18 0.00 0 0 1,159 1,772 235 1,387 15 1,107 655 2,750 0 9,081 15,440400 1.50 2.10 2.10 1.28 0.00 0 0 1,186 1,772 255 1,466 15 1,107 735 2,750 0 9,285 15,780400 2.00 2.60 2.60 1.78 0.00 0 0 1,320 1,772 355 1,856 15 1,107 882 2,750 0 10,056 17,100400 2.50 3.10 3.10 2.28 0.00 0 0 1,453 1,772 455 2,246 16 1,107 991 2,750 0 10,790 18,340400 3.00 3.60 3.60 2.78 0.00 0 0 1,297 1,717 371 2,636 16 1,107 1,051 2,750 0 10,944 18,600400 3.50 4.10 4.10 3.28 0.00 0 0 1,390 1,717 438 3,026 17 1,107 1,659 2,750 0 12,103 20,580400 4.00 4.60 4.60 3.78 0.00 0 0 1,483 1,717 504 3,417 18 1,107 1,789 2,750 0 12,784 21,730400 4.50 5.10 5.10 4.08 7.00 6,286 2,867 1,576 2,134 545 3,651 18 1,430 1,948 2,750 15,960 39,164 66,580400 5.00 5.60 5.60 4.58 8.00 7,509 3,133 1,670 2,134 611 4,041 19 1,430 2,077 2,750 18,240 43,614 74,140400 5.50 6.10 6.10 5.08 9.00 8,214 3,400 1,763 2,134 678 4,431 19 1,430 1,927 2,750 20,520 47,266 80,350400 6.00 6.60 6.60 5.58 10.50 11,119 3,800 1,856 2,134 745 4,821 20 1,430 2,510 2,750 29,925 61,110 103,890

Backhoework

Soiltransportation

Excavation Total (A)

Constructioncost(1)

TotalConstruction

cost

Backfilling and compactingManhole

construction Pipe Rental fee ofsheet piles

Crane workfor sheetpiles Vibration

A10 - 20


Diameter Average Backfill Sheetpile Materials

Inner coveringdepth depth volume volume length Backfilling compacting Leveling gravels,

concrete30m/span

mm ｍｍ m3 m3 ｍ Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/m Lek/ｍ Lek/m Lek/m

Backhoework

Soiltransportation

Excavation Total (A)

Constructioncost(1)

TotalConstruction

cost

Backfilling and compactingManhole

construction Pipe Rental fee ofsheet piles

Crane workfor sheetpiles Vibration

450 0.60 1.30 1.40 0.46 0.00 0 0 999 2,018 93 822 14 1,235 850 2,750 0 8,781 14,930450 0.80 1.50 1.60 0.66 0.00 0 0 1,052 2,018 132 978 14 1,235 898 2,750 0 9,079 15,430450 1.00 1.70 1.80 0.86 0.00 0 0 1,106 2,018 172 1,134 14 1,235 972 2,750 0 9,403 15,980450 1.20 1.90 2.00 1.06 0.00 0 0 1,159 2,018 212 1,290 14 1,235 1,020 2,750 0 9,700 16,490450 1.40 2.10 2.30 1.36 0.00 0 0 1,054 1,955 182 1,524 15 1,235 1,020 2,750 0 9,736 16,550450 1.50 2.20 2.40 1.46 0.00 0 0 1,073 1,955 195 1,603 15 1,235 1,134 2,750 0 9,960 16,930450 2.00 2.70 2.90 1.96 0.00 0 0 1,166 1,955 262 1,993 15 1,235 1,253 2,750 0 10,630 18,070450 2.50 3.20 3.40 2.46 0.00 0 0 1,259 1,955 329 2,383 16 1,235 1,400 2,750 0 11,328 19,260450 3.00 3.70 3.90 2.96 0.00 0 0 1,353 1,955 396 2,773 17 1,235 1,479 2,750 0 11,957 20,330450 3.50 4.20 4.50 3.56 0.00 0 0 1,464 1,955 476 3,241 17 1,235 2,163 2,750 0 13,302 22,610450 4.00 4.70 5.00 4.06 0.00 0 0 1,558 1,955 543 3,632 18 1,235 2,340 2,750 0 14,030 23,850450 4.50 5.10 5.40 4.25 7.00 6,286 2,867 1,632 2,393 568 3,780 18 1,575 2,553 2,750 15,960 40,382 68,650450 5.00 5.60 5.90 4.75 8.00 7,509 3,133 1,726 2,393 635 4,170 19 1,575 2,731 2,750 18,240 44,880 76,300450 5.50 6.10 6.50 5.35 9.00 8,214 3,400 1,838 2,393 715 4,638 19 1,575 2,649 2,750 20,520 48,711 82,810450 6.00 6.60 7.00 5.85 10.50 11,119 3,800 1,931 2,393 782 5,028 20 1,575 3,258 2,750 29,925 62,581 106,390500 1.20 1.90 2.10 1.04 0.00 0 0 1,186 2,284 208 1,264 14 1,372 1,020 4,050 0 11,399 19,380500 1.50 2.20 2.50 1.44 0.00 0 0 1,293 2,284 288 1,576 15 1,372 1,134 4,050 0 12,012 20,420500 2.00 2.70 3.00 1.94 0.00 0 0 1,426 2,284 388 1,967 15 1,372 1,253 4,050 0 12,755 21,680500 2.50 3.20 3.60 2.54 0.00 0 0 1,587 2,284 508 2,435 16 1,372 1,400 4,050 0 13,652 23,210500 3.00 3.70 4.10 3.04 0.00 0 0 1,390 2,213 406 2,825 17 1,372 1,479 4,050 0 13,751 23,380500 3.50 4.20 4.70 3.64 0.00 0 0 1,502 2,213 486 3,293 17 1,372 2,163 4,050 0 15,096 25,660500 4.00 4.70 5.20 4.14 0.00 0 0 1,595 2,213 553 3,684 18 1,372 2,340 4,050 0 15,824 26,900500 4.50 5.10 5.70 4.42 7.00 6,286 2,867 1,688 2,672 590 3,902 18 1,728 2,553 4,050 15,960 42,314 71,930500 5.00 5.60 6.20 4.92 8.00 7,509 3,133 1,782 2,672 657 4,292 19 1,728 2,731 4,050 18,240 46,812 79,580500 5.50 6.10 6.80 5.52 9.00 8,214 3,400 1,894 2,672 737 4,761 19 1,728 2,649 4,050 20,520 50,643 86,090500 6.00 6.60 7.30 6.02 10.50 11,119 3,800 1,987 2,672 804 5,151 20 1,728 3,258 4,050 29,925 64,513 109,670600 1.20 2.00 2.70 1.29 0.00 0 0 1,346 3,027 259 1,424 15 1,769 1,020 4,050 0 12,910 21,950600 1.50 2.30 3.20 1.79 0.00 0 0 1,480 3,027 359 1,815 15 1,769 1,134 4,050 0 13,648 23,200600 2.00 2.80 3.80 2.39 0.00 0 0 1,640 3,027 479 2,283 15 1,769 1,253 4,050 0 14,516 24,680600 2.50 3.30 4.50 3.09 0.00 0 0 1,827 3,027 619 2,829 16 1,769 1,400 4,050 0 15,537 26,410600 3.00 3.80 5.20 3.79 0.00 0 0 1,595 2,932 507 3,375 17 1,769 1,479 4,050 0 15,724 26,730600 3.50 4.30 5.90 4.49 0.00 0 0 1,726 2,932 600 3,922 17 1,769 2,163 4,050 0 17,178 29,200600 4.00 4.80 6.50 5.09 0.00 0 0 1,838 2,932 680 4,390 18 1,769 2,340 4,050 0 18,017 30,630600 4.50 5.10 6.90 5.22 7.00 6,286 2,867 1,912 3,495 698 4,491 18 2,205 2,553 4,050 15,960 44,536 75,710600 5.00 5.60 7.60 5.92 8.00 7,509 3,133 2,043 3,495 791 5,038 19 2,205 2,731 4,050 18,240 49,254 83,730600 5.50 6.10 8.30 6.62 9.00 8,214 3,400 2,173 3,495 885 5,584 19 2,205 2,649 4,050 20,520 53,195 90,430600 6.00 6.60 9.00 7.32 10.50 11,119 3,800 2,304 3,495 978 6,130 20 2,205 3,258 4,050 29,925 67,285 114,380700 1.20 2.10 3.10 1.38 0.00 0 0 1,453 3,713 275 1,472 15 2,108 1,020 4,050 0 14,106 23,980700 1.50 2.40 3.50 1.78 0.00 0 0 1,560 3,713 355 1,784 15 2,108 1,134 4,050 0 14,720 25,020700 2.00 2.90 4.30 2.58 0.00 0 0 1,774 3,713 515 2,409 16 2,108 1,253 4,050 0 15,837 26,920700 2.50 3.40 5.00 3.28 0.00 0 0 1,961 3,713 655 2,955 16 2,108 1,400 4,050 0 16,858 28,660700 3.00 3.90 5.70 3.98 0.00 0 0 1,688 3,597 531 3,501 17 2,108 1,479 4,050 0 16,971 28,850700 3.50 4.40 6.40 4.68 0.00 0 0 1,819 3,597 624 4,047 17 2,108 2,163 4,050 0 18,426 31,320700 4.00 4.90 7.20 5.48 0.00 0 0 1,968 3,597 731 4,672 18 2,108 2,340 4,050 0 19,484 33,120700 4.50 5.10 7.40 5.39 7.00 6,286 2,867 2,005 4,202 719 4,602 18 2,577 2,553 4,050 15,960 45,839 77,930700 5.00 5.60 8.20 6.19 8.00 7,509 3,133 2,155 4,202 826 5,226 19 2,577 2,731 4,050 18,240 50,667 86,130700 5.50 6.10 8.90 6.89 9.00 8,214 3,400 2,285 4,202 920 5,772 19 2,577 2,649 4,050 20,520 54,608 92,830700 6.00 6.60 9.60 7.59 10.50 11,119 3,800 2,416 4,202 1,013 6,318 20 2,577 3,258 4,050 29,925 68,698 116,790

A10 - 21


10.2.4 Basic Cost Data in Albania & EU

(1) Worker (Albanian labour)1.2 0.04

Specifications Prices Appliedprices

[Lek/month]

Includinginsurance

[Lek/month]

Includinginsurance[Lek/day]

Gen.director 109,000 109,000 130,800 5,230Director 80,000 80,000 96,000 3,840Manager 60,000 60,000 72,000 2,880Engineer 40,000 40,000 48,000 1,920Foreman 30,000 30,000 36,000 1,440Operator 25,000 25,000 30,000 1,200Chemist 25,000-37,000 31,000 37,200 1,490Technician 30,000 30,000 36,000 1,440Mechanic 30,000 30,000 36,000 1,440Driver 25,000 25,000 30,000 1,200worker 20,000 20,000 24,000 960

Leks

Insurance　excluded (as much as 20%)one family of 4 persons need 1000US$ approximately to live in Tirana

OPERATION ANDMAINTENANCESTUFF COST

A10 - 22


10.2.4 Basic Cost Data in Albania & EU

(1) Worker (Albanian labour)1.2 0.04

Specifications Prices Appliedprices

[Lek/month]

Includinginsurance

[Lek/month]

Includinginsurance[Lek/day]

Gen.director 109,000 109,000 130,800 5,230Director 80,000 80,000 96,000 3,840Manager 60,000 60,000 72,000 2,880Engineer 40,000 40,000 48,000 1,920Foreman 30,000 30,000 36,000 1,440Operator 25,000 25,000 30,000 1,200Chemist 25,000-37,000 31,000 37,200 1,490Technician 30,000 30,000 36,000 1,440Mechanic 30,000 30,000 36,000 1,440Driver 25,000 25,000 30,000 1,200worker 20,000 20,000 24,000 960

Leks

Insurance　excluded (as much as 20%)one family of 4 persons need 1000US$ approximately to live in Tirana

OPERATION ANDMAINTENANCESTUFF COST

A10 - 22


(2) Pipe prices

Item Products/materials Specifications Note Dia mm Price

140 220-270 250 Lek/m150 370 370160 250-330 290200 350-550 450250 1,100 1,100315 1,600-1,800 1,700355 2,300 2,300400 2,600-2,900 2,750500 3,600-4,500 4,050

25mm 190 190 Lek/m32mm 80-200 14040mm 135-230 18050mm 180-250 21563mm 280- 400 34075mm 434-450 44290mm 600-820 710110mm 850-1,162 1,006125mm 857-1,200 1,030140mm 1,250-1,750 1,500160mm 1,510-2,115 1,810180mm 2,290-3,200 2,750200mm 2,985- 4,175 3,580225mm 3,050-4,250 3,650250mm 3,360-4,700 4,030300mm 3,610-5,050 4,330350mm 5,300 5,300355mm 4,000 4,000400mm 4,290 4,290500mm 5,400 5,400

200 710-850 1,170 Lek/m300 890-1,000 1,425400 1,100-1,586 2,010500 1,400-1,850 2,445600 2,645-3,700 4,755800 4,215-5,900 7,590

1000 7,750-1,0425 13,6351200 9,428-1,3200 16,9651500 11,430-16,000 20,5802000 21,500 32,250

CentrifugalReinforced Concretei

Dia. Φ 200-1500 mm

Inlet

1,5x2,05 H=3m 5,800 5,800 Lek

1,5x2,5 H=5m 5,800 5,8001,5x2,05 H=6m 6,500 6,500

Bricks for Manhole On site constructionU shape box

Width 300-1000 mmSubmergible pump forsewage

1,5-11 kW Vortex type

Prod

uct

PVC pipe(Polyvinyl Chloridepipe or plastic pipe)

DiaΦ150-1500 mm Catalogue obtained

PE pipe(Polyethylene)

Dia.Φ 30-300 mm Catalogue obtained

Concrete pipe Dia. Φ 200-1500 mm Factories existing inTirana,Kamza etc

Manhole, cover Depth 3-6 m Assemble

Street drain

Price applied

A10 - 23


(2) Pipe prices

Item Products/materials Specifications Note Dia mm Price Price applied

Check valve Φ 80mm 16atm 18,000 18,000 lekGate valve Φ100mm 16 atm 22,500 22,500

Φ125mm 16arm 30,000 30,000Φ150mm 16atm 37,000 37,000Φ200mm 16 atm 55,000 55,000Φ250mm 16 atm 130 130Φ300mm 16atm 200 200

Gate of stream Width 2m depth 2mPile Made of concrete 40 40Post 2-3m length Woody (3 m) 220 220

50 x 50 mm (4 m) 270 270100 x 100 mm 800 800

Woody board/plate At markets/shopsEquipments of water BOD,COD Ask water quality 835,000

For Jacking method1.5 times for adjustment

Valve Dia.30-300 mm

Timber At markets/shops

A10 - 24


(3) Materials prices

Item Products/materials Specifications PriceCement 9,300-10,000-

11,27410,190 lek/ton

Sand for concrete 950-1,617 1,280 lek/m3

Gravel for concrete 700 700 lek/m3

Iron (bar, plate) 95,000 95,000 lek/ton

Rifling iron for construction 45,401 45,401 lek/ton

AluminumWindows 22,503 22,503 lek/m2

Others Man-day cost of workers 1,200 1,200 lek

Rental fee of a lorry/track 3,000 3,000 lek/day

Rental fee of construction machines(Bulldozer, backhoe etc)

5,000 5,000 lek/day

130 130 lek/liter

120 120 lek/liter

Water fee for industrial use 60 60 lek/m3

Material Spec unit Cost(Lek)SD 295 D 10 kg 94.2SD 295 D 13 kg 94.2SD 295 D 16 kg 89.5SD 295 D 19 kg 89.5SD 295 D 22 kg 89.5D=10 kg 63.6D=12 kg 64D=16 kg 64.6D=20 kg 64.7D=22 kg 64.7

From INSTAT Average price 3-d trimester 2005

Steal bar for construction 45,401 lek/tonCement 11,385 lek/tonSand 1,617 lek/m3

Bricks 1000 pieces 11,748 lekPlastic pipe 100 leks/kgPlastic pipe 22-26 mm 16 leks/m

From UKT

Ready mixed concrete M-200 m3 7,440 lek M-250 m 3 7,600 lek

0.00-1,50m m3 4001,50-3.00m m3 5003,50-4,50m m3 6004,50-6 m m3 750With machinery m3 383

Backfill Manually m3 241

Gas, petroleum, fuel oil(heavy oil-light oil)

Steal barmaterial

Excavation

Material Price applied

Price applied

Mat

eria

ls

Material Price applied

Fuel price

A10 - 25


(4)Electric power supply price

Price

Lek/kWhBudgetary enterprise 9.4Non-budgetary, water supply 7Non-budgetary (oil,cupper,chrom, 8.6Non budgetary supplied by mediumvoltage, measured in M.voltageNon budgetary supplied by mediumvoltage, measured in low.voltage

10.5

Favor showed private – bakery,irrigation pumping stationChurches, mosques 11Media 7Private supplied by medium voltage,measured in Medium voltage

7

Private supplied by medium voltage,measured in low voltage

9

Average price by medium voltage10

10.58.62

Budgetary 10Non-budgetary, water supply 7.5Non-budgetary (Oil, Chrome, Cupper, 9.5Non-budgetary comp. supplied by low 12Favor showed private bakery, irrigation 7.5Churches, mosques 8Normal private 12Media 9.5Medium price for low voltage 6.62Electric supply medium price for 7.01

Level of tension Consumer categories

Medium voltage

Low voltage

A10 - 26


(5) Pipeline earthmovingItaly GermanySwiss Austria 140 Lek/Euro

Number

Item description Unit Quantity Rate(€)

Rate(€)

Rate(€)

Rate(€)

average(€)

Lek

2.6 Pipeline earthmoving

2.6.1 Trench excavation in soft or sound rock materialfor pipeline, according TS clause 4.2 and asshown on drawings from D020FD018 toD020FD020 and D040FD001

m3

7,866.90

5.5 1.3 5.8 15.9 7.1 998

2.6.2 Pipe trench compacted backfilling with class Cbedding material, according TS clause 4.2.3 andas shown on drawings from D020FD018 toD020FD020 and D040FD001.

m3

2,759.30

14.6 9.5 15.2 16.5 14.0 1,955

2.6.3 Trench uncompacted filling with excavationmaterial, according TS clause 4.2 and as shownon drawings from D020FD018 to D020FD020. m3

2,311.90

2.0 0.8 2.0 3.3 2.0 282

2.6.4 Pipe trench backfilling with blinding concrete class10/40, according TS clause 4.2 and as shown ondrawing from D020FD018 to D020FD020. m3

1,963.90

79.3 56.5 82.3 76.2 73.6 10,300

A10 - 27


(6) Day works (EU labour) 25 day/month

7 hr/dayItaly Germany Swiss Austlia 140 Lek/Euro

No. Item description UnitRate(€)

Rate(€)

Rate(€)

Rate(€)

Average(€/h)

Average(Lek/d)

Average(Lek/M)

Day worksThe Contractor is to enter below the rates required foreach category of labor listed, in accordance with theprinciples given in TS and to extend the rates. TheContractor's attention is drawn to Preamble 9.4.15.

9.1 Labour in 9.1.1 Foreman h 25.0 3.9 10.6 12.0 12.9 12,600 315,000

9.1.2 Topo surveyor h 27.0 3.9 11.3 10.8 13.3 13,020 325,500

9.1.3 Skilled workman h 18.0 2.6 7.0 6.0 8.4 8,260 206,500

9.1.4 Laborer h 14.0 1.3 3.2 3.6 5.5 5,460 136,500

9.1.5 Truck Driver h 18.0 3.9 7.0 7.2 9.0 8,820 220,500

9.1.6 Driver h 14.0 2.6 5.8 6.0 7.1 6,930 173,250

9.1.7 Truck operator h 23.0 5.3 9.2 9.6 11.8 11,550 288,750

9.1.8 Provide for labor used in Day works not covered ProvSum N/A N/A

9.2 Materials in Day works

9.2.1 Provide for materials in Day works ProvSum N/A N/A

7

9.3 Contractor's equipment in Day works Average(Lek/d)

Rental fee(Lek/h)

9.3.1 Excavator up to 1.1 m3 h 90.0 65.7 39.6 42.0 59.3 8,310 1,187

9.3.2 h 80.0 32.9 34.8 42.0 47.4 6,640 949

9.3.3 Self propelled vibratory tandem roller 2.5 to 5t h 45.0 39.4 18.0 24.0 31.6 4,420 631

9.3.4 Rubber-tired wheel loader (135 HP) h 65.0 32.9 27.6 30.0 38.9 5,440 777

9.3.5 Dumper truck (<10 ton) h 65.0 32.9 26.4 30.0 38.6 5,400 771

9.3.6 Dumper truck (>10 ton) h 75.0 32.9 32.4 36.0 44.1 6,170 881

9.3.7 Bulldozer > D6 equipped with ripper h 140.0 46.0 58.8 66.0 77.7 10,880 1,554

9.3.8 20 t all terrain mobile crane h 110.0 52.6 46.8 60.0 67.3 9,430 1,347

9.3.9 Tipping lorry up to 25t h 70.0 39.4 30.0 36.0 43.9 6,140 877

9.3.10 L.S. N/A N/A

Total Bill n° 9 Day works (Durres) 40000 40000 16000Carried to Summary

Rubber tired self propelled vibratory tandem roller 2.5 to2t/whell

Provide for equipment not covered above , used in Dayworks

A10 - 28


(7) Process piping (EU prices)140 Lek/Euro

italy Germany Swiss AustliaNumber Item description Unit Quantity Rate

(€)Rate(€)

Rate(€)

Rate(€)

Ave.Rate(€)

5.1 Process piping5.1.1 Supply and install of plain steel pipe with external polyethylene

coating (PE), internal epoxy lining (400 micron), complete of joint,fittings etc as shown on drawings from D020FD018 to D020FD020: ND 1000 mm Tk 10 mm m 110.0 471.9 426.8 484.3 774.1 539.3 75,500 Lek/m ND 800 mm Tk 8,0 mm m 472.0 307.7 337.6 371.2 494.6 377.8 52,890 Lek/m ND 700 mm Tk 7,1 mm m 210.0 247.6 274.5 309.4 419.0 312.6 43,770 Lek/m ND 600 mm Tk 6,3 mm m 380.0 198.1 219.6 243.1 380.2 260.2 36,430 Lek/m ND 500 mm Tk 6,3 mm m 200.0 169.2 181.2 204.7 295.4 212.6 29,770 Lek/m ND 450 mm Tk 6,3 mm m 160.0 158.5 164.7 183.0 374.1 220.1 30,810 Lek/m ND 400 mm Tk 6,3 mm m 120.0 143.1 145.5 163.2 314.4 191.6 26,820 Lek/m ND 350 mm Tk 6,3 mm m 30.0 127.5 130.4 143.7 327.6 182.3 25,520 Lek/m ND 300 mm Tk 5,9 mm m 77.0 110.6 118.0 119.3 182.6 132.6 18,570 Lek/m ND 200 mm Tk 5,0 mm m 60.0 71.0 68.6 76.6 131.9 87.0 12,180 Lek/m ND 150 mm Tk 4,0 mm m 295.0 48.2 50.8 54.5 88.9 60.6 8,480 Lek/m ND 100 mm Tk 3,2 mm m 295.0 30.6 447.8 36.9 61.8 144.3 20,200 Lek/m ND 65 mm TYK 2,6 mm m 452.0 25.3 19.2 23.2 43.1 27.7 3,880 Lek/m

5.1.2 Supply and install of plain uPVC pipe as UNI EN 1401-1 SN type,complete of pipe testing & cleaning as shown on drawings fromD020FD018 to D020FD020:ND 160 mm, Tk 4,0 mm, SN4 m 31.0 13.7 3.6 10.6 27.8 13.9 1,950 Lek/mND 250 mm, Tk6,2 mm, SN4 m 450.0 23.6 9.6 16.2 55.0 26.1 3,650 Lek/mND 315 mm, Tk7,7 mm, SN4 m 900.0 32.7 12.7 24.1 90.5 40.0 5,600 Lek/mND 630 mm, Tk15,4 mm, SN4 m 152.0 100.4 4.5 63.9 145.2 78.5 10,990 Lek/mND 800 mm, Tk8,0 mm, SN4 m 25.0 177.4 11.4 139.1 168.5 124.1 17,370 Lek/mND 1000 mm, Tk24,5 mm, SN4 m 55.0 296.1 6.3 221.8 190.5 178.7 25,010 Lek/m

5.1.3 Supply and install of plain HDPE pipe as UNI 12201 , complete ofpipe testing & cleaning as shown on drawings from D020FD018 toND 32 HDPE mm, Tk 3,0 mm, NP 16. m 130.0 3.3 0.5 2.0 8.0 3.4 480 Lek/m

5.2 Valves5.2.1 Supply and install double flanged ductile iron gate valve, according TS

clause 4.3.7 and as shown on drawings from D020FD018 toND 400 mm, NP 10 bar n° 8.0 1,411.3 2,120.1 2,672.1 2,868.4 2,268.0 317,520 LekND 350 mm, NP 10 bar n° 4.0 940.9 1,584.8 2,155.7 2,278.8 1,740.0 243,600 LekND 250 mm, NP 10 bar n° 17.0 445.0 510.5 791.5 1,146.7 723.4 101,280 LekND 200 mm, NP 10 bar n° 3.0 290.0 326.2 580.7 710.8 476.9 66,770 LekND 150 mm, NP 10 bar n° 1.0 177.1 189.7 405.6 480.4 313.2 43,850 LekND 100 mm, NP 10 bar n° 6.0 102.0 113.5 270.5 296.8 195.7 27,400 LekND 65 mm, NP 10 bar n° 1.0 62.1 95.7 209.0 220.2 146.7 20,540 Lek

5.2.2 Supply and install motorized double flanged ductile iron butterflyvalve, including local switchboard, according TS clause 4.3.7 and asshown on drawings from D020FD018 to D020FD020:ND 1000 mm, NP 10 bar n° 2.0 12,825.5 20,766.8 12,666.9 10,593.4 14,213.1 1,989,840 LekND 800 mm, NP 10 bar n° 4.0 8,072.9 12,266.9 6,948.0 6,917.4 8,551.3 1,197,180 LekND 700 mm, NP 10 bar n° 2.0 6,622.3 12,001.0 6,067.0 6,274.5 7,741.2 1,083,770 LekND 600 mm, NP 10 bar n° 6.0 5,670.5 2,180.4 4,436.6 5,577.4 4,466.2 625,270 Lek

5.3 Reed beds piping and valve5.3.1 Supply and install of plain HDPE pipe as UNI EN 12201, complete of

pipe testing & cleaning as shown on drawing D040FD001:a) ND 110 Tk 6,6 mm, NP10 m 1,218.0 11.0 5.6 9.5 19.0 11.3 1,580 Lek/mb) ND 160 mm, Tk 6,2 mm, NP6 m 850.0 15.0 11.6 11.9 38.3 19.2 2,690 Lek/mc) ND 200 Tk 7,7 mm, NP6 m 730.0 20.7 18.2 16.3 49.3 26.1 3,660 Lek/m

5.3.2 Supply and install of plain PVC pipe EN 1401, class sn 4, includingfittings and rubber ring joints as shown on drawing D040FD001:

a) ND 200 mm, tk.4,0 mm m 375.0 17.9 5.9 8.5 49.3 20.4 2,850 Lek/mb) ND 160 mm, tk.4.0 mm m 1,050.0 13.7 3.6 6.5 27.8 12.9 1,800 Lek/m

5.3.3 Supply and install double flanged ductile iron gate valve includinghand wheel command, according TS clause 4.3.7 and as shown ondrawings from D030FD007 and D040FD001:

a) ND 80 mm NP 10 n 2.0 79.9 95.7 212.2 241.6 157.3 22,030 Lekb) ND 100 mm NP 10 n 42.0 107.5 113.5 254.6 296.8 193.1 27,030 Lekc) ND 200 mm NP 10 n 14.0 281.7 326.2 573.2 710.8 473.0 66,210 Lek

Total Bill n° 5 Pipework Conventional treatment (Durres)Carried to Summary 824512.46 788069.47 1261507.2

converted to Yen

A10 - 29


10.3 STP and PS cost estimate for MP10.3.1project cost estimate in each year FC and LCCase B-3: Two Sewage Treatment Plants

Unit: Million Lek

FC LC FC LC Total FC LC Total FC LC Total FC LC Total FC LC Total FC LC Total

298 0 298 0 298 298 448 0 448 629 0 629 1,375 298 1,6730 70 70 0 70 70 0 118 118 0 118 118 0 376 3760 0 0 0 0 0 0 0 0 0 0 0 0 0 00 554 554 458 572 1,030 917 191 1,108 917 209 1,126 2,292 1,526 3,818

Kamza PS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

298 624 922 458 940 1,398 1,365 309 1,674 1,546 327 1,873 3,667 2,200 5,867Indirect Construction Cost

Land Acquisition and Compensation - 3,029 3,029 - 39 39 0 - 3,068 3,068Administrative Expenses* - 5% - 59 59 59 59 59 59 59 59 59 59 - 293 293Engineering Services 10% 10% 239 88 327 73 33 106 18 33 51 243 163 406 121 111 232 367 220 587Physical Contingency 10% 10% 0 92 55 147 92 55 147 92 55 147 92 55 147 367 220 587Capacity Bilding Cost 0 0 0 32 17 49 32 17 49 32 17 49 96 51 147Total of Indirect Cost 239 3,176 3,415 165 186 351 142 164 306 367 294 661 245 242 487 830 3,852 4,682

Total Project Cost 239 3,176 3,415 463 810 1,273 600 1,104 1,704 1,732 603 2,335 1,791 569 2,360 4,497 6,052 10,549

FC LC Total FC LC Total FC LC Total FC LC Total FC LC Total FC LC TotalIndirect Construction Cost

Land Acquisition and Compensation T-K-P STP 46.8 ha T-K-P PS 0.6 haAdministrative Expenses 20% 20% 20% 20% 20% 100%

65% 40% 20% 15% 5% 15% 5% 15% 5% 15% 100% 100%55% 25% 25% 15%

25% 25% 25% 25% 25% 25% 25% 25% 100% 100%Physical Contingency

2010 2012

Engineering Service 2nd Stage ProjectEngineering Service 3rd Stage Project

Kashar PSKashar STP

2010 2011

Engineering Service 1st Stage Project

2011

Direct Construction Cost

Total of Direct Construction Cost

2009Component

Trunk Sewer

2013

20122009 2013 1st Stage

1st Stage

The ratio of the administrativeexpenses is to the total direction costboth foreign and local currency

BurxulleSTP

Main Sewers

Component

A10 - 30



Unit: Million Lek

Kamza PS

Indirect Construction CostLand Acquisition and CompensationAdministrative Expenses*Engineering ServicesPhysical ContingencyCapacity Bilding CostTotal of Indirect Cost

Total Project Cost

Indirect Construction CostLand Acquisition and CompensationAdministrative Expenses

Physical Contingency


Kashar PSKashar STP




Component

Trunk Sewer


BurxulleSTP

Main Sewers

Component

FC LC Total FC LC Total FC LC Total FC LC Total FC LC Total

0 163 163 0 527 527 627 574 1,201 180 116 296 807 1,380 2,1870 426 426 0 464 464 0 386 386 0 368 368 0 1,644 1,6440 80 80 66 82 148 131 28 159 131 31 162 328 221 5490 714 714 590 738 1,328 1,180 246 1,426 1,180 270 1,450 2,950 1,968 4,9180 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 00 1,383 1,383 656 1,811 2,467 1,938 1,234 3,172 1,491 785 2,276 4,085 5,213 9,298

- 1,542 1,542 - 8 8 - 1,550 1,550- 116 116 - 116 116 - 116 116 - 116 116 - 465 465

20 78 98 20 78 98 111 119 230 62 103 165 409 521 930102 130 232 102 130 232 102 130 232 102 130 232 409 521 93027 9 36 27 9 36 27 9 36 27 9 36 108 36 144

149 1,875 2,024 149 341 490 240 374 614 191 358 549 926 3,093 4,019149 3,258 3,407 805 2,152 2,957 2,178 1,608 3,786 1,682 1,143 2,825 5,011 8,306 13,317


Berxull STP 39.7 ha Kamza PS 0.4 ha25% 25% 25% 25% 100%

5% 15% 5% 15% 5% 15% 5% 15% 100% 100%55% 25% 25% 15%

25% 25% 25% 25% 25% 25% 25% 25% 100% 100%

2nd Stage

2nd Stage2014 2015 2016 2017

2014 2015 2016 2017

A10 - 31



Unit: Million Lek

Kamza PS

Indirect Construction CostLand Acquisition and CompensationAdministrative Expenses*Engineering ServicesPhysical ContingencyCapacity Bilding CostTotal of Indirect Cost

Total Project Cost

Indirect Construction CostLand Acquisition and CompensationAdministrative Expenses

Physical Contingency


Kashar PSKashar STP




Component

Trunk Sewer


BurxulleSTP

Main Sewers

Component

FC LC Total FC LC Total FC LC Total FC LC Total FC LC Total FC LC Total

8 229 237 8 165 173 5 36 41 5 24 29 26 454 480 2,208 2,132 4,3400 425 425 0 404 404 0 269 269 0 302 302 0 1,400 1,400 0 3,420 3,4200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 328 221 5490 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5,242 3,494 8,7360 49 49 42 52 94 83 17 100 83 19 102 208 137 345 208 137 3450 344 344 283 356 639 568 118 686 568 130 698 1,419 948 2,367 1,419 948 2,3678 1,047 1,055 333 977 1,310 656 440 1,096 656 475 1,131 1,653 2,939 4,592 9,405 10,352 19,757

- 0 0 - 4,618 4,618- 58 58 - 58 58 - 58 58 - 58 58 - 230 230 - 988 988

8 44 52 8 44 52 8 44 52 8 44 52 165 294 459 941 1,035 1,97641 74 115 41 74 115 41 74 115 41 74 115 165 294 459 941 1,035 1,97627 9 36 0 0 0 0 0 0 0 0 0 27 9 36 231 96 32776 185 261 49 176 225 49 176 225 49 176 225 357 827 1,184 2,113 7,772 9,88584 1,232 1,316 382 1,153 1,535 705 616 1,321 705 651 1,356 2,010 3,766 5,776 11,518 18,124 29,642


25% 25% 25% 25% 100%

5% 15% 5% 15% 5% 15% 5% 15% 100% 100%

25% 25% 25% 25% 25% 25% 25% 25% 100% 100%

Projects Total3rd Stage2018 20202019 2021

3rd Stage2018 2019 2020 2021

A10 - 32


10.3.2 construction cost of STP and PSallocation of cost to each yearAlbanian Price Unit: Million Lek


0 554 554 458 572 1,030 917 191 1,108 917 209 1,126 2,292 1,526 3,818Kamza PS

1 US$= 107.23 Lek1 US$= 115.74 Yen1 Yen= 0.926 Lek

Albanian Price Unit: Million Yen


Civil & ArchitectMech & ElecTotalCivil & Architect 0 577 577 0 577 577 0 144 144 0 144 144 0 1,443 1,443Mech & Elec 0 21 21 495 41 536 990 62 1,052 990 82 1,072 2,474 206 2,680Total 0 598 598 495 618 1,113 990 206 1,196 990 226 1,216 2,474 1,649 4,123Civil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotal

0 598 598 495 618 1,113 990 206 1,196 990 226 1,216 2,475 1,648 4,123

Ratio (%)


Civil & Architect 40 40 40 40 10 10 10 10 100 100Mech & Elec 0 10 20 20 40 30 40 40 100 100TotalCivil & Architect 40 40 40 40 10 10 10 10 100 100Mech & Elec 0 10 20 20 40 30 40 40 100 100TotalCivil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotal

Kashar STP

Burxulle STP

Kashar PS

Kashar STP

Burxulle STP

Kashar PS

Component

Total of Construction Cost

Kamza PS

Kamza PS

Sewage Treatment Facilities

2013 First Stage2010 2011 2012


First Stage2010 2011 2012 2013


Component

Kashar PSKashar STP

BurxulleSTP

Direct Construction CostTrunk SewerMain Sewers

2012 2013 First StageComponent

2010 2011

A10 - 33



Kamza PS


Civil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotal

Ratio (%)


Kashar STP

Burxulle STP

Kashar PS

Kashar STP

Burxulle STP

Kashar PS

Component


Kamza PS

Kamza PS




Component

Kashar PSKashar STP

BurxulleSTP


ComponentFC LC Total FC LC Total FC LC Total FC LC Total FC LC Total

0 80 80 66 82 148 131 28 159 131 31 162 328 221 5490 714 714 590 738 1,328 1,180 246 1,426 1,180 270 1,450 2,950 1,968 4,918


0 83 83 0 83 83 0 21 21 0 21 21 0 207 2070 3 3 71 6 77 142 9 151 142 12 154 355 29 3840 86 86 71 89 160 142 30 172 142 33 175 355 236 5910 744 744 0 744 744 0 186 186 0 186 186 0 1,859 1,8590 27 27 637 53 690 1,274 80 1,354 1,274 106 1,380 3,186 266 3,4520 771 771 637 797 1,434 1,274 266 1,540 1,274 292 1,566 3,186 2,125 5,311

0 857 857 708 886 1,594 1,416 296 1,712 1,416 325 1,741 3,540 2,364 5,904


40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

2015 2016 2017 2nd Stage2014

2017 2nd Stage2014 20162015

2015 2016 2nd Stage2014 2017

A10 - 34



Kamza PS



Ratio (%)


Kashar STP

Burxulle STP

Kashar PS

Kashar STP

Burxulle STP

Kashar PS

Component


Kamza PS

Kamza PS




Component

Kashar PSKashar STP

BurxulleSTP


ComponentFC LC Total FC LC Total FC LC Total FC LC Total FC LC Total

0 49 49 42 52 94 83 17 100 83 19 102 208 137 3450 344 344 283 356 639 568 118 686 568 130 698 1,419 948 2,367


0 51 51 0 52 52 0 13 13 0 13 13 0 130 1300 2 2 45 4 49 90 5 95 90 7 97 224 18 2420 53 53 45 56 101 90 18 108 90 20 110 224 148 3720 358 358 0 358 358 0 89 89 0 89 89 0 894 894

13 13 306 26 332 613 38 651 613 51 664 1,533 128 1,6610 371 371 306 384 690 613 127 740 613 140 753 1,533 1,022 2,555

0 424 424 351 440 791 703 145 848 703 160 863 1,757 1,169 2,926


40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

3rd Stage2018 2019 20212020

2020 2021 3rd Stage2018 2019

3rd Stage2018 2019 2020 2021

A10 - 35

Volume III S upporting Report

10.3.3 MP STP Direct construction cost (personnel and others for LC)Albanian Price Unit: Million Lek breakdown of LC: personned and other materials

Personnel Others Total Personnel Others Total Personnel Others Total Personnel Others Total Personnel Others Total

0 0 0 0 0 0 0 0 0 0 0 0 0 0 028 42 70 28 42 70 47 71 118 47 71 118 150 226 376

Civil & ArchitectMech & ElecTotalCivil & Architect 214 320 534 214 320 534 53 80 133 53 80 133 534 800 1,334Mech & Elec 8 11 19 15 23 38 23 34 57 30 46 76 76 114 190Total 222 331 553 229 343 572 76 114 190 83 126 209 610 914 1,524Civil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotal

250 373 623 257 385 642 123 185 308 130 197 327 760 1,140 1,900

1 US$= 107.23 Lek1 US$= 115.74 Yen1 Yen= 0.926 Lek



Civil & ArchitectMech & ElecTotalCivil & Architect 0 577 577 0 577 577 0 144 144 0 144 144 0 1,443 1,443Mech & Elec 0 21 21 0 41 41 0 62 62 0 82 82 2,474 206 2,680Total 0 598 598 0 618 618 0 206 206 0 226 226 2,474 1,649 4,123Civil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotal

0 598 598 0 618 618 0 206 206 0 226 226 0 1,648 4,123

Ratio (%)


Civil & Architect 40 40 40 40 10 10 10 10 100 100Mech & Elec 0 10 20 20 40 30 40 40 100 100TotalCivil & Architect 40 40 40 40 10 10 10 10 100 100Mech & Elec 0 10 20 20 40 30 40 40 100 100TotalCivil & ArchitectMech & ElecTotalCivil & ArchitectMech & ElecTotal

Component2010 2011 2012 2013 First Stage

Direct Construction CostTrunk Sewer Main+ Branch Sewer


Component

Kashar PS

Kashar STP

Kamza PS

Burxulle STP

2010 2011 2012 2013


First Stage

First Stage2010 2011 2012


2013

Kashar STP

Burxulle STP

Kashar PS

Kashar STP

Burxulle STP

Kashar PS

Component


Kamza PS

Kamza PS

A10 - 36


10.3.3 MP STP Direct construction cost (personnel and others for LC)Albanian Price Unit: Million Lek




Ratio (%)


Component



Component

Kashar PS

Kashar STP

Kamza PS

Burxulle STP



Kashar STP

Burxulle STP

Kashar PS

Kashar STP

Burxulle STP

Kashar PS

Component


Kamza PS

Kamza PS


89 74 163 289 238 527 315 259 574 64 53 117 757 624 1,381170 186 356 186 278 464 153 230 383 146 219 365 655 913 1,56830 46 76 31 46 77 8 11 19 8 11 19 76 115 1911 1 2 2 4 6 3 5 8 4 7 11 11 16 27

31 47 78 33 50 83 11 16 27 12 18 30 87 131 218275 413 688 276 413 689 69 103 172 69 103 172 688 1,033 1,72110 15 25 20 29 49 30 44 74 39 59 98 98 148 246

285 428 713 295 443 738 98 148 246 108 162 270 787 1,180 1,967

575 735 1,310 803 1,009 1,812 577 653 1,230 330 452 782 2,285 2,849 5,134


0 83 83 0 83 83 0 21 21 0 21 21 0 207 2070 3 3 0 6 6 0 9 9 0 12 12 355 29 3840 86 86 0 89 89 0 30 30 0 33 33 355 236 5910 744 744 0 744 744 0 186 186 0 186 186 0 1,859 1,8590 27 27 0 53 53 0 80 80 0 106 106 3,186 266 3,4520 771 771 0 797 797 0 266 266 0 292 292 3,186 2,125 5,311

0 857 857 0 886 886 0 296 296 0 325 325 0 2,364 2,364


40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

2017 2nd Stage2014 2015 2016

2015 2016 2017 2nd Stage2014

2014 2015 2016 2017 2nd Stage

A10 - 37


10.3.3 MP STP Direct construction cost (personnel and others for LC)Albanian Price Unit: Million Lek




Ratio (%)


Component



Component

Kashar PS

Kashar STP

Kamza PS

Burxulle STP



Kashar STP

Burxulle STP

Kashar PS

Kashar STP

Burxulle STP

Kashar PS

Component


Kamza PS

Kamza PS


126 104 230 90 74 164 19 16 35 13 11 24 248 205 453170 255 425 162 242 404 108 161 269 121 181 302 561 839 1,400

19 28 47 19 29 48 5 7 12 5 7 12 48 71 1191 1 2 2 2 4 2 3 5 2 4 6 7 10 17

20 29 49 21 31 52 7 10 17 7 11 18 55 81 136133 199 332 133 199 332 33 50 83 33 50 83 332 498 830

5 7 12 10 14 24 14 21 35 19 28 47 47 71 118138 206 344 143 213 356 47 71 118 52 78 130 379 569 948454 594 1,048 415 561 976 181 258 439 193 281 474 1,243 1,694 2,937


0 51 51 0 52 52 0 13 13 0 13 13 0 130 1300 2 2 0 4 4 0 5 5 0 7 7 224 18 2420 53 53 0 56 56 0 18 18 0 20 20 224 148 3720 358 358 0 358 358 0 89 89 0 89 89 0 894 8940 13 13 0 26 26 0 38 38 0 51 51 1,533 128 1,6610 371 371 0 384 384 0 127 127 0 140 140 1,533 1,022 2,555

0 424 424 0 440 440 0 145 145 0 160 160 0 1,169 1,169


40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

40 40 40 40 10 10 10 10 100 1000 10 20 20 40 30 40 40 100 100

3rd Stage2018 2019 2020 2021

2020 2021 3rd Stage2018 2019

2020 3rd Stage2018 2019 2021

A10 - 38

Case B-3: Two Sewage Treatment PlantsUnit: Million Lek

FC LC Total FC LC Total FC LC Total FC LC Total

1,375 298 1,673 807 1,380 2,187 26 454 480 2,208 2,132 4,3400 376 376 0 1,644 1,644 0 1,400 1,400 0 3,420 3,4200 0 0 328 221 549 0 0 0 328 221 549

2,292 1,526 3,818 2,950 1,968 4,918 0 0 0 5,242 3,494 8,736Kamza PS 0 0 0 0 0 0 208 137 345 208 137 345

0 0 0 0 0 0 1,419 948 2,367 1,419 948 2,3673,667 2,200 5,867 4,085 5,213 9,298 1,653 2,939 4,592 9,405 10,352 19,757

Indirect Construction CostLand Acquisition and Compensation - 3,068 3,068 - 1,550 1,550 - 0 0 - 4,618 4,618Administrative Expenses* - 293 293 - 465 465 - 230 230 - 988 988Engineering Services 367 220 587 409 521 930 165 294 459 941 1,035 1,976Physical Contingency 367 220 587 409 521 930 165 294 459 941 1,035 1,976Capacity Bilding Cost 96 51 147 108 36 144 27 9 36 231 96 327Total of Indirect Cost 830 3,852 4,682 926 3,093 4,019 357 827 1,184 2,113 7,772 9,885

Total Project Cost 4,497 6,052 10,549 5,011 8,306 13,317 2,010 3,766 5,776 11,518 18,124 29,642

3rd Stage(2018-2021) Projects Total

Direct Construction CostTrunk Sewer

2nd Stage(2014-2017)1st Stage(2009-2013)Component


Main SewersKashar PSKashar STP

BurxulleSTP

A10 - 39


10.3.4 Construction cost of STP and PS by phase and FC and LCunit:million yen

1st 2nd 3rdTotal FC LC Total FC LC Total FC LC Total FC LC

Kamza PSCivil & Architectural 130 0 130 130 0 130Mechanical & Electrical 242 224 18 242 224 18Total 372 224 148 372 224 148

Kashar STPCivil & Architectural 3,302 0 3,302 1,443 0 1,443 1,859 0 1,859Mechanical & Electrical 6,132 5,660 472 2,680 2,474 206 3,452 3,186 266Total 9,434 5,660 3,774 4,123 2,474 1,649 5,311 3,186 2,125

Ｂerxulle STPCivil & Architectural 894 0 894 894 0 894Mechanical & Electrical 1,661 1,533 128 1,661 1,533 128Total 2,555 1,533 1,022 2,555 1,533 1,022

Kashar PSCivil & Architectural 207 0 207 207 0 207Mechanical & Electrical 384 355 29 384 355 29Total 591 355 236 591 355 236

Total Costruction Cost 12,952 7,772 5,180 4,123 2,474 1,649 5,902 3,541 2,361 2,927 1,757 1,170

Project Total 2010-2013 2014-2017 2018-202１(2020）

A10 - 40


10.3.4 Construction cost of STP and PS by phase and FC and LC見直し

unit:million yen1st 2nd 3rd

Total FC LC Total FC LC Total FC LC Total FC LCKamza PS

Civil & Architectural 130 0 130 130 0 130Mechanical & Electrical 242 224 18 242 224 18Total 372 224 148 372 224 148


Ｂerxulle STPCivil & Architectural 894 0 894 894 0 894Mechanical & Electrical 1,661 1,533 128 1,661 1,533 128Total 2,555 1,533 1,022 2,555 1,533 1,022



1Yen= 0.926 Lek

1st 2nd 3rdTotal FC LC Total FC LC Total FC LC Total FC LC

Kamza PSCivil & Architectural 120 0 120 120 0 120Mechanical & Electrical 224 207 17 224 207 17Total 344 207 137 344 207 137


Ｂerxulle STPCivil & Architectural 828 0 828 828 0 828Mechanical & Electrical 1,538 1,420 119 1,538 1,420 119Total 2,366 1,420 946 2,366 1,420 946



Replacement(Mechanical & Electrical)1st 2nd 3rd

Total FC LC Total FC LC Total FC LC Total FC LC

Kamza PS 224 207 17 0 0 0 0 0 0 224 207 17Kashar STP 5,678 5,241 437 2,482 2,291 191 3,197 2,950 246 0 0 0Ｂerxulle STP 1,538 1,420 119 0 0 0 0 0 0 1,538 1,420 119Kashar PS 356 329 27 0 0 0 356 329 27 0 0 0Total 7,796 7,197 599 2,482 2,291 191 3,552 3,279 273 1,762 1,627 135

Project Total 2010-2013 2014-2017 2018-202１(2020）

Project Total 2010-2013 2014-2017 2018-202１(2020）

2010-2013 2014-2017 2018-202１(2020）Project Total

A10 - 41


10.3.5 MP- Kashar PS cost

Kashar PS(for MP)

unit: million yenmechanical and electrical

construction cost remarks civil and architectconstruction cost

screen/grit chamber 159main pump 235 C&A:　　35%

M&E:　　65%

total；A 394connecting pipes；Ｂ 118 A*30%

installation; C 39 A*10%electrical equipment；D 197 A*50%

installation；E 20 A*5%total;F 769 414 1,183

cost in Japan

amended to Albania

construction cost ofmechanical electrical

equipment384 half the

Japanese cost 0.5

civil and architectconstruction cost 207

half theJapanese cost

total construction cost 591 548.0 million Lek

1Yen= 0.926 LekFC 710 355 million yen

329 million Lek

routine repair cost

0.5 % ofequipment and materialscost

0.50 1,645 103Lek

million yenoverall cost of total construction cost : breakdown to FC and LC

total FC LC remarksC&A cost 207 0 207M&E cost 384 355 29total 591 355 236noteFC includes equipment and other materials (items A, B and D)LC includes installation cost.

million yenbreakdown of LC: personnel and other materials

total personnel other materials remarksC&A cost 207 83 124M&E cost 29 12 17total 236 95 141

note1)civil and architectural construction cost 207 million　yen40%of civil and architectural construction cost is supposed to be personned cost.

207 *40%= 83 million　yen

2)installation cost (items C and E) 59 cost in Japan29 half the Japanese cost

40%of installation cost is supposed to be personnel cost. 29 *40%= 12 million　yen

equipment andother materialsare included


A10 - 42


10.3.6 MP-(1stage)Kashar STP cost

Kashar STP(1stage)

unit: million yen

mechanical and electricalconstruction cost

remarks civil and architectconstruction cost


primary sedimentation tank 101 M&E:　　65%trickling filter 869

secondary sedimentation tank 462chlorination tank 71

thickener 32digester 526

belt filter press 397

total；A 2,749connecting pipes；Ｂ 825 A*30%

installation; C 275 A*10%electrical equipment；D 1,375 A*50%

installation；E 137 A*5%total;F 5,361 2,886 8,247

cost in Japanamended to Albania


equipment2,680 half the

Japanese cost 0.5

civil and architectconstruction cost 1,443 half the

Japanese costtotal construction cost 4,123 million yen 3,818 million Lek

1Yen= 0.926 Lek

foreign currency portion 4,948half theJapanese cost 2,474 million yen

2,291 million Lek

routine repair cost


0.5 11,455 103Lek


total FC LC remarksC&A cost 1,443 0 1,443M&E cost 2,680 2,474 206total 4,123 2,474 1,649noteFC includes equipment and other materials (items A, B and D)LC includes installation cost.


total personnel other materials remarksC&A cost 1,443 577 866M&E cost 206 82 124total 1,649 659 990note1)civil and architectural construction cost 1,443 million　yen40%of civil and architectural construction cost is supposed to be personned cost.

1,443 *40%= 577 million　yen


40%of installation cost is supposed to be personned cost. 206 *40%= 82 million　yen


A10 - 43


10.3.7 MP-Kashar STP cost

Kashar STP(for MP)

unit: million yen

mechanical and electricalconstruction cost

remarks civil and architectconstruction cost


primary sedimentation tank 267 M&E:　　65%trickling filter 2,317

secondary sedimentation tank 1,230chlorination tank 78


belt filter press 1,130

total；A 6,289connecting pipes；Ｂ 1,887 A*30%

installation; C 629 A*10%electrical equipment；D 3,144 A*50%




equipment6,132 half the

Japanese cost 0.5

civil and architectconstruction cost

3,302 half theJapanese cost

total construction cost 9,434 million yen 8,735 million Lek

1Yen= 0.926 Lek

foreign currency portion 11,320half theJapanese cost 5,660 million yen

5,241 million Lek

routine repair cost


0.5 26,205 103Lek


total FC LC remarksC&A cost 3,302 0 3,302M&E cost 6,132 5,660 472total 9,434 5,660 3,774noteFC includes equipment and other materials (items A, B and D)LC includes installation cost.


total personnel other materials remarksC&A cost 3,302 1,321 1,981M&E cost 472 189 283total 3,774 1,510 2,264note1)civil and architectural construction cost 3,302 million　yen40%of civil and architectural construction cost is supposed to be personned cost.

3,302 *40%= 1,321 million　yen




A10 - 44


10.3.8 MP-Kamza PS cost

Kamza PS(for MP)


construction costremarks civil and architect

construction costscreen/grit chamber 159

main pump 89 C&A:　　35%M&E:　　65%

total；A 248connecting pipes；Ｂ 75 A*30%


installation；E 12 A*5%total;F 485 261 745


construction cost ofmechanical electrical 242


civil and architect constructioncost 130


total construction cost 372 million yen 344 million Lek1Yen= 0.926 Lek

foreign currency portion 447 224 million yen207 million Lek

routine repair cost


0.50 1,035 103Lek


total FC LC remarksC&A cost 130 0 130M&E cost 242 224 18total 372 224 148noteFC includes equipment and other materials (items A, B and D)LC includes installation cost.

million Lektotal FC LC remarks

C&A cost 120 0 120M&E cost 224 207 17total 344 207 137


total personnel other materials remarksC&A cost 130 0 130M&E cost 18 7 11total 148 7 141note1)civil and architectural construction cost 130 million　yen40%of civil and architectural construction cost is supposed to be personned cost.

130 *40%= 52

2)installation cost (items C,and ) 37 cost in Japan19 half the Japanese cost


equipment andothermaterials areincluded


A10 - 45


10.3.9 MP- Berxulle STP cost

Berxulle STP( for MP)


construction cost remarkscivil andarchitectconstruction

screen/grit chamber 159main pump 240 C&A:　　35％

primary sedimentation tank 148 M&E:　　65％trickling filter 299

secondary sedimentation tank 297chlorination tank 78


belt filter press 158

total；A 1,702connecting pipes；Ｂ 511 A*30%



cost in Japan

amended to Albaniaconstruction cost of mechanical

electrical equipment 1,660half theJapanese cost

civil and architect constructioncost 894 half the

Japanese costtotal construction cost 2,554 million yen 2,365 million Lek

1Yen= 0.926 Lek

foreign currency portion 3,064 half theJapanese cost

1,532 million yen

1,419 million Lek

routine repair cost


0.5 7,660 103Lek


total FC LC remarksC&A cost 894 0 894M&E cost 1,660 1,532 128total 2,554 1,532 1,022noteFC includes equipment and other materials (items A, B and D)LC includes installation cost.


total personnel other materials remarksC&A cost 894 358 536M&E cost 128 51 77total 1,022 409 613

note1)civil and architectural construction cost 894 million　yen40%of civil and architectural construction cost is supposed to be personned cost.

894 *40%= 358 million　yen




A10 - 46


10.4 FS STP and PS Construction Cost

10.4.1 Basis of Construction Cost Estimate (FS)

Item unit unit cost(Lek) source

site leveling m2 50 DPUKdemolition m3 3,000 referring to Japanese costdisplacement of tower unit 300,000 electric companypile works m 16,000 construction companiesexcavation m3 500 UKTbackfilling m3 250 UKTconcrete m3 10,000 UKTreinforcing steel bar ton 100,000 UKTform m2 3,000 referring to Japanese cost

A10 - 47


10.4.2 Cost estimate for civil and architectural works of Kashar STP

unit quantity unit price(lek)

cost(lek)

construction costof each facility

pumping station area of floor m2 1,220 50,000 61,000,000 10,000*2,124+100,000*170+3,000*subtotal 61,000,000 5,580=54,980, 54,980/1,220=45

grit chamber concrete m3 85 10,000 850,000steel bar ton 7 100,000 700,000form m2 450 3,000 1,350,000subtotal 2,900,000

primary concrete m3 2,240 10,000 22,400,000sedimentation steel bar ton 180 100,000 18,000,000tank form m2 5,340 3,000 16,020,000

subtotal 56,420,000trickling concrete m3 22,870 10,000 228,700,000filter steel bar ton 1,830 100,000 183,000,000

form m2 22,680 3,000 68,040,000subtotal 479,740,000

secondary concrete m3 6,110 10,000 61,100,000sedimentation steel bar ton 490 100,000 49,000,000tank form m2 6,740 3,000 20,220,000

subtotal 130,320,000chlorination concrete m3 610 10,000 6,100,000tank steel bar ton 50 100,000 5,000,000

form m2 2,020 3,000 6,060,000subtotal 17,160,000

thickener concrete m3 360 10,000 3,600,000steel bar ton 30 100,000 3,000,000form m2 920 3,000 2,760,000subtotal 9,360,000

digester concrete m3 3,300 10,000 33,000,000steel bar ton 260 100,000 26,000,000form m2 12,170 3,000 36,510,000subtotal 95,510,000

dewatering equipment area of floor m2 756 50,000 37,800,000building subtotal 37,800,000sludge drying bedconcrete m3 5,400 10,000 54,000,000

subtotal 54,000,000administrationbuilding area of floor m2 1,300 50,000 65,000,000

substationbuilding area of floor m2 150 50,000 7,500,000

generatorbuilding area of floor m2 150 50,000 7,500,000

earth works andothers LS 1 407,326,000

planting cost LS 1 35,000,000total (1) 1,466,536,000small structures LS 1 73,326,800 5% of total (1)total (2) 1,539,862,800fieldmanagementand overhead

307,972,560 20% of total

grand total 1,847,835,360 round1,848 million Lek

A10 - 48


10.4.3 Cost estimate for earth work and others

Cost for Earth Workunit excavation soil disposal backfilling remarks

pumping station m3 8,400 5,000 3,400

Primary sedimentation m3 1,800 1,400 400tankTrickling filter m3 39,900 26,700 13,200

Secondary sedimentatio m3 47,200 26,400 20,800tankChlorination tank m3 6,300 2,700 3,600

Thickener m3 2,000 1,000 1,000

Digester m3 18,100 9,900 8,200

total earth work 123,700 73,100 50,600

Earth workItem Quantity (m3) Unit price(Lek/m3) Cost(Lek）

Excavation 123,700 500 61,850,000

Soil disposal 73,100 0

Backfilling 50,600 250 12,650,000

Total 74,500,000

Othersunit quantity unit price(Lek) cost(Lek) remarks

site leveling m2 468,000 50 23,400,000

demolition ofexisting buildings m3 3,150 3,000 9,450,000

displacement ofthree steel towers tower 3 300,000 900,000

pile works m 15,701 16,000 251,216,000

temporary structure forpumping station LS 1 47,860,000 47,860,000

Total 332,826,000

Total of Earth Work and Others Cost(Lek)

Earth Works 74,500,000Others 332,826,000Total 407,326,000

A10 - 49


10.4.4 Mechanical and Electrical Equipment Cost (FS)


construction cost remarks

screen/grit chamber 138 two channelsmain pump 153

primary sedimentation tank 101 12 tankstrickling filter 869 24 filters

secondary sedimentation tank 462 9 tankschlorination tank 71 half the total

thickener 32 2 tanksdigester 526 8 tanks

belt filter press 397 3 units

total；A 2,750connecting pipes；B 412 A*15%

installation; C 275 A*10%electrical equipment；D 825 Ａ*30%

installation；E 137 Ａ*5%total；F 4,400

overhead 880 F*20%total consruction cost 5,280

amended to Albaniaconstruction cost of mechanical

elecrical equipment 2,640half theJapanese cost

construction cost of mechanicalelecrical equipment 2,640 million yen 2,206 million Lek

1Yen= 0.836 Lekforeign currency portion 4,785

half theJapanese cost 2,392 million yen

2,000 million Lek

routine repair cost

0.5 % ofequipment

and materialscost

0.5 10,000 103Lek

Mechanical and Electrical cost unit: million Lekoverall cost of mechanical and electrical cost : breakdown to FC and LC

total FC LC remarksM&E cost 2,206 2,000 206

FC includes equipment and other materials (items A, B and D)LC includes installation cost.

unit: million Lekbreakdown of LC: personnel and other materials

total personnel other materials remarksmechanical and electrical cost 206 82 124note1) 40% of LC is for personnel 82

2) civil and architectural construction co 1,848 million Lek30% of civil and architectural cost is supposed to be personnel cost.

1,848 *30%＝ 554

10.4.5 Total construction cost of Kashar STP

unit: million Lektotal FC LC

C&A cost 1,848 0 1,848M&E cost 2,206 2,000 206total 4,054 2,000 2,054

contents of LC unit: million Lekoverall personnel others

C&A cost 1,848 554 1,294M&E cost 206 82 124total 2,054 636 1,418


A10 - 50


A10 - 51

10.4.6 Piles for Foundation (FS) Weight of structure concrete and liquid contained in each structure are considered as loading. Bearing capacity per each pile of 600 mm is assumed 90 tons. Referring to the results of geological survey, lengths of piles were determined 13 m for pumping station (including grit chamber), 10 m for primary sedimentation tank, 8 m for trickling filter, 5 m for chlorination tank, 5 m for thickener and 5 m for digester, respectively. Mat foundation with no pile is applied to secondary sedimentation tank, buildings for dewatering equipment, administration, substation and generators. Total lengths of piles are: 57*13 + 132*10 + 1,440*8 + 46*5 + 26*5 + 352*5 = 15,701 (m) Costs for piles including setting are estimated as follows using the unit cost of 16,000 m/Lek provided by UKT. 15,701*16,000 = 251,216,000 (Lek) Weight of concrete (ton)

Liquid (ton) Total weight

per tank (ton)

Number

of pile

per tank

Number

of tank

Total

Number

of pile

Pump

building

30*15*13(H)

Slab of 80cm

Floor of 40 cm

Outer wall of

40cm and inner

wall of 20 cm

30*15*0.8+30*15*0.4*2

+2(30+15)*13+30*13*0.2

+4*15*13*0.2

(total)*2.4 =5,098

span of inner wall is 6.0 m

for longitudinal and 7.5 m

for sectional directions.

‐ 5,098 57 1 57

PST 187*2.4

=449

4*3*40.5

=486

935 11 12 132

TF 953*2.4

=2,287

(41.52)*0.785

*1.5*1.5(filter

media)=3,042

5,329 60 24 1,440

SST 679*2.4

=1,630

(26.22)*0.785

*3.5 =1,886

3,516 39 9 No pile

Chlorination

Tank

606*2.4

=1,454

4*3.0*224

=2,688

4,142 46 1 46

Thickener 179*2.4

=430

(152)*0.785*4

=707

1,137 13 2 26

Digester 413*2.4

=991

(19.62)*0.785

*9.8= 2,955

3,946 44 8 352


10.4.7 STP major civil structures and architecture quantities

a. Grit Chamber w2.5xL20.5

Plan

Section

(1) Concrete base A= 1/2 x ( 2.0 + 5.9 ) x 2 x 5.0+ 5.9 x 20.5 = m3

btVB= x 0.4 = 64 m3

nwall L= 31 x 2 + 20.5 + 5.9 x 4 = 105 m

L tVw = 105 x 0.2 = 21 m3

total = 64 + 21 = 85ton

(2) Steel bar t/m3 x = 6.8bt

(3) Form base ( 31 + 5.9 ) x 2 x 0.4 = 29.12 tanks L H n

wal 105 x 2.0 x 2 = m2

total = + = 449

b. Primary Sedimentation Tank w4.0 x H3.0 x L10.5 x 12 tanks

Plan Section

w exp.j

160

420420

160

m3

0.08 85

m2

29.1

2.5

5.9

20.5

30.5

5.0 5.0

2.0

2.0

bt=0.4

41.

38.0 17.5

A :8Tanks A :4Tanks 95.0

91.5H=4.0

L=41.1

wall-1

wall-2

A10 - 52


= 4.0 x 8 + 3.0+ 0.3 x 10

wall

(1) Earth Work A base= ( 41 + 2.0 x 2 )x ( 38.0 x 2.0 x 2 )excavation = m2

A GL= ( 45 + 0.6 x 2 )x ( 42.0 x 0.6 x 2 )= m2

B base= 45 x ( 18 + 2.0 x 2 ) = m2

B GL= 46 x ( 22 + 0.6 x 2 ) = m2

Total Abase + AGL + Bbase + BGL = m2

average Area = m2

m2

ave Area x (h=0.6) = x 0.6 = 1,774

Soil disposal hVA = 41 x ### x 0.6 = m3

VB = 41 x ### x 0.6 = m3 m3

Total = m3 1,368m3

Backfilling - = 406

(2) Concrete L B tbase A :8tanks 41 x 38.0 x 0.6 = m3

B :4tanks 41 x 17.5 x 0.6 = m3

base total = m3

wall average wall height aveH = 4.0 mL ave H t A B

41 x 4.0 x 0.3 x ( 10 + 5 ) = m3

B ave H t nwall-1 ### x 4.0 x 0.3 x 2 = m3

wall-2 ### x 4.0 x 0.3 x 2 = m3

total wall+wall-1+wall-2 = m3

concrete total + = 2,242ton

(3) Steel bar t/m3 x = 179

2,957

937

1,368

432

431

38.0

1,894

2,000

1,369

5,9141,051

969

2,957

1,774 1,368

0.08 2,242

937

740

9142

873

1,369 873

0.

38.02.0

AA

38.0

41.1 B

17.

GL

A10 - 53


t(4) Form base A ( 41.1 + 38.0 ) x 2 x 0.5 = 79 m2

base B ( 41.1 + 17.5 ) x 2 x 0.5 = 59 m2

L ave H A Bwall 41 x 4.0 x ( 10 + 5 ) x 2 = m2

B ave H in, outwall-1 38.0 x 4.0 x 2 x = m2

wall-2 17.5 x 4.0 x 2 x = m2 m2

total wall+wall-1+wall-2 = m2 5,342

c. Trickling Filter 24Tanks

Plan Section t= 0.3 φ275

180h= 3.0 3.6

180 95 H= 0.8b = 0.6

(1) Earth Work Hexcavation ( 275 x 180 )+[ ( 275 + 1.6 )x( 180 + 1.6 )] x 0.8

2 m3

= ( + )X 1 / 2 x 0.8 = 39,892

Soil disposal H1tank （ + 2 X 0.3 )2 x x 0.8

= m3 m3

Tank number 24 Tanks 24 x = m3 26,712m3

Backfilling - = 13,180

(2) Concrete b1tank base ( + 2 x 0.3 )2 x x 0.6

= m3 t hwall ( + 0.3 ) x x 0.3 x 3.0

= m3

m3

24 Tanks 24 x ( + )= 22,870ton

(3) Steel bar t/m3 x = 1,830

49,500 50,231

41.51,113

834.8

GL+91.0

0.785

3.14

4,860

0.785

0.08 22,870

41.5118.1

1,113

+90.2

39,892 26,712

41.5834.8

41.5

+90.8

+93.8

26,712

118.1

5,342140304

A10 - 54


(4) Form 1tank (h+b) in and out wall( + 0.3 ) x x 3.6 x 2

= m2 m2

24 Tanks 24 x = 22,680d. Secondary Sedimentation Tank 9 tanks

Plan Section

slope 3％ t= 0.613.2 x 3/100 =

- - 0.6=

(1) Earth Workexcavation [ ( 153 x 60 - 30 x 30 )

+ ( 153 + 5.2 x 2 ) X( 60 + )- ( 30 + 10.4 )x( 30 + 10.4 ) ] x 1/2 x5.2 m3

= ( + - )x 1/2 x 5.2 = 47,193

Soil disposal H1tank （ + 2 x 0.3 )2 x x 5.2 =

= m3 m3

9 tanks 9 x = m3 26,388m3


(2) Concrete1tank base 1/3x[( + 2 x 0.3 )2 x x 2

- 2 x x= 1/3 x ( - ) = m3

hwall ( + 0.3 ) x 4.5 x = m3 m3

9 tanks 9 x ( + 374 ) = 6,111ton


(4) Form 1tank h in and out wall( + 0.3 ) x 4.5 x x 2= m2

m2

9 Tanks 9 x 749 = 6,741

26.2749

47,193 26,388

0.08 6,111

26.2305

1127.64 213.4

3.14

1,632

26.2

945945

2,932

8280 11,503

0.785

41.5

26,388

3.14

374

0.3960.396

0.396

10.4

0.785

3.14

]305

85.8086.8

0.785

2,932

26.226.2

t=300 26,20

+86.80

+91.3

+91.0

+85.8

b=0.

5.2H=

h=4.60

92

153

30

30

30

A10 - 55


e. Chlorination tank

Plan

(1) Earth Work hexcavation a 63 x 13 x 5.1 =

h nb 63 x 1/2 x 5.1 x 5.1 x 2 =c 13 x 1/2 x 5.1 x 5.1 x 2 =

d 1/3 x 1/2 x 5.1 x 5.1 x 5.1 x 8 = m3

Total 6,333h m3

Soil disposal 59 x 8.9 x 5.1 = m3 2,696m3


(2) Concrete tbase 59 x 8.9 x 0.6 = m3

wall L1= 59 x 3 - 4 = 174 mL2= 8.9 x 3 = 27 m

L1+L2= 201 m

201 x 4.8 x 0.3 = m3 m3

Total= 317 + 289 = 606ton

6,333

336177

6,333

2,696

2,696

317

289

4,171

1,649

59.4

2.54.0

8.9

56.0

4.0

+86.5

+91.3

GL+91.0

bt=0.6

4.8

2.0 5.1

5.1

Plan Wall t=0.3 Section

a bcd

59.42.0 2.0

63.4

5.1

h=5.112.9

63.4

Section

A10 - 56



t

(4) Form base ( 59 + 8.9 ) x 2 x 0.6 = m2

h nwall 201 x 4.8 x 2 = m2 m2

Total= 82 + = 2,011

f. Sludge Thickener 2Tanks

Section

(1) Concrete base 3.1 /4x ( ### + 0.3 x 2 )2 x 0.6 = m3

1tank D twall 3.1 x ### x 4.5 x 0.3 = m3

total = m3 m3

2 tanks 2 x = 358ton

(2) Steel bar t/m3 x = 29h

(3) Form wall in 3.1 x ( ### + 0.3 x 2 ) x 5.1 =wall out 3.1 x ### x 4.5 =

total =2 tanks 2 x = 924

115

64179

m2

212 m2

179

358

250

0.08

0.08 606

m2462462

m2

82

1,929

1,929

H=2.62.0

0.6

4.5 h=5.1GL

bt=0.6

D=15.0 t=0.3

A10 - 57


g. Sludge Digester D19.6m x H9.8m 8 tanks

Section

Plan

slope 10 %x 1/2 = 9.8 (radius)

9.8 x 0.1 =

2H(1) Earth Work [ 92 x 46 + ( 92 + ) x ( 46 + )]

excavation x 1/2 x = 18,076

Soil disposal H1tank （ + 2 x 0.4 )2 x x

= m3

m3

8 tanks 8 x = m3 9,880m3


(2) Concrete1tank base 1/3x[( + 1.6 )2 x x

- 2 x x ]= - ) = m3

Hwall ( + 0.4 ) x x 9.8 x 0.4

= 246 m3

top 111 x 1/2 = 56 m3

m3

8 tanks 8 x ( 111 + 246 + 56 )= 3305ton


(4) Form 1tank inner out wall Hwall ( + + 0.8 )x x 9.8

= m2

roof ( x 2 )2 x x 172 / 180= m2

m2

8 Tanks 8 x ( + 290 )= 12,168

1.78

7.56

19.6 19.6 3.141,231

9.82 0.785290

19.6 3.14

0.08 3,305

18,076 9,880

1112961/3x ( 628.00319.6 0.785 0.98

19.6

1,2353.78

1,235 9,880

19.60.98

19.6 0.785

7.563.78

46

92

1,231

0.785

D=19.60.4

0.4

GL+91.

0.8 89.0

88.087.2

slope 1:1

H=3 78

A10 - 58


h. Drying bedarea t m3

(2) Concrete m2 x 0.2 m = 5,400

j. Demolition of existing buildings

floor 1 w l n t### x ### x 11 x 0.2 =

floor 2w l n t### x ### x 1 x 0.2 = m3

total = 3,150

k.. Pumping station w L

(1)Area floor B2(channel) 9.0 x 30 =B1(floor) 15 x 30 =1F 15 x 30 + 10 x 5 = m2

total = 1,220

section

270450500

1,220

36,000

2,970

180

3,150

V2

V1

GL+91.0

'+83.0

'+78.0

8.0

5.0

9.0

15.0 2.02.0

A10 - 59


(2) Earth Workexcavation B L H m3

### x ### x 13.0 = 8,398W

Soil disposal V2= 9.0 x ### x 5.0 =V1= ### x ### x 8.0 = m3

total = 4,950m3


(3) Temporary structure section

plan

plain length L= ( ### + ### ) X 2 = m

Temporary wall is estimated the cast in place pilepille diameter is 0.6 m

n = / 0.6 = 177 pile

1pile construction cost = Lek /m x 17 m/pile = Lek/pileLek

Construction cost 177 x =

106.0

106.0

1,3503,6004,950

8,398 4,950

47,860,800

16,000 270,400

270,400

34.019.0

H=13.0

L=16.9m/pil

A10 - 60


A10 - 61

10.5 MP O&M Cost 10.5.1 Sludge Disposal Cost for MP Assumptions: Moisture contents of dewatered sludge and dried sludge are 80% and 40%, respectively.

Kashar STP Berxulle STP

Dewatered sludge

Dry basis ton/day

Wet basis ton/day

16.48

82.15

‐

‐

Dried sludge

Dry basis ton/day

Wet basis ton/day

5.48

9.13

4.48

7.47

Total

Wet basis ton/day 91.28 7.47

The distance between STP and disposal site Kashar STP: 10km to the southern solid waste dumping site proposed in World Bank’s Strategic Plan Berxulle STP: 15km to the northern site in the Strategic Plan

Conveyance cost: 25 Lek/ton/km (source: DPUK) Loading cost: 5,000 Lek/day, 0.6 m3/day, 15minutes for one loading Leveling: 5,000/day, 21 m3 bulldozer, 710 m3/day

Kashar STP: 35,000 + 23,000 + 5,000 = 63,000 Lek/day, 63,000/91.28 = 690 Lek/ton Loading 91.28/0.6 = 153 (times), 153/(4*6) = 7 (units), 7*5,000 = 35,000 Lek/day Conveyance 92*10 (km) *25 = 23,000 Lek/day Leveling 5,000 Lek/day

Berxulle STP: 5,000 + 3,000 + 5,000 = 13,000 Lek/day, 13,000/7.47 = 1,740 Lek/day Loading 7.47/0.6 = 13 (times), 13/(4*6) = 1 (unit), 13,000/7.47 = 1,740 Lek/day Conveyance 8 * 15 (km) * 25 = 3,000 Lek/day Leveling 5,000 Lek/day

Weighed average of disposal costs for two STPs is, (63,000＋13,000)/(91.28＋7.47)＝769Lek/(wet basis ton). Hence, unit disposal cost is to be 800 Lek/(wet basis ton).


10.5.2 MP ORGANIZATION CHART FOR O&M

manager (1) engineer (1) Kashar (24) Kashar (3) Kashar (3)engineer (2) chemist (3) engineer (1) mechanics (1) mechanics (1) manager (1)driver (2) driver (1) foreman (1) worker (2) operator (2) foreman (1)secretary (2) mechanics (2) Berxull (2) Kamza (3) driver (2)

operator (16) mechanics (1) mechanics (1) worker (3) worker (4) worker (1) operator (2) sewer cleaning & repairs (52)Berxull (13) foreman (6) engineer (1) driver (15) foreman (1) worker (31) mechanics (1) operator (8) worker (2)

O&M of PS (6)

Director (1)

sewer maintenance (59)administration (7)

water quality(5)

STP operation (37)

STP maintenance (5)

sewer inspection (7)

A10 - 62

A10 - 63

10.5.3 O&M Personnel Cost for Master Plan

Division/section

Names

Job class Nos. of M-M

(Phases I, II, III)

Unit cost

lek/M-M

MP

lek/M-M

O/M division Director 1(1, 1, 1) 80,000 80,000

Administration manager 1(1, 1, 1) 60,000 60,000

engineer 2(1, 1, 2) 40,000 80,000

driver 2(1, 1, 2) 25,000 50,000

secretary 2(1, 1, 2) 25,000 50,000

Water quality engineer 1(1, 1, 1) 40,000 40,000

chemist 3(1, 2, 3) 30,000 90,000

driver 1(1, 1, 1) 25,000 25,000

STP Operation engineer 2(1, 1, 2) 40,000 80,000

Foreman 2(1, 1, 2) 30,000 60,000

mechanics 3(1. 2, 3) 30,000 90,000

Operator 24(8, 16, 24) 25,000 600,000

worker 6(2, 4, 6) 20,000 120,000

STP maintenance mechanics 2(1, 1, 2) 30,000 60,000

Worker 3(1, 2, 3) 20,000 60,000

O&M of pumps mechanics 2(0, 1, 2) 30,000 60,000

operator 2(0, 1, 2) 25,000 50,000

Worker 2(0, 1, 2) 20,000 40,000

Sewer inspection manager 1(1, 1, 1) 60,000 60,000

foreman 1(1, 1, 1) 30,000 30,000

driver 2(2, 2, 2) 25,000 50,000

Worker 3(2, 2, 3) 20,000 60,000

Sewer cleaning Foreman 6(2, 4, 6) 30,000 180,000

Driver 15(4, 11, 15) 25,000 375,000

Worker 31(11, 23, 31) 20,000 620,000

Total (per month) 120(46, 83, 120) 3,070,000

Total

(Thousand Lek per year)

36,840


10.5.4 Cleaning of sewer (MP) Operation and Maintenance Cost Estimate Guideliens -for Sewers- Japan Sewage Works Association 1993

Distance between houses 20 mCleaning works

sewer 6 person/day 8 hr/dayhouse connecton 4 person/day 8 hr/dayinspection chamber 4 perrson/day 8 hr/day

remarkssewer 22.5 m3/day as attachedhouse connecton 0.06 m3/point 80 point/dayinspection chamber 1.8 m3/day 150 point/day 0.5 man-day, 40 point/day

80 points /day for cleaning onlysewer

fuel output working hoursfuel

consumptionl/ps hr ps hr l/day

high pressurecleaner 0.025 195 6 29.25solids suctionmachine 0.035 195 6 40.95water tanker 0.029 165 6 28.71total 98.91 light oil

＝ 100.0 l/day

house connection and inspection chamber

fuel outputworking

hoursfuel

consumptionl/ps hr ps hr l/day

small high pressurecleaner 0.117 8 6 5.62

conveyance of collected deposits

dump truck（４ｔ） fuelconsumption output

light oil l/ps hr ps 0.71 hr/m3 10 km0.039 182 1.07 hr/m3 20 km

capacity distance

operation of small high presseure cleaner

personnel working hours

cleaning water task

A10 - 64


capacity and cost

sewer cleaning conveyance 1.07 hr/m3 yen/mdiameter task personnel water light oil deposits time light oil personnel water fuel total

m/day man-day/ｍ l/m l/m m3/day hour/day l/day l/m200 1,035 0.0058 21.74 0.10 0.611 0.65 4.64 0.004 110.7 3.5 8.1 122250 1,035 0.0058 21.74 0.10 0.952 1.02 7.23 0.007 110.7 3.5 8.3 122300 1,035 0.0058 21.74 0.10 1.366 1.46 10.37 0.010 110.7 3.5 8.5 123350 895 0.0067 25.14 0.11 1.611 1.72 12.24 0.014 128.0 4.0 10.0 142400 810 0.0074 27.78 0.12 1.904 2.04 14.46 0.018 141.5 4.4 11.3 157450 710 0.0085 31.69 0.14 2.109 2.26 16.02 0.023 161.4 5.1 13.1 180500 630 0.0095 35.71 0.16 2.312 2.47 17.56 0.028 181.9 5.7 14.9 203600 375 0.0160 60.00 0.27 1.984 2.12 15.07 0.040 305.6 9.6 24.5 340700 305 0.0197 73.77 0.33 2.193 2.35 16.66 0.055 375.7 11.8 30.6 418 applied

average 759 0.0095 35.48 0.16 1.671 1.79 12.69 0.02 180.7 5.7 14.4 201

Cleaning conveyance 1.07 hr/m3 yen/mtask personnel water light oil deposits time light oil personnel water light oil totalpoint/day man-day/ｍ l/point l/point m3/day hour/day l/day l/point yen/point yen/poit yen/point yen/point

house connection 80 0.0500 60.00 0.07 0.581 0.62 4.41 0.055 955.0 9.6 10.0 975inspection chamber 150 0.0267 12.00 0.04 0.581 0.62 4.41 0.029 509.3 1.9 5.3 517

supposing the diameter of 200 mm and the ratio of deposits to sewer inner volume of 5%

man hole of 600 mmcleaning conveyance 0.581 hr/m3 yen/m

diameter task personnel water light oil deposits time light oil personnel water light oil totalm/day ma-day/ｍ l/m l/m m3/day hour/day l/day l/m

600 375 0.0160 60.00 0.27 1.984 2.12 15.07 0.040 305.6 9600.0 24.5 9,930

0.048 person/point depth 3 ｍ 29,790 yen/point

cost

cost

cost

A10 - 65


10.5.5 Total personnel and cost of sewer operation and maintenance (MP)gravity sewer Albanian Price JPY1. Assumptions yearly cost repair 19,442 1,000 yen/year 74.78 yen/m/ylength of sewer 260,000 ｍ time for transfer excluding cleaning 364 1,000 yen/year 1.40 yen/m/ypopulation density - person/ha regular check － minute/point personnel inspection 490 1,000 yen/year 1.88 yen/m/ysewered area - ha emergency sewer 30 minute/point cost total 854 1,000 yen/yearnumber of household 10,000 household manhole 30 minute/point per meter 0.0033 1,000 yen/year/maverage distance betw 26.0 ｍ house conection 30 minute/point 3.3 yen/year/mworking time per day 8 hour/day inspection cnamber 30 minute/point

2. Breakdown of O&M works （person/year）O&M inspection cleaning visual check TV survey repair emergency total

per year in 50 years (patrol) (inside the facility) (packer/liner)

maximum 1216.0 11554.3 1520.0 683.3 8786.6 37.9 25,326

average 291.8 2208.1 364.8 558.3 3985.1 37.9 7,766

minimum 121.6 1155.4 152.0 111.7 2675.6 37.9 4,364average 1.46 11.04 1.82 2.79 19.93 0.19 38.83

3. Costr estimate in 50 years 1,000 yen/yearmaximum average minimum

personnel water, cement light oil gasoline kerosene total personnel water, cement light oil gasoline kerosene total personnel water, cement light oil gasoline kerosene total

total in 50 years 1,188,326 8,873,225 327,175 113,112 34,151 10,535,989 344,898 4,016,079 103,191 36,987 15,489 4,516,644 147,977 2,691,563 44,838 14,159 10,399 2,908,936

early average in 50 yea 23,767 177,465 6,544 2,262 683 210,720 6,898 80,322 2,064 740 310 90,333 2,960 53,831 897 283 208 58,179ratio（％） 11.3 84.2 3.1 1.1 0.3 100.0 7.6 88.9 2.3 0.8 0.3 100.0 5.1 92.5 1.5 0.5 0.4 100.0

inspection cleaning repair total inspection cleaning repair total inspection cleaning repair total

total in 50 years 713,199 753,800 9,068,990 10,535,989 234,530 168,931 4,113,182 4,516,644 71,320 76,043 2,761,573 2,908,936

early average in 50 yea 14,264 15,076 181,380 210,720 4,691 3,379 82,264 90,333 1,426 1,521 55,231 58,179ratio（％） 6.8 7.2 86.1 100.0 5.2 3.7 91.1 100.0 2.5 2.6 94.9 100.0

4. Cost estimate in 100 years 1,000 yen/yearmaximum average minimum

personnel water, cement light oil gasoline kerosene total personnel water, cement light oil gasoline kerosene total personnel water, cement light oil gasoline kerosene total

total in 100 years 6,867,449 301,078,625 2,542,074 673,472 1,165,071 312,326,691 2,754,471 15,654,469 1,078,265 280,055 528,411 20,295,671 1,663,434 91,659,823 664,501 164,509 354,772.7 94,507,039

arly average in 100 yea 68,674 3,010,786 25,421 6,735 11,651 3,123,267 27,545 156,545 10,783 2,801 5,284 202,957 16,634 916,598 6,645 1,645 3,548 945,070ratio（％） 2.2 96.4 0.8 0.2 0.4 100.0 13.6 77.1 5.3 1.4 2.6 100.0 1.8 97.0 0.7 0.2 0.4 100.0


total in 100 years 1,426,399 1,507,600 309,392,692 312,326,691 489,927 364,235 19,441,510 20,295,671 142,640 152,087 94,212,312 94,507,039

arly average in 100 yea 14,264 15,076 3,093,927 3,123,267 4,899 3,642 194,415 202,957 1,426 1,521 942,123 945,070ratio（％） 0.5 0.5 99.1 100.0 2.4 1.8 95.8 100.0 0.2 0.2 99.7 100.0

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10.5.6 Total of personnel and cost of sewer operation and maintenance 0.836 Lek/yengravity sewer Albanian Price JPY1. Assumptions yearly cost repair 4,897 1,000 yen/year 148.41 yen/m/y 124.07 Lek/m/ysewer length 33,000 ｍ time for transfer excluding cleaning 69 1,000 yen/year 2.08 yen/m/y 1.74population density - person/ha. regular check － minute/point personnel inspection 110 1,000 yen/year 3.33 yen/m/y 2.78sewer length - ha emergency sewer 30 minute/point cost total 178 1,000 yen/yearnumber of households 3,000 household manhole 30 minute/point per meter 0.0054 1,000 yen/year/maverage distance betwee 11.0 ｍ house connection 30 minute/point 5.4 yen/year/mworking time a day 8 hour/day inspection chamber 30 minute/point

2. Breakdown of O&M works （person／year）O&M inspection cleaning visual check TV survey repair emergency total


maximum 292.8 1685.7 366.0 130.0 1155.5 12.3 3,936

average 70.3 298.1 87.8 92.5 524.1 12.3 1,149

minimum 29.3 168.6 36.6 18.5 351.9 12.3 641average 0.35 1.49 0.44 0.46 2.62 0.06 5.75


personnel water, cement light oil gasoline kerosene total personnel water, cemen light oil gasoline kerosene total personnel water, cement light oil gasoline kerosene total

total in 50 years 227,571 1,260,693 80,809 37,856 10,370 1,617,299 64,466 570,621 25,836 11,679 4,703 677,306 27,844 382,472 11,686 4,505 3,158 429,665

yearly average in 50 year 4,551 25,214 1,616 757 207 32,346 1,289 11,412 517 234 94 13,546 557 7,649 234 90 63 8,593ratio（％） 14.1 78.0 5.0 2.3 0.6 100.0 9.5 84.2 3.8 1.7 0.7 100.0 6.5 89.0 2.7 1.0 0.7 100.0


total in 50 years 168,156 141,039 1,308,104 1,617,299 52,156 31,867 593,282 677,306 16,816 14,522 398,327 429,665

yearly average in 50 year 3,363 2,821 26,162 32,346 1,043 637 11,866 13,546 336 290 7,967 8,593ratio（％） 10.4 8.7 80.9 100.0 7.7 4.7 87.6 100.0 3.9 3.4 92.7 100.0



total in 100 years 1,212,796 42,784,379 705,258 188,754 353,767 45,244,954 478,111 4,059,653 301,817 75,839 160,449 5,075,868 286,399 13,025,317 188,914 43,433 107,724.5 13,651,787

early average in 100 yea 12,128 427,844 7,053 1,888 3,538 452,450 4,781 40,597 3,018 758 1,604 50,759 2,864 130,253 1,889 434 1,077 136,518ratio（％） 2.7 94.6 1.6 0.4 0.8 100.0 9.4 80.0 5.9 1.5 3.2 100.0 2.1 95.4 1.4 0.3 0.8 100.0


total in 100 years 336,312 282,077 44,626,565 45,244,954 109,769 68,667 4,897,432 5,075,868 33,631 29,044 13,589,112 13,651,787

early average in 100 yea 3,363 2,821 446,266 452,450 1,098 687 48,974 50,759 336 290 135,891 136,518ratio（％） 0.7 0.6 98.6 100.0 2.2 1.4 96.5 100.0 0.2 0.2 99.5 100.0

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10.5.7 OM cost basis

Basis of Operation and Maintenance Cost Estimate

a. Personnel cost (source: UKT)

Item unit unit price(Lek)

director man-month 80,000 manager man-month 60,000 engineer man-month 40,000 foreman man-month 30,000 operator man-month 25,000 chemist man-month 30,000 mechanic man-month 30,000 driver man-month 25,000 worker man-month 20,000

b. ElectricityElectricity necessary to operate mechanical equipment is calculated taking daily operational hours into account. Daily electricity requirements are multiplied by unit electricity cost provided by UKT of8.3 Lek/kWH.

c. ChemicalsSodium hypochlorite is used to disinfect the effluent. Its unit cost is 42 Lek/kg which is applied at watertreatment plant in Tirana. Polymer for sludge dewatering is 800 Lek/kg referring to the price in Japan. As for the chemicals and other consumables for water quality test, contract-out cost for water qualities test of major parameters in Albania is surveyed, which is 4,100,000 Lek/year. Then, taking into account the overall ratio of chemicals and consumables costs to water quality test cost in Japan, 820,000 Lek/year (20% of the contract-out cost) is applied.

d. Sludge disposal costSludges produced in a sewage treatment plant are conveyed to and disposed of at a designated disposal site. The solid waste dumping site proposed in the World Bank's Strategic Plan is supposed to be sludge disposal site. Including loading, conveyance and leveling costs, sludge disposal cost is 800 Lek/ton.

e. Routine repair costRoutine repair cost includes lubrication, purchase and installation of spare parts and so on. It is empirically 0.5% of mechanical and electrical equipment cost per annum. (2,000 million Lek)*0.005 = 10 million Lek/year

f. Sewer O&M cost except for personnel costas attached

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Volume III Supporting Report 2007/3/14

10.5.8 Power Consumption

Power consumption is calculated based on the operational hours of mechanical equipment.

Kashar-STPQa= 207,400 m3/day

screens and grit chamber 151.8main pumps 8,641.2primary sedimentation tank 540.8trickling filter 0.0secondary sedimentation tank 569.6chlorination tank 28.8sludge thickener 202.4sludge digester 2,562.0dewatering equipment 970.3

total(A) 13,667Power consumption(B)= 4,988,419 =(A)×365kw/year(B)/Qa = 24.03 (kw/year/m3/day)

Berxull-STPQa= 42,500 m3/day

screens and grit chamber 144main pumps 1,674primary sedimentation tank 436trickling filter 0secondary sedimentation tank 242chlorination tank 163sludge thickener 114sludge digester 908dewatering equipment 0

total(A) 3,681Power consumption(B） 1,343,740 =(A)×365kw/year(B)/Qa = 31.61 (kw/year/m3/day)

Kamza-PS Kashar-PSQa= 28,800 m3/day Qa= 121,300 m3/day

screens and grit chamber 97 97main pumps 864 17,284

total(A) 961 17,381

Power consumption(B）= 321,018 =(A)×365kw/year (B)= 6,343,883 =(A)×365kw/year(B)/Qa = 10.35 (kw/year/m3/day) (B)/Qa = 50.73 (kw/year/m3/day)

name of equipment power consumption(kWh/day)

power consumption(kWh/day)



name of equipment

name of equipment

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Sewage flow per year(Average.Daily :m3/day)

Each year 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023Kashar-STP 78,084 79,112 80,139 81,167 178,660 183,299 187,996 192,754 206,920 206,920Kashar-PS 79,110 81,794 84,520 87,288 89,381 89,381kamza-PS 33,871 33,871Berxulle-STP 43,080 43,080 inflow in STP 78,084 79,112 80,139 81,167 178,660 183,299 187,996 192,754 250,000 250,000

Power Consumptioncomsumption per year (lek/year)

2014 2015 2016 2017 2018 2019 2020 2021 2022 2023Kashar-STP 1,876,358 1,901,061 1,925,740 1,950,443 4,293,199 4,404,674 4,517,543 4,631,878 4,972,287 4,972,287Kashar-PS 0 0 0 0 4,013,250 4,149,409 4,287,699 4,428,120 4,534,298 4,534,298kamza-PS 0 0 0 0 0 0 0 0 350,564 350,564Berxulle-STP 0 0 0 0 0 0 0 0 1,361,758 1,361,758Total 1,876,358 1,901,061 1,925,740 1,950,443 8,306,449 8,554,083 8,805,242 9,059,998 11,218,907 11,218,907

Hypochlorinate for chlorinationconsumption per year ( kg/year)

Kashar-STP 114,002 115,503 117,002 118,503 260,843 267,616 274,474 281,420 302,103 302,103Kashar-PS 0 0 0 0 0 0 0 0 0 0kamza-PS 0 0 0 0 0 0 0 0 0 0Berxulle-STP 0 0 0 0 0 0 0 0 62,896 62,896Total 114,002 115,503 117,002 118,503 260,843 267,616 274,474 281,420 364,999 364,999

Polymer fo sludge dewateringconsumption per year sludge for dewatering(t/day) 2.68 2.79 2.90 3.01 13.41 13.91 14.41 14.92 16.43 16.43Polymer fo sludge dewatering(t/day) 0.027 0.028 0.029 0.030 0.134 0.139 0.144 0.149 0.164 0.164Polymer fo sludge dewatering(t/year) 9.782 10.182 10.583 10.983 48.961 50.768 52.598 54.451 59.970 59.970

10.5.9 MP O&M cost detail

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Power Consumption personel cost Polymer for sludge dewateringKahar-STP dewatered sludge

Electric stage Lek/yearｋｗ/year/Qa First 37,120,000 t/day m3/day year

Kashar-STP 24.03 Second 66,340,000 (A) 16.43 (D) 206,920 2022Kashar-PS 50.73 Third 92,040,000 (B) 2.68 (E) 78,084 2014kamza-PS 10.35 0.000106725 ={(A)-(B)}/{(D)-(E)}Berxulle-STP 31.61

unit cost 800 Lek/kgpower unit cost 8.3 lek/kw

(source: UK,12.2005)

Hypochlorinate consumption for chlorination unit cost 800 Lek/wet-tonQaｘ4ｘ10-3(kg/day)ｘ365(day/year） for Qd for Qa

1.46 Qa-kg/year DB-t/day DB-t/day MC(%) wet.tonKahar-STP dewatered sludge 20.54 16.43 80 82.16

unit cost 42 lek/kg (2022-) dried sludge 6.85 5.48 40 9.1391.29

91.29 ×　365　 × 800 = 26,657,653 Lek/yearDewatered sludge(2) calculation Berxulle-STP dewatered sludge 5.60 4.48 80 7.47

t/day m3/day year 98.76dewatered sludge 82.16 206,920 2022 (2022-) 98.76 ×　365　 × 800 = 28,837,920 Lek/yeardewatered sludge 13.40 78,084 2014

0.00053370 =(82.16-13.40)/(206,920-78,084)

Sludge disposal Each year 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023Kshar- STP

dried sludge(1) 9.13 9.13 9.13 9.13 9.13 9.13 9.13 9.13 9.13 9.13dewatered sludge(2) 13.40 13.95 14.50 15.05 67.08 69.55 72.06 74.60 82.16 82.16

Beruxlle-STPdried sludge(3) 7.47 7.47

total(t/day)(4)=(1)+(2)+(3) 22.53 23.08 23.63 24.18 76.21 78.68 81.19 83.73 98.76 98.76total(t/year)(5)=365x'(4) 8,223 8,424 8,624 8,824 27,816 28,719 29,634 30,561 36,047 36,047

personel costEach year 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023

Total(103Lek） 37,120 37,120 37,120 37,120 66,340 66,340 66,340 66,340 92,040 92,040

Total O&M Cost unit:103LekEach year 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023Power Consumption 15,573 15,778 15,983 16,188 68,943 70,998 73,083 75,197 93,116 93,116Hypochlorinate for Chlorination 4,788 4,851 4,914 4,977 10,955 11,239 11,527 11,819 15,329 15,329Polymer for sludge dewatering 7,825 8,145 8,466 8,786 39,168 40,614 42,078 43,560 47,975 47,975Personnel cost 37,120 37,120 37,120 37,120 66,340 66,340 66,340 66,340 92,040 92,040Rutine Equipment Repair 10,427 10,427 10,427 10,427 27,849 27,849 27,849 27,849 47,129 47,129Water Quality Analysis 660 660 660 660 820 820 820 820 1,640 1,640Sludge Disposal 6,579 6,739 6,899 7,059 22,253 22,976 23,708 24,449 28,838 28,838O&M and Repair for Sewers 21,072 23,852 27,945 30,808 33,944 36,857 38,812 40,911 40,911 40,911

Total 104,044 107,572 112,414 116,025 270,272 277,693 284,217 290,945 366,978 366,978

Sludge disposal

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A10 - 72

10.6 FS O&M Cost 10.6.1 Sludge Disposal Cost (at FS stage) Assumptions: Moisture content of dewatered sludge of 80% and that of dried sludge of 40%

Kashar STP

Dewatered sludge Dry basis ton/day

Wet basis ton/day 3.56

17.80

Dried sludge Dry basis ton/day Wet basis ton/day

5.489.13

Total (wet basis ton/day) 26.93

The distance between the STP and the disposal site is 10km supposing that the sludges produced at the STP are conveyed to and disposed of at the solid waste dumping site proposed by the World Bank funded Strategic Plan.

Loading cost: by backhoe of 0.6 m3, 5,000 Lek/day for 6 hour operation, one loading taking 15 minutes

Conveyance cost: 25 Lek/ton/km (source:DPUK) Leveling cost: by bulldozer of 21 m3 class, 5,000 Lek/day, capacity of 710 m3/day 10,000 + 6,750 + 5,000 = 21,750 Lek/day

21,750/26.93 = 808, or approximately 800 Lek/ton Loading 26.93/0.6 = 45 (times), 45/(4*6) = 2 (units), 2*5,000 = 10,000 Lek/day Conveyance 27*10(km)*25 = 6,750 Lek/day Leveling 5,000 Lek/day

10.6.2 FS Organizational Chart of O&M

manager (1) engineer (1) Kashar (13) Kashar (2) Kashar (0)

engineer (1) chemist (1) engineer (1) mechanics (1) mechanics (0) manager (1)

driver (1) driver (1) foreman (1) worker (1) operator (0) foreman (1)

secretary (1) mechanics (1) driver (2)

operator (8) worker (2)

worker (2) sewer cleaning & repairs (17)

foreman (2)

driver (4)

worker (11)

administration (4) water quality (3) STP operation (13) STP maintenance (2)

sewer inspection (6)

O&M of PS (0) sewer maintenance (23)

Director (1)

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10.6.3 O&M Personnel Cost for Feasibility Study

Division/section

Names

Job class Nos. of M-M

(Phases I, II, III)

Unit cost

lek/M-M

FS

Lek/M-M

O/M division Director 1(1, 1, 1) 80,000 80,000

Administration manager 1(1, 1, 1) 60,000 60,000

engineer 2(1, 1, 2) 40,000 40,000

driver 2(1, 1, 2) 25,000 25,000

secretary 2(1, 1, 2) 25,000 25,000

Water quality engineer 1(1, 1, 1) 40,000 40,000

chemist 3(1, 2, 3) 30,000 30,000

driver 1(1, 1, 1) 25,000 25,000

STP Operation engineer 2(1, 1, 2) 40,000 40,000

Foreman 2(1, 1, 2) 30,000 30,000

mechanics 3(1. 2, 3) 30,000 30,000

Operator 24(8, 16, 24) 25,000 200,000

worker 6(2, 4, 6) 20,000 40,000

STP maintenance mechanics 2(1, 1, 2) 30,000 30,000

Worker 3(1, 2, 3) 20,000 20,000

O&M of pumps mechanics 2(0, 1, 2) 30,000 0

operator 2(0, 1, 2) 25,000 0

Worker 2(0, 1, 2) 20,000 0

Sewer inspection manager 1(1, 1, 1) 60,000 60,000

foreman 1(1, 1, 1) 30,000 30,000

driver 2(2, 2, 2) 25,000 50,000

Worker 3(2, 2, 3) 20,000 40,000

Sewer cleaning Foreman 6(2, 4, 6) 30,000 60,000

Driver 15(4, 11, 15) 25,000 100,000

Worker 31(11, 23, 31) 20,000 220,000

Total (per month) 120(46, 83, 120) 1,510,000

Total

(Thousand Lek per year)

18,120


10.6.4 Basis of Operation and Maintenance Cost Estimate (FS)

Basis of Operation and Maintenance Cost Estimate

a. Personnel cost (source: UKT)

Item unitunit price(Lek)

director man-month 80,000 manager man-month 60,000 engineer man-month 40,000 foreman man-month 30,000 operator man-month 25,000 chemist man-month 30,000 mechanic man-month 30,000 driver man-month 25,000 worker man-month 20,000

b. ElectricityElectricity necessary to operate mechanical equipment is calculated taking daily operational hours into account. Daily electricity requirements are multiplied by unit electricity cost provided by UKT of 7 Lek/kWH.

c. ChemicalsSodium hypochlorite is used to disinfect the effluent. Its unit cost is 42 Lek/kg which is applied at water treatment plant in Tirana. Polymer for sludge dewatering is 800 Lek/kg referring to the price in Japan. As for the chemicals and other consumables for water quality test, contract-out cost for water qualities test of major parameters in Albania is surveyed, which is 4,100,000 Lek/year. Then, taking into account the overall ratio of chemicals and consumables costs to water quality test cost in Japan, 820,000 Lek/year (20% of the contract-out cost) is applied.

d. Sludge disposal costSludges produced in a sewage treatment plant are conveyed to and disposed of at a designated disposal site. The solid waste dumping site proposed in the World Bank's Strategic Plan is supposed to be sludge disposal site. Including loading, conveyance and leveling costs, sludge disposal cost is 800 Lek/ton.

e. Routine repair costRoutine repair cost includes lubrication, purchase and installation of spare parts and so on. It is empirically 0.5% of mechanical and electrical equipment cost per annum. (2,000 million Lek)*0.005 = 10 million Lek/year

f. Sewer O&M cost except for personnel costas attached

A10 - 75


10.6.5 STP Operation and Maintenance Costs for FS

Power ConsumptionPower consumption is calculated based on the operational hours of mechanical equipment.

Power consumption

screens and grit chamber 71main pumps 4,657primary sedimentation tank 638trickling filter 0secondary sedimentation tank 243chlorination tank 19sludge thickener 206sludge digester 1,858dewatering equipment 191

total 7,883

power cost Kwh/day 7,8837 Lek/kwh Kwh/year 2,877,295

source: UKT Lek/year 20,141,065103Lek/year 20,141

Hyochlorite for chlorinationQa＝ 77,058 m3/day

consumption unit cost cost(κγ/ψεαρ) Lek/kg 103Lek/year

112,505 42 4,725source:UKT

Polymer fo sludge dewateringPolymer equivalent to 1% of dry basis weight is used for dewatering.unit cost

800 Lek/kg amount of solids to dewater ｔ/day (A） 2.68daily addition = 0.01 x (A) 0.0268annual addition (t/year) 9.782polymer cost Lek/year 7,825,600

103Lek/year 7,826Polymer is to be imported. 70 to 80% of the cost in Japan is assumed.

Personnel (Operator, worker, and staff) Lek/month monthＦＳ 1,510,000 x12　＝ 18,120,000 Lek/year

Administration staff 21,038,000total 39,158 103Lek/year

Equipment RepairLek/year 10,000,000103Lek/year 10,000

Water Quality Analysis FS 820,000 Lek/year820 103Lek/year

name of equipment power consumption(kWh/day)

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Sludge DisposalMoisture Cntent dry basis ton/day wet basis ton/day

80% deatweredsludge 2.68 13.40

40% dried sludge 5.48 9.13

total 8.16 22.53

unit disposal 800 Lek/wet-toncost 365.00 × unit cost　× amount of sludge (wet basis ton/day)

22.53 = 6,579,733 Lek/year6,580 103Lek/year

O&M and Repair for Pipe (as attached） 18,783 103Lek/year

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10.6.6 Total of personnel and cost of sewer O&M (FS) 0.836 Lek/yengravity sewer Albanian Price JPY1. Assumptions yearly cost repair 4,897 1,000 yen/year 148.41 yen/m/y 124.07 Lek/m/ysewer length 33,000 ｍ time for transfer excluding cleaning 69 1,000 yen/year 2.08 yen/m/y 1.74population density - person/ha. regular check － minute/point personnel inspection 110 1,000 yen/year 3.33 yen/m/y 2.78sewer length - ha emergency sewer 30 minute/point cost total 178 1,000 yen/yearnumber of households 3,000 household manhole 30 minute/point per meter 0.0054 1,000 yen/year/maverage distance betwee 11.0 ｍ house connection 30 minute/point 5.4 yen/year/mworking time a day 8 hour/day inspection chamber 30 minute/point

2. Breakdown of O&M works （person／year）O&M inspection cleaning visual check TV survey repair emergency total


maximum 292.8 1685.7 366.0 130.0 1155.5 12.3 3,936

average 70.3 298.1 87.8 92.5 524.1 12.3 1,149

minimum 29.3 168.6 36.6 18.5 351.9 12.3 641average 0.35 1.49 0.44 0.46 2.62 0.06 5.75



total in 50 years 227,571 1,260,693 80,809 37,856 10,370 1,617,299 64,466 570,621 25,836 11,679 4,703 677,306 27,844 382,472 11,686 4,505 3,158 429,665

yearly average in 50 year 4,551 25,214 1,616 757 207 32,346 1,289 11,412 517 234 94 13,546 557 7,649 234 90 63 8,593ratio（％） 14.1 78.0 5.0 2.3 0.6 100.0 9.5 84.2 3.8 1.7 0.7 100.0 6.5 89.0 2.7 1.0 0.7 100.0


total in 50 years 168,156 141,039 1,308,104 1,617,299 52,156 31,867 593,282 677,306 16,816 14,522 398,327 429,665

yearly average in 50 year 3,363 2,821 26,162 32,346 1,043 637 11,866 13,546 336 290 7,967 8,593ratio（％） 10.4 8.7 80.9 100.0 7.7 4.7 87.6 100.0 3.9 3.4 92.7 100.0



total in 100 years 1,212,796 42,784,379 705,258 188,754 353,767 45,244,954 478,111 4,059,653 301,817 75,839 160,449 5,075,868 286,399 13,025,317 188,914 43,433 107,724.5 13,651,787

early average in 100 yea 12,128 427,844 7,053 1,888 3,538 452,450 4,781 40,597 3,018 758 1,604 50,759 2,864 130,253 1,889 434 1,077 136,518ratio（％） 2.7 94.6 1.6 0.4 0.8 100.0 9.4 80.0 5.9 1.5 3.2 100.0 2.1 95.4 1.4 0.3 0.8 100.0


total in 100 years 336,312 282,077 44,626,565 45,244,954 109,769 68,667 4,897,432 5,075,868 33,631 29,044 13,589,112 13,651,787

early average in 100 yea 3,363 2,821 446,266 452,450 1,098 687 48,974 50,759 336 290 135,891 136,518ratio（％） 0.7 0.6 98.6 100.0 2.2 1.4 96.5 100.0 0.2 0.2 99.5 100.0

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10.6.7 Total O&M Cost for FS

Year 2014 -Power Consumption 20,141Chemicals 13,371Personnel 39,158Routine Equipment Repair 10,000Sludge Disposal 6,580O&M and Repair for Sewers 18,783Total 108,033

Unit: x 103 Lek/year

A10 - 79

Appendix 11

Organization and Institutional Matters


Appendix 11 Organization and Institutional Matters

11.1 Introduction .....................................................................................................................A11 - 1 11.2 Decentralization of Government & Regionalization of Water & Wastewater Services ..A11 - 1 11.3 Decentralization of Water & Sewerage Services for Greater Tirana ...............................A11 - 6 11.4 Water Supply Management ...........................................................................................A11 - 12


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11.1 Introduction

This section of the Supporting Report sets forth three aspects of organization and institutional matters that

impact on the implementation of the Master Plan and Priority Works and provides additional background

information. These are some of the major issues that have a major impact on the central government’s

national policy on decentralization; the application of this policy to the decentralization of water and

sewerage services to the Greater Tirana area; and the ability of UKT to provide adequate water services

and consolidate its revenue collection.

11.2 Decentralization of Government & Regionalization of Water & Wastewater Services

Following several years of effort to create the institutional and legal framework for decentralization of the

water supply and wastewater services from central government to local government, and the earlier

implement of this change, fears of “fragmentation” arose.

At the “Spring 2006 Water Policy Conference.” the policy challenges and opportunities of this change

were presented and discussed. The Conference was organized jointly by the Ministry of Public works,

Transport and Telecommunications, The Ministry of the Interior (Decentralization), and the Water Supply

and Sewerage Association of Albania (AWSSA).

The Conference brought together nearly 400 representatives including senior central government officials,

local government officials, water utilities, civil society NGO’s, foreign donors operating in the water

sector in Albania, international lending institutions, banks based in Albania, embassies and the media.

The outcome of the Conference was a national consensus of relevant stakeholders in the water sector in

Albania, as to how water supply and sewerage services should be structured within the implementation of

the decentralization process.

A copy of this national consensus, as agreed and signed by the participating Ministries and AWSSA, is

reproduced on the following pages:


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MINISTRY OF PUBLIC WORKS, TRANSPORT AND TELECOMMUNICATION

WATER SUPPLY AND SEWERAGE ASSOCIATION OF ALBANIA

MINISTRY OF INTERIOR (LOCAL GOVERNMENT)

SPRING 2006 WATER POLICY CONFERENCE

DECENTRALIZATION OF GOVERNMENT AND REGIONALIZATION OF WATER SUPPLY AND WASTEWATER SERVICES

___________________________________________

DOCUMENT

CONSENSUS OF THE CONFERENCE ATTENDEES

TIRANA, 27 APRIL 2006


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INTRODUCTION The issues presented and discussed today regarding decentralization of the water sector are not easy issues and are very complicated within the dynamically changing political environment in Albania. The two participating ministries, the Ministry of Interior and the Ministry of Public Works, Transport and Telecommunication are to be congratulated for their interest and support in co-organizing the Conference, along with the Water Supply and Sewerage Association of Albania. There are times when Government must do brave things, and this was one of those times that the Government showed itself to be brave. Considering the revision of a major public policy is not a decision to be taken lightly. The objective of the Water Policy Conference was to engage in a water sector specific, open dialogue on the need to balance the factors related to a rational aggregation or regionalization of water supply and sewerage services in Albania, within the context of the Country’s efforts toward the decentralization of government. The Conference was initiated since there are very serious concerns as to what would happen to water supply and sewerage services, if the Central Government would not implement its priorities regarding the transfer of water supply and sewerage systems and would not envisage the instruments and the legal, institutional and financial solutions which are a must for the process to guarantee the water supply quality. It was completely financed by the German Technical Cooperation, GTZ. CURRENT DECENTRALIZATION PROCESS AND ITS IMPACT ON SERVICES The Conference has provided all those in attendance with a detailed description of the current decentralization process in Albania, and the nature of considerations being given to the water supply and sewerage sector within that process dwelling on the positive sides of decentralization and shedding light on some risks that might accompany the process and compose an irreversible consequence deriving from the decrease of the utilities’ economic performance. The most appropriate word that can be applied, when referring to the impact of this process on the water sector, is "fragmentation". This is resulting from the fact that local governments (municipalities and communes) are both authorized and responsible to provide water supply and sewerage services to their inhabitants, under the law on local government. In turn, the law provides for these local units of government to request and to take their "water and sewer related assets" from the "owner", which is the central government. It was evident, from the Conference discussions that this program of decentralization, to date in Albania, has not been balanced to raise the proper awareness amongst local government officials as to the negative impact of such a fragmentation of the water sector. It is well understood in the water sector, that when it comes to capital intensive, critical infrastructure that requires highly qualified professionals to operate and maintain it, fragmentation can normally not result in a good strategy, and, in specific cases, small systems can end in total collapse if they are not continuously subsidized.


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LOCAL GOVERNMENT PERSPECTIVE ON DECENTRALIZATION AND THE DELIVERY OF WATER SUPPLY AND SEWERAGE SERVICES There was consistently expressed concern through the various sessions of the Conference that local government is not well informed of the nature of the responsibility that they have been given in the law and are directed to assume; as it relates to the provision of water supply and sewerage services to the public. It would appear that local government sees the Central Government as the guarantor of their financial viability in the water sector, and there is an evident skepticism regarding their serious preparation to face this process. The skepticism was mainly expressed from by experts from various water supply and sewage utilities, but it should be regarded with reservation as it can be due to the insecurity deriving from the change of the water-supplies system ownership. Such a situation cannot be tolerated for long. The government interventions for guaranteeing the process by covering the debts of the water supply utilities, protecting the subsidies (despite of their kind – particularly the objective and poverty-related subsidies) and guaranteeing the investment capital for a long-term period for the water-supply enterprises should be combined with a better integrating process between local government units and with a greater care of the locally elected representatives for all the water-supply utilities. Although examples of success and failure were able to be sighted, during the Conference, as it relates to the provision of water supply and sewerage services by local government, there was still an over-riding concern from local government stakeholders, particularly on the smaller units (population) that they were not prepared, and may never be prepared to operationally manage a proper water supply and sewerage system in compliance with the applicable regulations, and in a financially sustainable manner, investment cost included, with full costs recovery from locally established tariffs. GUIDANCE FROM INTERNATIONAL EXPERIENCE The presentations by each of our invited international speakers make a clear statement that aggregation of the water-supply systems, in some form, must be the water supply and wastewater management strategy of any water sector, no matter where it is located in the world. The issues seem to be not "if" it should be pursued, but rather "how". This was further supported by data that is becoming available from the Water Sector Monitoring and Benchmarking Program being implemented in Albania which suggests that the capability to professionally manage and improve performance of water supply systems in Albania is very low, and that it is particularly low in the smaller systems. The data to date from this well documented Program does reflect an economy of scale that parallels the trends contained in the studies by The World Bank. BASIS FOR CONSENSUS AND A PATH TO MOVE FORWARD Although there were many issues raised concerning implementation of the decentralization strategy and the concerns of individual local governments, the question that seemed be being asked within the open dialogue process of the Policy Conference was, “What is the path to be pursued for implementing the decentralization strategy?” In this regard, the Conference voiced a genuine belief that the aggregation of water supply and sewerage services to reach the economy of scale and the cooperation between the local governments that will own the decentralized water-supply and sewage utilities in general, has more advantages than disadvantages. The challenge, therefore, is to find a way to implement


A11 - 5

such a decision in a fair and equitable manner, respecting the principles of the decentralization process. In light of this consensus, it would seem appropriate for Central Government to initiate a program of information dissemination aimed at increasing the awareness of local governments to the practical issues related to the sustainable delivery of water supply and sewerage services, and the global experience related to economies of scale. In addition, the Central Government should move immediately to redirect the asset transfer process, as it relates to all the commercial water companies in Albania (Sh.a's), and transfer only the ownership shares in these companies to local government, providing assisting to local governments in the allocation of these shares to the units of local government served by that particular company. The government, making use of the above-mentioned form, should consider this process as compulsory, pursuant to Law no 8652, dated 31.07.2000. In addition, it should concurrently take measures to avoid the non-functioning or ill-management of the joint water resources and non-functioning related to the lack of human capacities. In addition the Central Government should take the following actions in providing incentives to encourage aggregation of water supply and sewerage service delivery:

o Set performance and quality standards for all water supply and sewerage systems (utilities) and monitor them through the current capacity being developed in the General Directorate of Water Supply and Sewerage/ Ministry of Public Works, Transport, and Telecommunication in close co-operation with the Ministry of the Interior.

o Condition financial assistance based on performance and quality indicators and

practical business plans.

SIGNED BY:

Ferdinand PONI

Vice Minister Petrit TARE President

Stavri RISTANI Vice Minister

MINISTRY OF INTERIOR (LOCAL GOVERNMENT)

WATER SUPPLY AND SEWERAGE

ASSOCIATION OF ALBANIA

MINISTRY OF PUBLIC WORKS,

TRANSPORT, AND TELECOMMUNICATION

TIRANA, 27 APRIL 2006


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11.3 Decentralization of Water and Sewerage Services for Greater Tirana

Following on the national consensus that the aggregation of water supply and sewerage services to reach

the economy of scale and the cooperation between the local governments that will own the decentralized

water supply and sewerage utilities, has more advantages than disadvantages, it is necessary to apply this

principle to the Greater Tirana area.

The first step is for government to initiate a program of information dissemination as promised and for a

time frame to be set to achieve consensus on a Joint Authority for the Greater Tirana area. This study

recommends that all local governments in the Greater Tirana area agree to form one Joint Authority with

service provision by a transformed UKT renamed the Greater Tirana Water and Sewerage Authority

(GTW&SA).

This recommendation was presented on 28th June 2006 to the Steering Committee for this Study which is

comprised of the Japanese Study Team: a JICA representative and representatives of the following

relevant organizations:

o Ministry of Public Works, Transport and Telecommunications (MoPWTT)

o General Directorate of Water supply and Sewerage (DPUK)

o Ministry of Environment, Forests and Water Management (MoEFWM)

o Representative of the Region of Tirana

o Municipalities of Tirana and Kamza, and the Commune of Kashar

o Water Supply and Sewerage Enterprise of Tirana (UKT)

o Water supply and Sewerage Enterprise of Kamza (UKK)

o Other Albanian organizations as necessary

It was generally agree that the recommendation put forward in this report to form a Joint Authority is

“Technically” correct however, there remain many other issues related to aggregation of local authorities

that are as yet unresolved. This stresses the need for a program of information dissemination and

conferences/seminars/workshops for the concerned local governments, central government and UKT to

move the process forward.

A copy of the presentation is given on the following pages:


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Presentation to the Steering committee

Decentralization of Water & Sewerage Services for Greater Tirana

• Decentralization is the policy of the GoA. The law provides for decentralization (transfer of ownership) & service provision of water & sewerage to Local Government (Fig. 1).

• Government has now taken a position to recognize that decentralization on a more “Regional” basis is preferable to fragmentation to small local government authorities. To this end The MoPWTT, Ministry of Interior (Local government), and the AWSSA have signed a consensus document supporting “Regional” decentralization.

• Government is likely to support a Greater Tirana Water & Sewerage Authority (GTW&SA). Local Governments must now decide if they want to form a Joint Authority and the municipalities and communes involved must now reach agreement on the details of a Joint Authority and work out how this may be achieved.

• Initially the municipalities and communes would be Tirana, Kamza (an independent decentralized LG Authority), Kashar, Paskuqan and Berzulle.

• The fringe municipalities and communes, where only a small percentage of the land is covered by the Greater Tirana development, may join as and when it becomes appropriate. These are Vora, Zall Herr, Preze, Vaqarr, Farke and Dajt.

• The Joint Authority may appoint UKT as the operator of water supply & sewerage services (renamed GTW&SA) and govern the new enterprise through a Supervisory Council (SC) made up of representatives of all the municipalities and communes forming the joint authority, and with central government representation. The present law does not allow majority representation by local government and should be changed to suit the decentralization policy. (see Power Point)

• It is suggested that this law should provide for representation on the SC to be by suitably qualified persons appointed by the local authorities, say for a maximum of 2 terms of 4 years. This would provide both the required expertise and continuity.

• The mayors or other senior representatives of the municipalities may be appointed to the Joint Power Authority of Greater Tirana responsible for Planning, Transit, and Public Works as well as Water Supply & Sewerage Services. There is a need for the Greater Tirana Structure Plan to be formally approved and for the Greater Tirana Joint Power Authority to be formed, although this would not prevent the creation of a GTW&SA. (Fig. 2).

• It is suggested that the ultimate responsibility for approval of the tariff should rest with the National Regulatory Commission. This would require a change to the present law.

• Only part of UKT will form the new GTW&SA, UKT may continue with its other responsibilities to communes and villages in Tirana Region until the new Rural Agency for Water & Sanitation (RAWSS) comes into being.

• Regarding private sector participation, this can be decided on at some later date by the SC as provided for in the law, and may include management contracts, concessions etc. The SC may also decide at some later date to separate the bulk water supply and bulk sewerage removal function from the operation & maintenance of the water supply distribution and sewerage collection systems.

• The transfer of UKT assets (buildings, office equipment, plant & vehicles) must be clarified. The transfer of UKT staff to the new asset owners must also be clarified.

• The guaranteeing of future loans, disbursement, and repayment needs clarifying (Fig. 3).


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Figure 1CENTRAL GOVERNMENT DECENTRALIZE TO LOCAL GOVERNMENT

Central GovernmentOwn the assets

Provides Water & Sewerage services

MoPWTT

DPUK Central Government

Directorate responsible for provision of Water Supply & Sewerage

services

Supervisory Council (SC)Members are Central Government + 1 From

Tirana Municipality

UKTOperator on behalf of Central Government

Local AuthoritiesOwn the Assets

Provide Water & Sewerage services

Joint AuthorityEmpowered by Local Governments to be

responsible for provision of Water Supply & Sewerage

services

Supervisory Council (SC)Members are mainly Local

Government + from Central Government

GTW&SATransformed & Improved

UKT as Operator on behalf of Local

government

Central government agree to "Regional" decentralization in Greater Tirana area. (See Consesus Document signed by

MoPWTT, AWSSA & Ministry of Interior (Loca lGovernment)

Tirana & Kamza municipalities,and the communes of Kashar, Paskuqan and Berxulle must agree on forming a joint authority for all water & sewerage services. Vora municipality & the fringe communes of Zall Herr, Preze, Vaqarr, Farke & Dajt can join when services expand to their areas

The law on Supervisory Councils (7926 & 8099) must be changed to give control by local government now that they own the assets and

provide the service. LG then choose the Director General, set the tariff and supervise the operator in line with national standards

The SC (similar to a Company Board of Directors) then has the authority to make the necessary changes to ensure that GTW&SA

performs as a proper commercial company, and sets up Branch Offices in municipal & commune offices

Service AgreementLevels of Service can be set out in the Service Agreement

PROPOSED INSTITUTIONAL STRUCTURE FOR IMPLEMENTATION OF THE STRATEGIC PLAN FOR GREATER TIRANA AND THE GREATER TIRANA WATER & SEWERAGE AUTHORITY (EX - UKT) FIGURE 2

Fringe Communes Largest Municipality Main Communes/Municipality Fringe Commune/MunicipalityNot in Sewerage M/P In Sewerage M/P In Sewerage M/P Not in Sewerage M/P

Greater Tirana Economic

Development Corporation

Tirana Region

AlbTelecom

Greater Tirana Development Authority or Greater Tirana Metropolitan Council

A Joint Powers Authority, Accountable to Local Governments whose representatives sit on this Council or Board and are mandated to delegate certain

functions of Economic Development, Transit Facilities and Water Supply & Sewerage Services to specialized agencies

Regional Electrical Power Distributor

Departmentof

Public WorksGTW&SAGreater Tirana Water & Sewerage

Authority (ex UKT)

Municipalityof Vora

Municipalityof Tirana

Municipalityof Kamza

KasharCommune

PaskuqanCommune

BerxulleCommune

Zall HerrCommune

PrezeCommune

VaqarrCommune

FarkeCommune

DajtCommune

Department of Metropolitan

Planning

Greater Tirana Transit

Authority

Local Governments in the Greater Tirana area create a Joint Powers Authority as the main Implementing Agency for the Strategic Plan (SP)

Local Governments form a Joint Authority Supervisory Council (SC)


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FIGURE 3

CENTRAL GOVERNMENT DECENTRALIZATION LOCAL GOVERNMENT

EXISTING FUTUREDONOR LOANS

MINISTRY OF FINANCEGuarantees the Loans

Italian Cooperation Loans

JBIC & Other DonorsLoans

MoPWTT

DPUK

UKT

Joint Authority of Local Governments

[SHAREHOLDERS]Owners of the water supply

& sewerage assets & Service Provider of Water &

Sewerage

GTW&SA (Ex UKT)

Supervisory Council[BOARD OF DIRECTORS]

Must generate revenue to cover increased O&M costs

& Loan repaymentsThrough the Tariff and other

charges

Ministry and Directorate responisble for provision of Water & Sewerage services

Supervisory Council[BOARD OF DIRECTORS]

Currently generates revenue to cover limited

O & M and the commencement of Italian

Loan Repayments


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A11 - 11


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11.4 Water Supply Management

It has been reported by the staff of the Water Sector of UKT that a major problem of supply is the illegal

use of water from the transmission mains, especially for irrigation during the dry season which can result

in a loss of up to 40% of supply. In the Strategic Plan for Greater Tirana it is shown that the current total

available supply is sufficient to meet the total demand for Greater Tirana in the year 2022, yet Tirana

suffers from intermittent supply now and there is little chance of extending the distribution system into

the Greater Tirana area.

The problem of illegal connections (and some legal ones) to the transmission mains has steadily grown

since 1998 with migration to the peri-urban areas close to the transmission mains. Now, this is a problem

of large proportion with this waste of water denying supplies to urban consumers. An urgent solution

must be found to provide distribution mains for legal domestic connections and to find a solution to the

illegal use of water for irrigation. This problem, if left unresolved is likely to prejudice the formation of a

Joint Authority since supplies are already restricted and this is also affecting potential extra revenue.

Another factor possibly complicating the issue of illegal water use is the disproportionate penalties for

late payment of bills which is also said to discourage the enforcement of disconnection of supplies

particularly for low income groups. These draconian penalties are unusual compared to worldwide norms

and probably have contributed significantly to the reported UKT huge accumulated debt of about Lek 1.3

billion, most of which will clearly be uncollectible.

As per section 3.6.4 of Part II of the Main Report a fair and realistic penalty should be imposed and

disconnection of defaulters properly enforced. It was reported that UKT has appealed to central

government several times for a change to this law without action having been taken. There is an urgent

need to address this matter and to resolve the issue of massive water losses which leads to restricted

supplies in Tirana and lack of available water for the Greater Tirana development area.

A translation of the legislation (DCM No. 23 of 10.05.1993) is given on the following pages:


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REPUBLIC OF ALBANIA COUNCIL OF MINISTERS

DECISION NO. 23 DATE 10.05.1993

Water Supply Management for Domestic and Non-Domestic Users Upon proposal of the Ministry of Construction, Shelter and Territory Adjustment, the Council of Ministers

Decided:

1. Supply of drinking and treated water from the water supply enterprises for private and public consumers is made based on the contracts of sale that are formed by the parties.

2. Non-domestic consumers, public or private, supplied with water from these enterprises should provide and install water meters, on their own expenses, within 31st of July 1993. Water Supply enterprises decide on the capacity, type and the location project of these water meters. With the exceeding of this deadline, water supply enterprises disconnect their water supply. If the consumer installs the water meter according to the approved project by the Water Supply Enterprise, a separate joint official record is held.

3. Management and maintenance of water meters is responsibility of non-domestic costumers. In case of damaged water meter, consumer should notify in writing the Water Supply Enterprise and take measures for its substitution within 30 days. The charge for water consumption for this period is made according to the average monthly consumption amount. If the Water Supply Enterprise is not notified about the damaged water meter, consumer is charged with the average consumption rate at the price of 5 times of the normal price. The charge for the consecutive 30 days will be 10 times of the average water consumption and Water Supply Enterprise disconnects the water supply.

4. In the case when the consumer does not pay the due charge to the Water Supply Enterprise according to the water supply contract, he is required to pay 5 % of the value of the water supply bill for every day in arrears. If the payment is not done for 30 days, the customer is requested to pay the whole amount of water consumed charged 5 times of the normal price. Beyond this time the Water Supply Enterprise disconnects the water supply.

5. Interventions in the water supply network, connections not approved by the Water Supply Enterprise and any sort of damage is punished as an administrative penalty with fines up to 10 thousands Lek for domestic users and up to 50 thousands Lek for non-domestic users as well as with disconnection of water supply. The penalty decision is issued by the water control inspector and any other employee authorized by the Water Supply Enterprise Director. The consumer is charged to pay any necessary expenses in order to reinstate the damaged section to its previous condition.

6. Against the penalty decision, a complain can be filed within 15 days of its announcement or notification at the Water Supply Enterprise Director, whose decision is then final.

7. In the cases foreseen in the point 2, 4 and 5 of this decision, when the Water Supply Enterprise disconnects the water supply, the contract between the parties is dissolved. Upon customer request, the Water Supply Enterprise reconnects the water supply within 30 days, after the consumer has paid the charges against the Water Supply Enterprise and all the expenses for the disconnection and reconnection of water supply. After the reconnection has taken place, consumer enters in a new contract with the Water Supply Enterprise.


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8. Ministry of Construction, Shelter and Territory Adjustment, local authorities and water supply enterprises are responsible for preparing programs for the provision of water meters for domestic customers.

9. Every other legislation that is in disagreement with this decision becomes invalid. This decision comes to effect immediately. Head of the Council of Ministers Aleksander Meksi

Appendix 12

Economic and Financial Considerations


Appendix 12 Economic and Financial Considerations

Appendix 12.2.1 Population and Density by Districts..........................................................A12 - 1 Appendix 12.2.2 Existing and Projected Population in Targeted Area.................................A12 - 2 Appendix 12.2.3 Economic Active Population and Unemployment Rate............................A12 - 3 Appendix 12.2.4 Registered and Active Enterprises in Albania by Prefectures ...................A12 - 4 Appendix 12.7.1 Revenues and Expenditures Regarding Consolidated Budget 1993 - 2001...................................................................................A12 - 5 Appendix 12.7.2 Expenditure by Functions 1997-2001 .......................................................A12 - 6 Appendix 12.7.3 Expenditure Regarding Institutional Classification 1997 - 2001 ..............A12 - 7 Appendix 12.7.4 Balance Sheet of Tirana Municipality.......................................................A12 - 8 Appendix 12.7.5 Profit and Loss Statement of Tirana Municipality ....................................A12 - 9 Appendix 12.7.6 Balance Sheet of Kamza Municipality....................................................A12 - 10 Appendix 12.7.7 Profit and Loss Statement of Kamza Municipality .................................A12 - 11 Appendix 12.7.8 Profit and Loss Statement of Kashar Commune .....................................A12 - 12 Appendix 12.7.9 Balance Sheet of Paskuqan Commune....................................................A12 - 13 Appendix 12.7.10 Profit and Loss Statement of Paskuqan Commune .................................A12 - 14 Appendix 12.7.11 Balance Sheet of Berxull Commune .......................................................A12 - 15 Appendix 12.7.12 Profit and Loss Statement of Berxull Commune ....................................A12 - 16 Appendix 12.7.13 Balance Sheet of Tirana Mini Municipality No.1 ...................................A12 - 17 Appendix 12.7.14 Profit and Loss Statement of Tirana Mini Municipality No.1.................A12 - 18 Appendix 12.7.15 Balance Sheet of Tirana Mini Municipality No.2 ...................................A12 - 19 Appendix 12.7.16 Profit and Loss Statement of Tirana Mini Municipality No.2.................A12 - 20 Appendix 12.7.17 Balance Sheet of Tirana Mini Municipality No.3 ...................................A12 - 21 Appendix 12.7.18 Profit and Loss Statement of Tirana Mini Municipality No.3.................A12 - 22 Appendix 12.7.19 Balance Sheet of Tirana Mini Municipality No.4 ...................................A12 - 23 Appendix 12.7.20 Profit and Loss Statement of Tirana Mini Municipality No.4.................A12 - 24 Appendix 12.7.21 Balance Sheet of Tirana Mini Municipality No.5 ...................................A12 - 25 Appendix 12.7.22 Profit and Loss Statement of Tirana Mini Municipality No.5.................A12 - 26 Appendix 12.7.23 Balance Sheet of Tirana Mini Municipality No.6 ...................................A12 - 27 Appendix 12.7.24 Profit and Loss Statement of Tirana Mini Municipality No.6.................A12 - 28 Appendix 12.7.25 Balance Sheet of Tirana Mini Municipality No.7 ...................................A12 - 29 Appendix 12.7.26 Profit and Loss Statement of Tirana Mini Municipality No.7.................A12 - 30 Appendix 12.7.27 Balance Sheet of Tirana Mini Municipality No.8 ...................................A12 - 31 Appendix 12.7.28 Profit and Loss Statement of Tirana Mini Municipality No.8.................A12 - 32 Appendix 12.7.29 Balance Sheet of Tirana Mini Municipality No.9 ...................................A12 - 33 Appendix 12.7.30 Profit and Loss Statement of Tirana Mini Municipality No.9.................A12 - 34 Appendix 12.7.31 Balance Sheet of Tirana Mini Municipality No.10 .................................A12 - 35 Appendix 12.7.32 Profit and Loss Statement of Tirana Mini Municipality No.10...............A12 - 36 Appendix 12.7.33 Balance Sheet of Tirana Mini Municipality No.11 .................................A12 - 37 Appendix 12.7.34 Profit and Loss Statement of Tirana Mini Municipality No.11............A12 - 38


Appendix 12.7.35 Balance Sheet of UKT ............................................................................A12 - 39 Appendix 12.7.36 Profit and Loss Statement of UKT..........................................................A12 - 40 Appendix 12.11.1 Estimation of Economic Benefit .............................................................A12 - 41 Appendix 12.11.2 Economic Evaluation of Master Plan (Case B-3d) .................................A12 - 42 Appendix 12.11.3 Financial Evaluation of Master Plan (Case B-3d)...................................A12 - 43 Appendix 12.F5.1 Economic Evaluation of the Priority Project in the Feasibility Study ....A12 - 44 Appendix 12.F5.2 Financial Evaluation of the Priority Project in the Feasibility Study..... A12 – 45


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Berat 127,837 939 136.10Bulqizë 42,968 469 91.60Delvinë 10,765 348 30.90Devoll 34,641 429 80.80Dibër 85,699 1,088 78.70Durrës 181,662 433 419.60Elbasan 221,635 1,372 161.50Fier 199,082 785 253.50Gramsh 35,750 695 51.50Gjirokastër 54,647 1,137 48.00Has 19,660 393 50.00Kavajë 78,179 414 188.70Kolonjë 17,161 805 21.30Korçë 142,909 1,752 81.60Krujë 63,517 333 190.80Kuçovë 35,338 84 420.20Kukës 63,786 938 68.00Kurbin 54,392 273 199.00Lezhë 67,734 479 141.30Librazhd 72,387 1,023 70.70Lushnjë 143,933 712 202.00Malësi e Madhe 36,692 555 66.20Mallakastër 39,529 393 100.60Mat 61,187 1,029 59.50Mirditë 37,056 867 42.70Peqin 32,964 109 303.30Përmet 25,780 930 27.70Pogradec 70,471 725 97.20Pukë 34,386 1,034 33.30Sarandë 35,089 749 46.90Skrapar 29,845 775 38.50Shkodër 185,395 1,973 94.00Tepelenë 32,404 817 39.60Tiranë 519,720 1,238 419.60Tropojë 27,947 1,043 26.80Vlorë 147,128 1,609 91.40Total 3,069,275 28,748 124.25Source: INSTAT.

(km2)

Districts

Appendix 12.2.1 Population and Density by Districts

PopulationDensity

(Persons/km2)

PopulationArea


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Tirana Municipality 478,424 494,904 518,243 552,336 581,414 588,447 595,479 602,512 609,545 616,578 623,610Berxull Commune 6,693 6,898 7,379 7,669 8,439 8,884 9,329 9,773 10,218 10,663 11,108Kamza Municipality 49,068 60,563 63,022 67,033 75,858 81,984 88,110 94,236 100,362 106,488 112,614Kashar Commune 16,810 17,058 17,202 17,347 18,228 18,626 19,025 19,423 19,821 20,220 20,618Paskuqan Commune 27,566 29,924 31,642 32,563 34,329 37,251 40,173 43,094 46,016 48,938 51,860

Tirana Municipality 630,643 637,676 644,708 651,741 658,774 665,806 672,839 679,872 686,905 693,937 700,970Berxull Commune 11,552 11,997 12,442 12,887 13,331 13,776 14,221 14,666 15,110 15,555 16,000Kamza Municipality 118,740 124,866 130,992 137,118 143,244 149,370 155,496 161,622 167,748 173,874 180,000Kashar Commune 21,016 21,415 21,813 22,212 22,610 23,008 23,407 23,805 24,203 24,602 25,000Paskuqan 54,782 57,704 60,625 63,547 66,469 69,391 72,313 75,235 78,156 81,078 84,000(Note) 1. The data from 2001 to 2005 are get from the Civic Registration of each territory of the Municipality, and communes.

2.3.4.

5.

2013 2014

2009 20102007

2021

2003 2004

2015 2016 2020

20112008

Administrative Unit

2005 2006Administrative Unit 2001 2002

2012 20222017 2018

For communes of Paskuqan and Berxull after 2006, the population is projected based on the past trand.

For Tirana Municipality after the year 2006, the population is projected based on the density method.For Kamza Municipality after 2006, the population is projected based on the average figure method.For Kashar Commune after 2006, the population is projected based on the past trend and taking the development planinto account. The Plan says that the population density in residential area of 52 ha will be 15,000 in maximum, andthe other area: 10,000.

Appendix 12.2.2 Existing and Projected Population in Targeted Area

2019


A12 - 3

Berat 62,918 51,431 11,487 28,128 63.73% 18.26%Bulqizë 19,388 14,921 4,467 8,467 65.85% 23.04%Delvinë 4,130 3,278 852 4,239 38.71% 20.63%Devoll 14,488 11,518 2,970 11,583 67.42% 20.50%Dibër 30,547 22,270 8,277 25,198 60.40% 27.10%Durrës 81,165 59,212 21,953 48,013 29.30% 27.05%Elbasan 106,266 81,890 24,376 49,381 56.48% 22.94%Fier 90,372 72,237 18,135 51,052 57.57% 20.07%Gramsh 15,616 12,855 2,761 8,607 66.85% 17.68%Gjirokastër 23,105 17,762 5,343 17,393 40.81% 23.12%Has 6,791 4,799 1,992 5,032 62.76% 29.33%Kavajë 31,346 26,439 4,907 21,877 62.74% 15.65%Kolonjë 7,167 5,720 1,447 5,626 52.36% 20.19%Korçë 69,511 54,382 15,129 37,995 57.13% 21.76%Krujë 27,070 22,047 5,023 16,070 53.64% 18.56%Kuçovë 16,199 12,077 4,122 9,322 48.56% 25.45%Kukës 23,844 15,773 8,071 16,346 54.50% 33.85%Kurbin 22,300 15,529 6,771 14,781 42.69% 30.36%Lezhë 28,602 24,917 3,685 18,311 66.12% 12.88%Librazhd 31,854 26,292 5,562 17,007 75.81% 17.46%Lushnjë 68,404 58,236 10,168 33,390 75.29% 14.86%Malësi e Madhe 12,079 9,854 2,225 13,095 71.47% 18.42%Mallakastër 16,837 14,142 2,695 10,704 64.04% 16.01%Mat 23,376 19,217 4,159 17,834 63.53% 17.79%Mirditë 16,792 12,602 4,190 8,895 65.83% 24.95%Peqin 14,839 12,551 2,288 7,290 78.43% 15.42%Përmet 11,593 9,505 2,088 7,483 57.90% 18.01%Pogradec 29,098 20,835 8,263 20,960 51.86% 28.40%Pukë 14,217 10,428 3,789 8,640 68.93% 26.65%Sarandë 13,727 11,039 2,688 12,337 41.79% 19.58%Skrapar 15,317 12,724 2,593 6,370 58.06% 16.93%Shkodër 80,551 58,006 22,545 50,799 49.76% 27.99%Tepelenë 12,305 9,868 2,437 10,792 49.74% 19.80%Tiranë 235,482 175,877 59,605 145,619 22.19% 25.31%Tropojë 10,137 7,992 2,145 8,613 57.77% 21.16%Vlorë 59,848 43,550 16,298 45,907 32.23% 27.23%Total in Whole Albania 1,347,281 1,041,775 305,506 823,156 56.45% 22.68%Mini-Municipality 1 11,160 8,149 3,011 6,668 0.11% 26.98%Mini-Municipality 2 19,312 15,110 4,202 13,700 0.18% 21.76%Mini-Municipality 3 14,208 10,439 3,769 8,210 0.09% 26.53%Mini-Municipality 4 15,498 11,405 4,093 9,418 0.19% 26.41%Mini-Municipality 5 20,020 15,633 4,387 12,723 0.12% 21.91%Mini-Municipality 6 15,090 10,013 5,077 7,282 0.13% 33.64%Mini-Municipality 7 17,781 13,470 4,311 11,824 0.11% 24.24%Mini-Municipality 8 10,941 8,305 2,636 7,624 0.19% 24.09%Mini-Municipality 9 14,188 10,772 3,416 8,629 0.16% 24.08%Mini-Municipality 10 5,948 4,822 1,126 4,815 0.06% 18.93%Mini-Municipality 11 16,304 10,878 5,426 8,855 0.20% 33.28%Total in Tirana Municipality 160,450 118,996 41,454 99,748 0.14% 25.84%Source: INSTAT.

Appendix 12.2.3 Economic Active Population and Unemployment Rate

Employedin

Agriculture(%)

Unemploy-ment Rate

(%)

InactivePeople

Municipality/Communes

EconomicActive

Population

Number ofActual

EmployedPeople

Number ofUnemploy-ed People


A12 - 4

1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003Registered enterprisesBerat 2,614 1,192 544 413 105 370 603 484 354 282 376 7,337Dibër 723 1,561 445 344 85 119 93 226 223 119 15 3,953Durrës 2,484 1,882 818 776 346 549 676 715 1,023 1,057 1,210 11,536Elbasan 1,405 2,957 972 388 132 329 289 456 374 402 608 8,312Fier 3,194 2,507 1,001 841 321 831 647 925 848 709 1,157 12,981Gjirokastër 1,350 1,015 659 498 98 289 174 251 135 152 304 4,925Korcë 2,737 2,332 1,083 1,033 206 854 722 1,053 646 549 789 12,004Kukës 648 523 244 165 69 65 41 51 31 117 24 1,978Lezhë 1,219 963 369 399 173 188 256 417 193 168 77 4,422Shkodër 2,039 1,478 739 509 192 210 358 531 465 421 92 7,034Tiranë 12,574 6,171 5,397 3,011 1,805 2,379 3,529 3,887 3,567 3,134 2,663 48,117Vlorë 3,195 2,923 1,271 838 217 530 511 612 489 512 480 11,578Total 34,182 25,504 13,542 9,215 3,749 6,713 7,899 9,608 8,348 7,622 7,795 134,177Active enterprisesBerat 397 191 128 117 37 176 309 266 212 232 375 2,440Dibër 39 143 63 71 29 44 38 131 78 33 15 684Durrës 692 568 337 404 198 354 453 559 676 858 1,209 6,308Elbasan 253 649 313 176 71 210 184 373 310 352 608 3,499Fier 653 429 263 291 163 414 349 537 532 591 1,154 5,376Gjirokastër 396 271 256 211 62 160 115 147 96 122 304 2,140Korcë 567 362 269 475 106 341 338 646 400 390 789 4,683Kukës 69 49 37 53 18 25 20 36 21 29 22 379Lezhë 154 126 77 109 50 59 88 126 62 47 77 975Shkodër 385 230 170 151 81 75 93 119 86 97 92 1,579Tiranë 2,148 1,626 1,332 1,492 993 1,429 2,124 2,135 1,963 2,254 2,656 20,152Vlorë 534 497 313 298 111 248 290 341 281 339 478 3,730Total 6,287 5,141 3,558 3,848 1,919 3,535 4,401 5,416 4,717 5,344 7,779 51,945Source: INSTAT

Appendix 12.2.4 Registered and Active Enterprises in Albania by Prefectures(1993-2003)

Prefectures Year Total


A12 - 5

1993 1994 1995 1996 1997 1998 1999 2000 200133,476 44,475 53,716 51,572 56,645 93,519 107,506 120,637 135,484

I 4,476 4,261 2,468 266 256 137 155 0 0II 19,594 19,581 30,435 30,174 33,352 56,749 65,401 84,060 91,788

II.1 19,526 29,033 29,604 28,803 32,724 56,027 64,516 82,745 89,7501 4,991 4,959 5,587 9,076 15,656 28,769 29,794 38,121 41,1492 3,980 2,745 2,477 3,418 2,393 4,323 6,033 8,115 10,2483 4,348 9,495 10,404 4,947 2,168 4,910 6,961 9,153 9,5444 590 824 870 754 385 910 1,188 1,641 1,9745 78 571 633 637 814 1,167 3,138 4,590 6,3006 1,897 4,179 3,402 2,264 2,349 3,109 4,012 5,783 6,9047 224 1,940 1,793 8378 3,642 6,260 6,231 7,708 8,958 12,615 11,450 13,548 12,795

II.2 68 548 831 1,370 628 722 885 1,315 2,0381 0 332 485 371 293 304 181 190 22 68 216 346 999 336 417 704 1,126 2,036

III 3,853 6,407 9,245 12,666 12,227 15,827 18,165 20,053 22,5061 3,853 6,407 8,638 11,646 11,282 14,566 16,814 18,523 20,7102 0 0 607 1,020 945 1,262 1,351 1,530 1,796

IV 5,553 4,226 11,568 8,466 10,810 20,805 23,785 16,524 21,1901 1,162 400 5,926 3,859 8,030 16,400 17,591 10,225 10,9122 3,475 2,054 3,965 3,342 1,714 3,324 5,041 4,829 5,5693 916 1,772 1,677 1,265 1,066 1,081 1,153 1,470 4,709

50,678 60,984 77,134 87,596 100,730 141,628 165,692 170,621 186,049I 39,436 54,666 58,026 71,028 86,871 117,413 131,111 133,322 140,767

1 Personnel Expenditure 9,851 14,524 18,438 22,983 25,543 28,336 31,183 33,240 41,207Wages 8,210 9,804 14,692 17,918 20,376 22,048 24,207 25,820 32,939Social Insurance Contributions 1,641 4,720 3,746 5,064 5,167 6,288 6,976 7,420 8,266

2 Interest 3,591 5,616 4,984 8,571 18,779 35,892 34,938 29,572 23,620Domestic 3,646 4,580 8,073 18,073 35,195 34,355 28,870 22,528Foreign 1,970 404 498 706 697 583 703 1,092

3 Operational and Maintenance 9,598 15,090 12,369 12,568 13,535 18,540 20,072 19,299 15,7844 Subsidies 2,562 2,122 1,304 1,022 1,414 2,307 2,704 5,242 7,8785 Social Insurance Outlays 7,300 10,690 13,999 19,127 20,133 24,329 33,895 37,387 43,459

Social Insurance 7,300 10,690 13,713 17,871 18,533 21,934 25,017 28,948 33,104Health Insurance 0 286 1,255 1,600 2,395 2,592 2,427 2,969Local Budget (Grant) 5,134 4,595 4,943Local Budget (Compensation) 1,551 1,418 2,443

6 Other Expenditure 6,534 6,624 6,932 6,758 7,467 8,009 8,320 8,580 8,820Unemployment Insurarance Benefits 4,191 2,186 2,504 2,163 2,204 1,621 1,450 1,919 1,881Social Assistance 2,159 3,723 3,698 3,795 4,273 6,168 6,360 6,661 6,938Housing Subsidy 230 300 670 220 510 … …

II Reserve Fund/contingencyIII Capital Expenditure 11,242 6,318 19,108 16,568 13,859 24,215 34,120 36,274 23,955

Domestic Financing 5,664 6,318 11,215 8,960 6,385 10,589 16,963 18,461 23,955– from the Budget 5,664 5,732 10,160 7,849 6,059 9,668 15,890 17,873 21,756– from Its Revenue 572 915 1,111 326 921 1,073 588 2,199Foreign Financing 5,578 … 7,893 7,607 7,474 13,626 17,158 17,525 19,442

IV Cost of Bank Restructuring 461 1,025 1,886Source: INSTAT.

Year(millions leks)

Appendix 12.7.1 Revenues and Expenditures Regarding Consolidated Budget1993 – 2001

Counterparts fundsTax Revenue

Total Revenue

No. Description

Profit TaxExcise Tax

From Tax office and customsV.A.T.and Turnover Tax

National Taxes and othersSolidarity Tax

Small business TaxPersonal Income Tax

Property TaxLocal Taxes

Custom DutiesRevenues from Local Government

Current ExpenditureTotal Expenditure

Other/not allocated

Profit Transfers from BOAIncome of budgetary institutions

Health InsuranceNontax Revenue

Social Institute ContributionsSocial Insurance


A12 - 6

(millions leks)

1997 1998 1999 2000 2001100,733 141,628 165,690 170,621 186,050

Detail: General 80,742 115,701 131,325 137,323 147,469Local 19,991 25,927 34,365 33,298 38,581

1 6,303 11,065 15,722 14,366 15,293Detail: General 4,197 8,360 8,488 9,740 9,873

Local 2,106 2,705 7,234 4,626 5,4202 4,668 5,343 6,407 5,655 6,724

Detail: General 4,668 5,343 6,406 5,655 6,724Local 0 0 1 0 0

3 8,000 9,136 11,522 12,733 13,277Detail: General 8,000 9,136 11,522 12,733 13,277

Local 0 0 0 0 04 11,197 13,612 15,938 17,192 19,487


5 6,269 7,986 12,076 12,333 13,722Detail: General 4,414 5,798 9,438 9,325 11,241

Local 1,855 2,188 2,638 3,008 2,4816 28,405 34,112 34,278 38,521 43,015


7 3,696 5,933 7,236 8,559 9,807Detail: General 2,302 4,055 4,612 4,282 4,542

Local 1,394 1,878 2,624 4,277 5,2658 1,623 2,031 2,260 2,395 2,984


9 542 2,068 1,169 4,823 9,578Detail: General 542 2,068 1,169 4,823 8,928

Local 0 0 0 0 65010 3,983 5,501 6,398 4,788 5,450


11 638 748 3,698 1,499 1,399Detail: General 638 748 3,698 1,499 1,399

Local 0 0 0 0 012 4,727 6,959 11,630 16,090 19,047

Detail: General 4,295 6,186 10,540 15,546 17,257Local 432 773 1,090 544 1,790

13 1,902 1,236 1,885 522 385Detail: General 1,565 796 1,725 520 383

Local 337 440 160 2 214 18,780 35,898 35,471 31,145 25,882


18,779 35,892 34,938 29,572 23,620Detail: General 18,779 35,892 34,938 29,572 23,620

Local 0 0 0 0 0

Total

No. Functions

Public Order and Safety

Education

General Public Services

Defense

Housing Comun. Amenities

Recreation, Culture, Relegion Affairs

Health

Social Security and Welfare

Appendix 12.7.2 Expenditure by Functions 1997-2001

Year

from which: Interests

Other Economic affairs and Servicices

Other Expenditures

Mineral resource

Transport and Comunication

Fuel and Energy

Agriculture, Forestry, Fishing, Hunt


A12 - 7

(millions leks)

1997 1998 1999 2000 2001Total 100,730 141,628 165,692 170,621 186,049Presidency 60 64 71 93 85Parliament 206 369 426 442 510Council of Ministers 804 2,566 646 589 574Local Government 2,375 2,962 8,037 5,877 7,375Social Security Institute 18,533 21,934Social Insurance Institute 1,600 2,395Min.of Public Economy and Privatiz. 608 2,990 4,845 5,487 11,094Min. of Agriculture and Food 2,974 4,361 4,447 3,964 4,438Min. of Transport & Telecommun. 7,634 17,430Min. of Public Affaires 8,906 11,835 18,925 14,142 7,884Min. of Information 26Min. of Econom. Coordination & Trade 1,077 680 1,324 903 1,032Min. of Finance 211 1,543 2,142 2,925 3,140Min. of Education and Science 11,196 13,482 16,105 16,421 18,361Min. of Culture, Youth and Sports 997 1,223 1,420 1,666 2,019Min. of Health 6,238 7,739 11,863 12,120 13,440Ministry of Justice 359 784 656 910 1,284Min. of Foreign Affairs 1,060 1,208 1,285 1,403 1,411Min. of Public Order 6,748 7,202 9,483 9,578 9,455Min. of Defense 4,668 5,512 6,605 6,534 7,394Min. of Labor & Social Affair 2,893 3,058 34,265 38,362 42,904Directorate of Customs 416 917 1,008 1,511 1,416Statistics Institute 54 120 70 106 398State Prosecutor 315 469 585 629 633High Court 561 642 734 756 870Constitutional Court 10 20 30 40 84National Information Services 447 581 706 865 1,046State Audit Commission 121 189 188 184 133Environmental Defense Committee 20 27 65 66 111Department of Radio and Television 564 742 820 640 554State Archives 66 55 70 93 121Department of State Reserves 534 235 288 271 208Department of Forest Police 534 743 629 889 1,081Directorate of Taxation 385 558 799 1,082 1,359Department of Meteorology and Calibration 14 15 21 19 14National Agency for Privatization 55 43 55 137 65Science Academy 172 232 293 334 437Albanian Press Agency 60 71 83 77 89Social Assistance Committee 206 263Department of Srandards 17 35 39 35 20The system of Registr. of Immovable Prop. 30 53 108 132 159Energy Committee 517 410 19Political Parties 178 145 142 190 196Financial Assistence 4,286 6,168Center of Foreign Investment Promotion 5 7Interests 18,779 35,892 34,938 30,572 23,620The Commission of Shares Observation 2 13 14 17 18National Entity of Free Zones 3 6 4 6 7The School of the Magistrate 7 18 24 26 35National Center of Movie Theaters 48 66 40 87 99Institute of Integration of Ex Political Pris. 33 50 49Inspection of the High Council of Justice 10 15 15Rural Development Program 74 1,277 2,020 2,283Center Commission of Election 537Parliamentary Election 2 105Others 811 912 27 617 562(Note)

Source: INSTAT.

Appendix 12.7.3 Expenditure Regarding Institutional Classification 1997 - 2001

From 1999, Expenditure for Social Security Institute are included to the Ministry of Labur, andExpenditure for Social Insurance Institute are included to the Ministry of Health.

YearDescription


A12 - 8

(Million Leks)2000 2001 2002 2003 2004 2000 2001 2002 2003 2004

A. 0 0 0 0 0 A. Own Fund 606 1,328 2,110 4,993 8,897B. Current Actives 584 1,306 2,085 4,674 8,299 I. Own Funds 606 1,032 1,487 4,977 7,554

I. Intangible Fixed Assets 0 0 0 10 92 Basic Funds 606 170 287 2,027 4,011Current Tangible Assets 0 0 0 6 52 Capital from Domestic Grants 0 862 1,200 2,950 3,543

0 0 0 0 0 Capital from Foreign Grants 0 0 0 0 00 0 0 4 40 Current Actives in Use 0 0 0 0 0

II. Current Tangible Assets 584 1,306 2,085 4,663 8,207Soils, Terrains 0 0 0 45 44Forests, Plantations 0 0 0 124 137 II. Other Own Funds 0 296 623 7 1,324Buildings, General Institutions 5 5 18 777 1,281 Reserve Funds, Current Expenditures 0 0 0 0 2

483 26 105 169 91374 29 29 485 833

Transport Facilities 35 63 77 237 311 Incomes from Current Active Sellings 0 0 0 0 0State Reserves 0 0 0 0 0 III. Carried Over Result 0 0 0 0 9

0 0 0 3 3 IV.Other Economic Inventories 0 41 52 171 211

-14 -17 -19 -316 -387 V.Current Actives 0 1,158 1,824 2,963 4,859Capital Transfer 0 0 0 1 1 VI.Local Cost 0 0 0 0 0

0 0 0 6 0 B. Obligations 12 31 37 204 269Designated Amount 0 0 0 0 0 I. Long Term Loans 0 0 0 0 0

III. Financial Actives 0 0 0 0 0 Domestic Loans and Similar 0 0 0 0 0Loans and Sub-Loans 0 0 0 0 0 Foreign Loans 0 0 0 0 0Own Capital Participation 0 0 0 0 0 Loans without Preliminary Incash Fun 0 0 0 0 0

IV. Tangible Active Devaluation (-) 0 0 0 0 0 II. Short Term Obligations 12 31 37 204 269C. Circulating Actives 177 247 502 1,758 897 Partial Prepayment for Clients (Credit 0 0 0 0 0

I. 21 22 25 280 470Materials 6 7 8 92 125Situation of Inventories 16 15 17 164 314

0 0 0 20 30Products 0 0 0 3 0 State Charges and Taxes 0 2 1 6 8Goods 0 0 0 0 1Livestock in Slaughtering 0 0 0 0 0Incashed Money or at the Thirds 0 0 0 0 0 State Transfer for Natural Disaster 0 0 0 0 0

0 0 0 0 0Provision for Devaluations (-) 0 0 0 0 0

II. Incashment Requests on Debitors 156 225 477 199 270 Social Security 3 0 1 48 87Health Security 0 0 0 2 1Other social organisations 0 0 0 0 0

Clients and Other Similar Accounts 0 0 0 0 0 Other Public Institutions 0 0 0 0 00 0 0 1 1 Domestic System Institution Relations 0 0 0 0 0

State Taxes 0 0 0 0 1 Extra-System Institution Relations 0 0 0 0 0Creditors in Keeping Means 0 17 12 0 0Other Creditors 0 0 0 14 13

0 0 0 0 0 Other Obligations 0 0 0 13 9155 224 476 179 247 C. Other Accounts 0 0 0 7 3

Social Security 0 0 0 0 0Health Security 0 0 0 0 0Other Social Organisations 0 0 0 0 0 Passive Converting Differencies 0 0 0 0 0Other Public Institutions 0 0 0 0 0 Incomes to Be Classified or Regulated 0 0 0 0 0

0 0 0 0 00 0 0 0 0

Other Debitors 0 1 1 12 16 Result of Practice (Balance of Credit Account) 143 194 440 1,227 27Other Debitor Requests 0 0 0 6 5Provisions for Devaluations (-) 0 0 0 0 0

III. Paper-Holdings (Certificates) 0 0 0 0 0Paper-Holdings 0 0 0 0 0Provisions for Devaluations (-) 0 0 0 0 0

IV. Self-Disposable Receipts 0 0 0 1,279 157Values to be Incashed 0 0 0 0 0Bank Accounts 0 0 0 0 0Cash 0 0 0 0 0Similar Disposable Receipts 0 0 0 1,227 38Other Values 0 0 0 52 120Credits and Down Payments 0 0 0 0 0Accounts in Credit Organisations 0 0 0 0 0

Other Active Accounts 0 0 0 0 0Converting Active Differences 0 0 0 0 0

0 0 0 0 0Expenditure for the Future 0 0 0 0 0

0 0 0 0 0Total of Actives 761 1,553 2,587 6,431 9,196 Total of Liabilities 761 1,553 2,587 6,431 9,196Out of Balance Sheet Accounts 0 0 0 0 0 Extra Balance Sheet Accounts 0 0 0 0 0Active Evidence 0 0 0 0 0 Passive Evidence 0 0 0 0 0Source: Tirana Municipality.

Appendix 12.7.4 Balance Sheet of Tirana Municipality

Assets LiabilitiesTransfer Results (Balance of Payment to Debitors)

Amortization of Intangible Current Assets (-)Provision for Increase of Current Intangible Actives

Reserves from the Current ActivesRe-evaluated 0 0 0 0 0

623 7 1,322Technical Installations, Machineries, Equipment, ToolsExploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignement

for Investments 0 296

Slaughtering Facilities of Animals and Cattles Extra-Ordinary Sub-Ventions(Provisions for Financial Support) 0 0 0 0 0

Tangible (Enboddied) Current Actives Amortisation (-) Instititution Participation for ThirdParty Investment 0 0 0 10 10

Total Provisions for Risks andExpenditures 0 0 0 0 0

Damaged Current Tangible Assets

Situation of the Inventory in Process Supplyers and Accounts Linked withThem 5 7 17 68 66

83Products, Works, Services in Process

Taxes Collected by State to LocalGovernment Account 0 0 0 0 0

Personel and Accounts Linked withThem 3

1

513 4

1 2 1

Request for Debitors on Partial Payments or Pre-payments 0 0 0 0 0

Differences in Prices of Stored Goods Other Operations with the State(Creditor) 0

Personel, Pre-payments, Deficits and Penalties

Taxes Collected by the State to Local GovernmentAccounts 0 0 0 0 0

State Transfer for Natural DisastersOther Operations with the State (Debitors)

Incomes to Be Registred (Evidenced) inIncoming Years 0 0 0

Domestic Institutional System Relations Incomes Incashed before the Account BeMade Clear 0 0 0 4 3Foreign Institutional System Relations

Expenditures to be Share in Some Exercises

Exercise Results (Balance of Debitors' Accounts)

0 3


A12 - 9

(Million Leks)2000 2001 2002 2003 2004 2000 2001 2002 2003 2004

A. Exercise Expenditures 1,070 586 510 3,684 4,482 A. Exercise Incomes 1,675 1,390 1,828 8,991 6,247I. 135 98 118 1,560 1,799 I. Duty Taxes (a+b+c+d+e+f) 341 545 805 2,854 2,144

116 83 102 1,409 1,632 a) 0 0 0 1,082 1,454Payments with Contracts 0 8 11 13 23 - Taxes on Personal Incomes 0 0 0 0 0

20 8 5 138 144 - Corporation Income Tax 0 0 0 0 0II. Social Security Contributions 36 22 27 417 477 - Taxes on Small Business 0 0 0 1,082 1,454

36 22 27 413 414 - Other Duty Taxes 0 0 0 0 0Health Contributes 0 0 0 4 63 b) 0 0 0 0 0

III. 426 461 368 999 1,113 - From the Employed People 0 0 0 0 084 21 18 328 266 - From Employees 0 0 0 0 0

Special Materials and Services 26 11 18 95 113 - From the Selfemployed 0 0 0 0 0Services 280 14 13 135 144 - From the Farmers 0 0 0 0 0Transportation Expenditures 18 7 13 31 34 - From Voluntary Securities 0 0 0 0 0Travel expenditures 3 6 7 13 20 - 0 0 0 0 0Normal Maintenance 10 313 257 301 289 - 0 0 0 0 0Lease 0 2 3 13 16 c) Property Tax 0 131 135 419 428

0 0 15 3 34 - Real Estate Property Tax 0 0 135 266 283

- On the Real EstateProperty Alienation 0 0 0 61 11

- Other Taxes on Property 0 131 0 92 134d) Taxes on Goods and Services 0 413 668 1,350 262

- On Capital Gains Value 0 0 0 0 0IV. Different Subventions 0 0 0 50 20 - Ecsise 0 0 0 0 0

For Price Differences 0 0 0 50 20 - Taxes on Specific Services 0 0 0 0 143To Stimulate Employment 0 0 0 0 0 - Taxes on Goods 0 277 531 1,216 118Covering Losts 0 0 0 0 0 - 0 136 137 134 1For Individual Projects 0 0 0 0 0 e) 0 0 0 0 0

V. Current Domestic Transfer 477 5 0 757 1,292 - Customes on Imported Goods 0 0 0 0 0At Other Governance Levels 0 0 0 0 0 - Customes on Exported Goods 0 0 0 0 0At Governance Institutions 0 0 0 0 0 - 0 0 0 0 0At Social and Health Security 0 0 0 0 0 f) Other Duties and Taxes 341 1 1 3 1

477 1 0 567 745 II. Non-Taxation Incomes (a+b+c) 143 244 271 393 662 At NGOs 0 0 0 0 0 a) 0 10 31 17 8Other Domestic Transfer 0 4 0 190 547 - 0 0 0 0 0

VI. Current Foreign Transfer 0 0 0 0 0 - 0 0 0 0 0 For International Institutions 0 0 0 0 0 - 0 10 31 17 8For Foreign Governments 0 0 0 0 0 b) 143 233 240 369 653For Foreign NGOs 0 0 0 0 0 - 0 171 175 253 8Other Foreign Countries 0 0 0 0 0 - 0 0 0 60 34

VII. -5 0 -3 -106 -219 - 0 0 0 0 0VIII. In-Kind Expenditures 0 0 0 6 0 - 0 25 36 18 562IX. - From Other Tickets 0 0 0 4 3

- Penalties and Sequestrations 0 13 21 7 20- Lease Incomes 0 7 2 7 14- Other Incomes 143 16 6 20 13

0 0 0 0 0 c) Other Non-Tax-Incomes 0 0 0 8 10 0 0 0 0 III. Current Grants (a+b) 1,191 485 641 5,739 3,427

B. Financial Expenditures (I+II) 0 0 0 0 0 a) Current Domestic Grant 1,191 485 641 5,733 3,424I. 0 0 0 0 0 - 0 38 101 5,120 2,856

a) 0 0 0 0 0 - 1,191 421 514 240 307- Short Term 0 0 0 0 0 -- Long Term 0 0 0 0 0

b) -

0 0 0 0 0 - 0 0 0 1 1From Other Government Level 0 0 0 0 0 -From Banking System 0 0 0 0 0

c) - 0 13 23 170 236- Other Domestic Grants 0 12 3 12 24

II. 0 0 0 0 0 b) Current Foeign Grant 0 0 0 5 3a) - From Foreign Governments 0 0 0 0 0

- 0 0 0 5 3b) IV. Change of Product Situation 0 0 0 -3 10

V. In-Kind Financing 0 0 0 6 0c) VI. Investment Works and Recoverings 0 117 111 2 4

0 0 0 0 0C. Extra-ordinary Expenditures 2 0 1 0 0 Recovering of Foreseen Money 0 0 0 0 0

0 0 0 0 0 Drowings from Investment Section 0 117 111 457 26Other Extra-ordinary Expenditures 2 0 1 0 0 B. Financial Incomes 0 0 0 0 0

Total of Operations (A + B + C) 1,072 586 510 3,684 4,482 From the Transaction Loan Interests 0 0 0 0 0D. Operation Result Correction 473 610 888 4,563 1,791 - 0 0 0 0 0

Annualyzed Income Titles 0 0 0 0 0 - 0 0 0 0 0230 331 292 9 1,486 - 0 0 0 0 0

Budget Incomes Transfer 0 0 1 6 7 - 0 0 0 0 0Budget Depositing of Unused Incomes 0 1 0 1 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0 0 0 0Domestic System Income Transfer 0 0 0 4,420 63 - Sub-Loan of Other Foreign Loans 0 0 0 0 0Other Incomes Transfer 0 0 1 127 235 Incomes from Deposit Interests 0 0 0 0 0Constant Transfer to Debitor and Similar 243 278 595 0 0 Incomes from Foreign Currency Exchanges 0 0 0 0 0

Total of Operations (A+B+C+D) 1,544 1,196 1,399 8,247 6,273 C. Extra-Ordinary Incomes 0 0 0 2 0Result of the Functioning 143 194 440 1,226 23 From Closed Activities and Other Changes 0 0 0 0 0

From Mistakes of Previous Exercises 0 0 0 0 0Corrections of Other Years 0 0 0 2 0Other Incomes 0 0 0 0 0

Total of Opertations 1,675 1,390 1,828 8,993 6,247D. Result of Corrected Operations 12 0 11 480 49

Total 1,687 1,390 1,839 9,473 6,296 Grand Total 1,687 1,390 1,839 9,473 6,296Sourse: Tirana Municipality.

Appendix 12.7.5 Profit and Loss Statement of Tirana Municipality

Expenditure Revenue

Payments and Personel ExpendituresPayments for Permanent Personel On Incomes, Capital Incomes Benefit

Gratuities and Other Personel Expenditures

Pension and Social Security ContributionsSocial and Health Security Contributions

Goods/materials and Other ServicesMaterials and General Office Services

State Contributions for the Social SecurityState Contributions for the Health Security

Legal Compensation Contributions

Expenditures Conected with Borrowings(Loans) 0 0 0 0 0

Other Operational Expenditures as BankCommissions 5 85 23 81 196

Other Taxes on Goods and ServicesTaxes on Trade and Inter- national Transport

Other Taxes on Trade and Domestic Transport

For Housholds' Budgets and IndividualsFrom the Enterprise and ProprietorsFrom Non-Commercial Public Enterprises

0 0

From Commercial Public EnterprisesFrom Other Enterprise and ProprietorsAdministrative Services, Secondary IncomesAdministrative and Regulatory TariffsSecondary Incomes and Service Payments

Difference of the Inventory Situation Taxes from Judiciary and Notaries OperationsFrom Goods and Sevices Sellings

0 0

Amortisation Quotas In-Kind andForeseeable Summations 0

Amortisation Quotas and ForeseeableSummations 0 0 0

0 0

Foreseeable for Financial ActivitiesExtraordinary Foreseeable Summations

Domestic Financial Expenditures ( a+b+c) From the Same Government LevelInterests for Treasury Bill and Others From the Other Government Levels

From the Social Security Institution (SSI) Special PaymentBudget 0 0 0 0 0

For Other Domestic Borrowings (Loans)Interests 0 0 0 0 0 From the Budget to Cover the Deficit of SSI and ISKSH

(Health) 0 0 0 0 0

From the Same Government Level Institutional Participation in National TaxesAdditional Financiacing from Incomes Created byDomestic System 0 0 0 190 0

0 Expected Financing from the Budget

Foreign Financing Expenditures (a+b+c+)

Expenditure from the Foreign CurrencyExchanges 0 0 0

0 0

0

0 0 From International Financing InstitutionsFrom International Institutions financingInterests 0 0 0 0 0

From Foreign Government Borrowings(Loans) Interests 0

0 0 Investments and Works in the Economy

Losses from mistakes in the previous exercise

From Other Foreign Borrowings (Loans)Interests 0 0 0

Sub-Loan of the Foreign Loan for Other Government Level

From Domestic Direct Long Term LoansShort Term Loan with State Guaranteed

Functional Incomes Definition for Investments Sub-Loan of the Foreign Loan for the Same Government Level


A12 - 10

(Million Leks)2000 2001 2002 2003 2004 2000 2001 2002 2003 2004

A. 0 0 0 0 0 A. Own Fund 207 235 292 345 401B. Current Actives 199 235 289 343 399 I. Own Funds 205 229 280 345 401

I. Intangible Fixed Assets 0 0 0 0 0 Basic Funds 205 229 280 345 401Current Tangible Assets 0 0 0 0 0 Capital from Domestic Grants 0 0 0 0 0

0 0 0 0 0 Capital from Foreign Grants 0 0 0 0 00 0 0 0 0 Current Actives in Use 0 0 0 0 0

II. Current Tangible Assets 199 235 289 343 399Soils, Terrains 20 20 21 21 21Forests, Plantations 0 0 0 0 0 II. Other Own Funds 2 7 11 0 0Buildings, General Institutions 175 202 215 215 215 Reserve Funds, Current Expenditures 0 0 0 0 0

3 14 54 105 1646 7 9 16 17

Transport Facilities 1 1 3 3 4 Incomes from Current Active Sellings 0 0 0 0 0State Reserves 0 0 0 0 0 III. Carried Over Result 0 0 0 0 0

0 0 0 0 0 IV.Other Economic Inventories 0 0 0 0 0

-5 -8 -11 -17 -22 V.Current Actives 0 0 0 0 0Capital Transfer 0 0 0 0 0 VI.Local Cost 0 0 0 0 0

0 0 0 0 0 B. Obligations 7 11 15 20 25Designated Amount 0 0 0 0 0 I. Long Term Loans 0 0 0 0 0

III. Financial Actives 0 0 0 0 0 Domestic Loans and Similar 0 0 0 0 0Loans and Sub-Loans 0 0 0 0 0 Foreign Loans 0 0 0 0 0Own Capital Participation 0 0 0 0 0 Loans without Preliminary Incash Fun 0 0 0 0 0

IV. Tangible Active Devaluation (-) 0 0 0 0 0 II. Short Term Obligations 7 11 15 20 25C. Circulating Actives 15 18 19 25 33 Partial Prepayment for Clients (Credit 0 0 0 0 0

I. 8 1 2 2 3Materials 0 0 0 0 1Situation of Inventories 8 1 2 2 2

0 0 0 0 0Products 0 0 0 0 0 State Charges and Taxes 0 0 0 0 1Goods 0 0 0 0 0Livestock in Slaughtering 0 0 0 0 0Incashed Money or at the Thirds 0 0 0 0 0 State Transfer for Natural Disaster 0 0 0 0 0

0 0 0 0 0Provision for Devaluations (-) 0 0 0 0 0

II. Incashment Requests on Debitors 7 18 17 20 25 Social Security 3 8 10 13 16Health Security 0 0 0 0 0Other social organisations 0 0 0 0 0

Clients and Other Similar Accounts 0 0 0 0 0 Other Public Institutions 0 0 0 0 00 0 0 0 0 Domestic System Institution Relations 0 0 0 0 0

State Taxes 0 0 0 0 0 Extra-System Institution Relations 0 0 0 0 0Creditors in Keeping Means 0 0 0 0 0Other Creditors 0 0 0 0 0

0 0 0 0 0 Other Obligations 0 0 0 0 07 18 17 20 25 C. Other Accounts 0 0 0 0 0

Social Security 0 0 0 0 0Health Security 0 0 0 0 0Other Social Organisations 0 0 0 0 0 Passive Converting Differencies 0 0 0 0 0Other Public Institutions 0 0 0 0 0 Incomes to Be Classified or Regulated 0 0 0 0 0

0 0 0 0 00 0 0 0 0

Other Debitors 0 0 0 0 0 Result of Practice (Balance of Credit Account) 0 6 2 4 6Other Debitor Requests 0 0 0 0 0Provisions for Devaluations (-) 0 0 0 0 0

III. Paper-Holdings (Certificates) 0 0 0 0 0Paper-Holdings 0 0 0 0 0Provisions for Devaluations (-) 0 0 0 0 0

IV. Self-Disposable Receipts 0 0 0 4 6Values to be Incashed 0 0 0 0 0Bank Accounts 0 0 0 0 0Cash 0 0 0 0 0Similar Disposable Receipts 0 0 0 4 6Other Values 0 0 0 0 0Credits and Down Payments 0 0 0 0 0Accounts in Credit Organisations 0 0 0 0 0

Other Active Accounts 0 0 0 0 0Converting Active Differences 0 0 0 0 0

0 0 0 0 0Expenditure for the Future 0 0 0 0 0

0 0 0 0 0Total of Actives 214 253 309 368 432 Total of Liabilities 214 253 309 368 432Out of Balance Sheet Accounts 0 0 0 0 0 Extra Balance Sheet Accounts 0 0 0 0 0Active Evidence 0 0 0 0 0 Passive Evidence 0 0 0 0 0Source: Kamza Municipality.


Transfer Results (Balance of Payment to Debitors)

Provision for Increase of Current Intangible Actives

Exploitations for Network of Roads, Water Supply, etc.Technical Installations, Machineries, Equipment, Tools

Slaughtering Facilities of Animals and Cattles



Domestic Institutional System RelationsForeign Institutional System Relations

Tangible (Enboddied) Current Actives Amortisation (-)

Amortization of Intangible Current Assets (-)


Taxes Collected by the State to Local GovernmentAccounts


LiabilitiesAssets

Situation of the Inventory in Process

Products, Works, Services in Process

Differences in Prices of Stored Goods

Request for Debitors on Partial Payments or Pre-payments 0 0 0 0 0

0 00 0 0

0

0 0

Supplyers and Accounts Linked withThem 0 0

Personel and Accounts Linked withThem

0

Reserves from the Current ActivesRe-evaluated 0 0

2 7 11 0

Appendix 12.7.6 Balance Sheet of Kamza Municipality

Extra-Ordinary Sub-Ventions(Provisions for Financial Support) 0 0 0 0 0

0 0

From Annual Result of Assignementfor Investments

0 0

Total Provisions for Risks andExpenditures 0 0 0 0 0

Instititution Participation for ThirdParty Investment 0

0 0 0

4 3 5 6 7

Taxes Collected by State to LocalGovernment Account 0 0 0

0 0

Other Operations with the State(Creditor) 0 0 0

0 0

0 0

0 0

Incomes to Be Registred (Evidenced) inIncoming Years 0

Incomes Incashed before the Account BeMade Clear 0 0 0

0 0


A12 - 11

(Million Leks)2000 2001 2002 2003 2004 2000 2001 2002 2003 2004

A. Exercise Expenditures 156 208 250 318 411 A. Exercise Incomes 162 215 266 336 450I. 85 106 138 178 223 I. Duty Taxes (a+b+c+d+e+f) 4 5 5 21 44

82 96 129 n.a. n.a. a) n.a. 4 4 15 39Payments with Contracts 0 0 0 n.a. n.a. - Taxes on Personal Incomes n.a. 0 0 0 0

3 10 9 n.a. n.a. - Corporation Income Tax n.a. 1 0 0 0II. Social Security Contributions 24 36 40 50 63 - Taxes on Small Business n.a. 0 0 12 29

24 36 40 50 63 - Other Duty Taxes n.a. 3 4 3 10Health Contributes 0 0 0 0 0 b) n.a. 0 0 0 0

III. 3 6 10 8 11 - From the Employed People n.a. 0 0 0 00 0 2 1 4 - From Employees n.a. 0 0 0 0

Special Materials and Services 0 0 0 3 0 - From the Selfemployed n.a. 0 0 0 0Services 0 2 2 3 4 - From the Farmers n.a. 0 0 0 0Transportation Expenditures 0 0 2 0 1 - From Voluntary Securities n.a. 0 0 0 0Travel expenditures 0 1 2 1 0 - n.a. 0 0 0 0Normal Maintenance 2 3 2 0 1 - n.a. 0 0 0 0Lease 0 0 0 0 0 c) Property Tax n.a. 1 1 6 5

0 0 0 0 0 - Real Estate Property Tax n.a. 1 1 6 5

- On the Real EstateProperty Alienation n.a. 0 0 0 0

- Other Taxes on Property n.a. 0 0 0 0d) Taxes on Goods and Services n.a. 0 0 0 0

- On Capital Gains Value n.a. 0 0 0 0IV. Different Subventions 0 0 0 0 0 - Ecsise n.a. 0 0 0 0

For Price Differences 0 0 0 0 0 - Taxes on Specific Services n.a. 0 0 0 0To Stimulate Employment 0 0 0 0 0 - Taxes on Goods n.a. 0 0 0 0Covering Losts 0 0 0 0 0 - n.a. 0 0 0 0For Individual Projects 0 0 0 0 0 e) n.a. 0 0 0 0

V. Current Domestic Transfer 41 53 64 81 114 - Customes on Imported Goods 0 0 0 0At Other Governance Levels 0 0 0 0 0 - Customes on Exported Goods n.a. 0 0 0 0At Governance Institutions 0 0 0 0 0 - n.a. 0 0 0 0At Social and Health Security 0 0 0 0 0 f) Other Duties and Taxes n.a. 0 0 0 0

40 53 64 73 99 II. Non-Taxation Incomes (a+b+c) 1 9 8 17 23 At NGOs 0 0 0 0 0 a) 0 0 0 0 0Other Domestic Transfer 1 1 0 8 15 - 0 0 0 0 0

VI. Current Foreign Transfer 0 0 0 0 0 - 0 0 0 0 0 For International Institutions 0 0 0 0 0 - 0 0 0 0 0For Foreign Governments 0 0 0 0 0 b) 1 9 8 17 23For Foreign NGOs 0 0 0 0 0 - 0 0 0 14 0Other Foreign Countries 0 0 0 0 0 - n.a. 9 8 2 23

VII. 4 7 -1 0 -1 - n.a. 0 0 0 0VIII. In-Kind Expenditures 0 0 0 0 0 - n.a. 0 0 0 0IX. - From Other Tickets n.a. 0 0 0 0

- Penalties and Sequestrations n.a. 0 0 0 0- Lease Incomes n.a. 0 0 0 0- Other Incomes n.a. 0 0 0 0

0 0 0 0 0 c) Other Non-Tax-Incomes 0 0 0 0 00 0 0 0 0 III. Current Grants (a+b) 157 201 253 297 380

B. Financial Expenditures (I+II) 0 0 0 0 0 a) Current Domestic Grant 157 201 253 297 380I. 0 0 0 0 0 - 150 189 238 37 46

a) 0 0 0 0 0 - 0 0 0 241 309- Short Term 0 0 0 0 0 -- Long Term 0 0 0 0 0

b) -

0 0 0 0 0 - 0 0 0 0 0From Other Government Level 0 0 0 0 0 -From Banking System 0 0 0 0 0

c) - 7 11 15 20 25- Other Domestic Grants 0 0 0 0 0

II. 0 0 0 0 0 b) Current Foeign Grant 0 0 0 0 0a) - From Foreign Governments 0 0 0 0 0

- 0 0 0 0 0b) IV. Change of Product Situation 0 0 0 0 0

V. In-Kind Financing 0 0 0 0 0c) VI. Investment Works and Recoverings 0 0 0 2 4

0 0 0 n.a. n.a.C. Extra-ordinary Expenditures 0 0 1 0 0 Recovering of Foreseen Money 0 0 0 n.a. n.a.

0 0 0 0 0 Drowings from Investment Section 0 0 0 n.a. n.a.Other Extra-ordinary Expenditures 0 0 1 0 0 B. Financial Incomes 0 0 0 0 0

Total of Operations (A + B + C) 157 208 251 318 411 From the Transaction Loan Interests 0 0 0 0 0D. Operation Result Correction 6 13 15 19 39 - 0 0 0 0 0

Annualyzed Income Titles 0 0 0 0 0 - 0 0 0 0 02 7 11 15 32 - 0 0 0 0 0

Budget Incomes Transfer (4% District) 0 1 1 0 1 - 0 0 0 0 0Budget Depositing of Unused Incomes 0 0 0 0 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0 0 0 0Domestic System Income Transfer 0 0 0 0 0 - Sub-Loan of Other Foreign Loans 0 0 0 0 0Other Incomes Transfer 0 0 1 0 1 Incomes from Deposit Interests 0 0 0 0 0Constant Transfer to Debitor and Similar 0 0 0 0 0 Incomes from Foreign Currency Exchanges 0 0 0 0 0

Total of Operations (D) 6 13 15 19 39 C. Extra-Ordinary Incomes 0 0 0 0 0Result of the Functioning 4 6 2 4 6 From Closed Activities and Other Changes 0 0 0 0 0

From Mistakes of Previous Exercises 0 0 0 0 0Corrections of Other Years 0 0 0 0 0Other Incomes 0 0 0 0 0

Total of Opertations 162 215 266 336 450D. Result of Corrected Operations 0 7 0 0 0

Total 162 221 266 337 450 Grand Total 162 221 266 337 450Source: Kamza Municipality.


Functional Incomes Definition for Investments

Social and Health Security Contributions


Taxes on Trade and Inter- national Transport


From Non-Commercial Public Enterprises

Administrative Services, Secondary Incomes

Secondary Incomes and Service Payments

Appendix 12.7.7 Profit and Loss Statement of Kamza Municipality

Payments and Personel Expenditures


Pension and Social Security Contributions

On Incomes, Capital Incomes BenefitPayments for Permanent Personel

RevenueExpenditure

Domestic Financial Expenditures ( a+b+c)



For Housholds' Budgets and Individuals

Expenditures Conected with Borrowings(Loans)

Other Operational Expenditures as BankCommissions

Difference of the Inventory Situation

Amortisation Quotas In-Kind andForeseeable SummationsAmortisation Quotas and ForeseeableSummations

0

0

0 0 0 0 0

0 0

0

0

Taxes from Judiciary and Notaries Operations

Institutional Participation in National Taxes

From International Financing Institutions

00 0

0

Additional Financiacing from Incomes Created byDomestic SystemExpected Financing from the Budget

Sub-Loan of the Foreign Loan for the Same Government LevelSub-Loan of the Foreign Loan for Other Government Level

Investments and Works in the Economy


Extraordinary Foreseeable Summations

Other Taxes on Goods and Services

From the Enterprise and Proprietors

From Commercial Public EnterprisesFrom Other Enterprise and Proprietors

Administrative and Regulatory Tariffs

From Goods and Sevices Sellings

Foreseeable for Financial Activities

0

0

From the Same Government LevelFrom the Other Government LevelsFrom the Social Security Institution (SSI) Special PaymentBudgetFrom the Budget to Cover the Deficit of SSI and ISKSH(Health)

0

Interests for Treasury Bill and Others

From the Same Government Level


From International Institutions financingInterestsFrom Other Foreign Borrowings (Loans)Interests

For Other Domestic Borrowings (Loans)Interests

Expenditure from the Foreign CurrencyExchanges

From Foreign Government Borrowings(Loans) Interests

0

0 0

0 0

0

00

0

0

0 0

0 0

0

0

0 0 0

0 0 0

0 0 0

0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0


A12 - 12

(1,000 Leks)2001 2002 2003 2004 2001 2002 2003 2004

A. Conditional Budget 70,432 89,279 104,579 123,144 A. Exercise Incomes 8,921 13,783 49,355 80,05248,131 66,505 76,260 90,149 Service Tariffs 962 778 675 9851,210 0 0 0 823 374 341 410

Civic Register 363 359 307 616 Income Tax 54 160 200Salary and Wages 263 309 258 545 Ownership Duty 2,875 3,926 4,775 10,801Operational Expenditures 100 50 49 71 New Residence Tax 225 159 326 167

Emergency Expenditure 0 640 0 0 Liase Tax 0 7 0348 0 0 166 License Tax 0 21 0 3,271

Salary and Wages 261 0 0 129 Table Tax 18 28 45 86Operational Expenditures 87 0 0 37 Tax on Cattles Slaughtering 4 0 0 50

11,700 11,005 14,680 15,608 Advertising Tax 2,820 3,316 640 1,2678,550 10,600 13,100 16,381 Solid Waste Tax 1,096 1,377 1,703 2,409

130 170 232 224 Material Selling Tax 0 78 0B. Grant 8,011 19,844 19,382 20,733 Tax on Land Selling 0 1,018 996 786

5,278 10,103 15,042 19,339 Tax on Construction Licens 0 2,378 34,119 44,421Salary and Wages 3,918 5,489 11,350 7,099 Hotel Tax 2 0 19 31Operational Expenditures 1,360 4,614 3,692 4,369 Business Registration Tax 42 160 76 195Social Security (601) 0 0 0 2,670 Car Registration Tax 0 0 2,349 2,500Social Security (602) 0 0 0 5,201 Transportation License 0 0 814 908

2,500 3,715 3,440 0 Coat Rent Tax 0 0 0 8233 0 0 0 Hunting tax 0 0 0 39

0 2,180 0 0 Civic Register Tax 0 0 0 300 456 900 1,394 Divorce or Joining Family T 0 0 0 110 390 0 0 Small Business Tax 0 0 0 9,9470 3,000 0 0 Other Taxes (Penalties, etc) 0 3 2,277 1,730

C. 1,956 3,281 5,721 22,608 B. Grant 79,621 103,576 105,297 114,071Salary and Wages 1,077 700 0 11,210Social Security (601) 0 0 0 1,024Operational Expenditures 879 2,581 410 10,374Operational Expenditures for Education 0 0 161 0

0 0 5,150 0D. Investments from the Budget 1,499 998 0 5,180

Comune Offices Reparations 1,499 998 0 0Mezez (village) Water-Supply and Sewag 0 0 0 4,461Yrshek, School Terrace Investment 0 0 0 719

E. Investments from Own Incomes 6,644 3,957 24,970 22,458Office Equipement 0 998 1,250 1,406Draft Project Payment 0 0 0 483Scavenging (Cleaning) 798 0 0 0Comune Road Reparations 4,065 0 21,020 11,860Comune Road Disposition 1,291 0 0 0Brisdge Construction 0 0 0 811Procurement (Car, Truck etc.) 0 980 0 2,212Watrer Well Drilling 0 0 0 1,385Emergency Expenditure 0 0 0 1,86010% WB Contracts 0 0 2,100 485F.SH.ZH (Development Albanian Fund) 490 1,979 600 1,956

Total 88,542 117,359 154,652 194,123 Total 88,542 117,359 154,652 194,123Source: Kashar Commune.

DisabilityFunerel Expenditures

Pewrsonal Expendirtures

EducationHealth

Expenditures from Own Incomes

Contracted WorksOffice EquipementComune Offices Reparations

Appendix 12.7.8 Profit and Loss Statement of Kashar Commune

Expenditure Revenue

Contracted Works

Rent House TaxEducationHealth

Deputy sector

Economic Aid

Road reconstr. And asphalting


A12 - 13

(1,000 Leks)2002 2003 2004 2005 2002 2003 2004 2005

A. 0 0 0 0 A. Own Fund 20,284 31,552 ##### 76,938B. Current Actives 19,688 30,940 44,484 76,938 I. Own Funds 20,284 24,533 0 0

I. Intangible Fixed Assets 0 0 0 0 Basic Funds 16,111 15,280 0 0Current Tangible Assets 0 0 0 0 Capital from Domestic Grants 4,174 9,252 0 0

0 0 0 0 Capital from Foreign Grants 0 0 0 00 0 0 0 Current Actives in Use 0 0 0 0

II. Current Tangible Assets 19,688 30,940 44,484 76,938Soils, Terrains 0 0 0 0Forests, Plantations 0 0 0 0 II. Other Own Funds 0 7,019 0 0Buildings, General Institutions 17,418 17,418 17,534 21,849 Reserve Funds, Current Expenditures 0 0 0 0

0 0 29,951 56,5400 0 0 300

Transport Facilities 300 300 1,300 1,300 Incomes from Current Active Sellings 0 0 0 0State Reserves 0 0 0 0 III. Carried Over Result 0 0 0 0

0 0 0 0 IV.Other Economic Inventories 1,906 1,906 2,454 4,124

-4,110 -4,955 -6,755 -7,175 V.Current Actives 4,174 16,271 0 0Capital Transfer 0 0 0 0 VI.Local Cost 0 0 0 0

0 0 0 0 B. Obligations 11,321 12,134 3,701 9,850Designated Amount 0 0 0 0 I. Long Term Loans 0 0 0 0

III. Financial Actives 0 0 0 0 Domestic Loans and Similar 0 0 0 0Loans and Sub-Loans 0 0 0 0 Foreign Loans 0 0 0 0Own Capital Participation 0 0 0 0 Loans without Preliminary Incash Fun 0 0 0 0

IV. Tangible Active Devaluation (-) 0 0 0 0 II. Short Term Obligations 11,321 12,134 3,701 9,850C. Circulating Actives 14,777 17,822 18,318 32,511 Partial Prepayment for Clients (Credit 0 0 0 0

I. 596 611 774 824Materials 0 0 0 0Situation of Inventories 596 611 774 824

0 0 0 0Products 0 0 0 0 State Charges and Taxes 1,433 1,161 632 113Goods 0 0 0 0Livestock in Slaughtering 0 0 0 0Incashed Money or at the Thirds 0 0 0 0 State Transfer for Natural Disaster 0 0 0 0

0 0 0 0Provision for Devaluations (-) 0 0 0 0

II. Incashment Requests on Debitors 14,009 12,134 3,701 9,850 Social Security 6,864 7,433 0 3,004Health Security 0 0 0 298Other social organisations 0 0 0 0

Clients and Other Similar Accounts 0 0 0 0 Other Public Institutions 0 0 0 00 0 0 0 Domestic System Institution Relations 0 0 0 0

State Taxes 0 0 0 0 Extra-System Institution Relations 0 0 0 0Creditors in Keeping Means 0 0 0 0Other Creditors 182 0 0 0

0 0 0 0 Other Obligations 0 0 0 013,090 11,215 3,701 9,850 C. Other Accounts 0 0 0 0

Social Security 0 0 0 0Health Security 0 0 0 0Other Social Organisations 0 0 0 0 Passive Converting Differencies 0 0 0 0Other Public Institutions 0 0 0 0 Incomes to Be Classified or Regulated 0 0 0 0

0 0 0 00 0 0 0

Other Debitors 919 919 0 0 Result of Practice (Balance of Credit Account) 2,860 5,077 ##### 22,662Other Debitor Requests 0 0 0 0Provisions for Devaluations (-) 0 0 0 0

III. Paper-Holdings (Certificates) 0 0 0 0Paper-Holdings 0 0 0 0Provisions for Devaluations (-) 0 0 0 0

IV. Self-Disposable Receipts 172 5,077 13,843 21,837Values to be Incashed 0 0 0 0Bank Accounts 0 0 0 0Cash 172 0 13,843 21,837Similar Disposable Receipts 0 5,077 0 0Other Values 0 0 0 0Credits and Down Payments 0 0 0 0Accounts in Credit Organisations 0 0 0 0

Other Active Accounts 0 0 0 0Converting Active Differences 0 0 0 0

0 0 0 0Expenditure for the Future 0 0 0 0

0 0 0 0Total of Actives 34,465 48,763 62,802 109,449 Total of Liabilities 34,465 48,763 ##### 109,449Out of Balance Sheet Accounts 0 0 0 0 Extra Balance Sheet Accounts 0 0 0 0Active Evidence 0 0 0 0 Passive Evidence 0 0 0 0Source: Paskuqan Commune.



Reserves from the Current ActivesRe-evaluated 0 0 0

Exploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignementfor Investments 0 7,019 0Technical Installations, Machineries, Equipment, Tools

0

Tangible (Enboddied) Current Actives Amortisation (-) Instititution Participation for ThirdParty Investment 0 0 0

Slaughtering Facilities of Animals and Cattles Extra-Ordinary Sub-Ventions(Provisions for Financial Support) 0 0

Total Provisions for Risks andExpenditures 0 0 0


Situation of the Inventory in Process Supplyers and Accounts Linked withThem 0 0 0

Personel and Accounts Linked withThem 1,933 2,631 3,068Products, Works, Services in Process


Differences in Prices of Stored Goods Other Operations with the State(Creditor) 909 909 0

Request for Debitors on Partial Payments or Pre-payments 0 0 0

Incomes to Be Registred (Evidenced) inIncoming Years



0 0

Foreign Institutional System Relations

0


Incomes Incashed before the Account BeMade Clear 0 0 0

0

0



0

0

0 0 0

Domestic Institutional System Relations

0

0

0

Appendix 12.7.9 Balance Sheet of Paskuqan Commune

0

0

6,434

0

0

0


A12 - 14

(1,000 Leks)2002 2003 2004 2005 2002 2003 2004 2005

A. Exercise Expenditures 122,060 136,493 171,519 195,630 A. Exercise Incomes 125,954 143,115 183,147 230,117I. 54,356 73,396 77,732 110,796 I. Duty Taxes (a+b+c+d+e+f) 7,991 6,342 4,996 14,630

47,325 67,339 70,943 101,405 a) 7,991 6,342 4,996 5,508Payments with Contracts 0 0 0 0 - Taxes on Personal Incomes 0 0 0 0

7,031 6,057 6,789 9,391 - Corporation Income Tax 0 0 0 0II. Social Security Contributions 17,509 17,675 44,388 30,645 - Taxes on Small Business 0 3,900 4,996 5,508

17,509 17,675 44,388 28,933 - Other Duty Taxes 0 2,442 0 0Health Contributes 0 0 0 1,712 b) 0 0 0 7,798

III. 12,066 5,327 2,827 7,576 - From the Employed People 0 0 0 7,798841 527 0 600 - From Employees 0 0 0 0

Special Materials and Services 0 0 0 0 - From the Selfemployed 0 0 0 0Services 944 100 0 300 - From the Farmers 0 0 0 0Transportation Expenditures 740 200 0 600 - From Voluntary Securities 0 0 0 0Travel expenditures 0 150 0 300 - 0 0 0 0Normal Maintenance 7,041 2,760 0 5,200 - 0 0 0 0Lease 2,000 1,300 0 400 c) Property Tax 0 0 0 0

0 0 0 - Real Estate Property Tax 0 0 0 0

- On the Real EstateProperty Alienation 0 0 0 0

- Other Taxes on Property 0 0 0 0d) Taxes on Goods and Services 0 0 0 0

- On Capital Gains Value 0 0 0 0IV. Different Subventions 0 0 0 0 - Ecsise 0 0 0 0

For Price Differences 0 0 0 0 - Taxes on Specific Services 0 0 0 0To Stimulate Employment 0 0 0 0 - Taxes on Goods 0 0 0 0Covering Losts 0 0 0 0 - 0 0 0 0For Individual Projects 0 0 0 0 e) 0 0 0 1,324

V. Current Domestic Transfer 38,037 39,856 417 640 - Customes on Imported Goods 0 0 0 0At Other Governance Levels 0 0 417 640 - Customes on Exported Goods 0 0 0 0At Governance Institutions 0 0 0 0 - 0 0 0 0At Social and Health Security 0 0 0 0 f) Other Duties and Taxes 0 0 0 0

38,037 39,856 0 0 II. Non-Taxation Incomes (a+b+c) 0 0 0 0 At NGOs 0 0 0 0 a) 0 0 0 0Other Domestic Transfer 0 0 0 0 - 0 0 0 0

VI. Current Foreign Transfer 114 254 46,318 46,023 - 0 0 0 0 For International Institutions 0 0 0 0 - 0 0 0 0For Foreign Governments 0 0 0 0 b) 0 0 0 0For Foreign NGOs 0 0 0 0 - 0 0 0 0Other Foreign Countries 0 0 0 0 - 0 0 0 0

VII. -22 -15 -163 -50 - 0 0 0 0VIII. In-Kind Expenditures 0 0 0 0 - 0 0 0 0IX. - From Other Tickets 0 0 0 0

- Penalties and Sequestrations 0 0 0 0- Lease Incomes 0 0 0 0- Other Incomes 0 0 0 0

0 0 0 0 c) Other Non-Tax-Incomes 0 0 0 00 0 0 0 III. Current Grants (a+b) 117,962 136,773 176,094 202,017

B. Financial Expenditures (I+II) 0 0 0 0 a) Current Domestic Grant 117,962 136,773 176,094 202,017I. 0 0 0 0 - 0 0 0 0

a) 0 0 0 0 - 107,732 125,548 172,273 192,090- Short Term 0 0 0 0 -- Long Term 0 0 0 0

b) -

0 0 0 0 - 0 0 120 77From Other Government Level 0 0 0 0 -From Banking System 0 0 0 0

c) - 10,230 11,225 3,701 9,850- Other Domestic Grants 0 0 0 0

II. 0 0 0 0 b) Current Foeign Grant 0 0 0 0a) - From Foreign Governments 0 0 0 0

- 0 0 0 0b) IV. Change of Product Situation 0 0 0 0

V. In-Kind Financing 0 0 0 0c) VI. Investment Works and Recoverings 0 0 2,057 13,471

0 0 0 0C. Extra-ordinary Expenditures 0 0 0 0 Recovering of Foreseen Money 0 0 0 0

0 0 0 0 Drowings from Investment Section 0 0 2,057 13,471Other Extra-ordinary Expenditures 0 0 0 0 B. Financial Incomes 0 0 0 0

Total of Operations (A + B + C) 122,060 136,493 171,519 195,630 From the Transaction Loan Interests 0 0 0 0D. Operation Result Correction 1,033 1,963 3,208 13,861 - 0 0 0 0

Annualyzed Income Titles 0 0 0 0 - 0 0 0 0692 1,947 3,045 13,811 - 0 0 0 0

Budget Incomes Transfer (4% District) 341 0 0 0 - 0 0 0 0Budget Depositing of Unused Incomes 0 0 0 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0 0 0Domestic System Income Transfer 0 0 0 0 - Sub-Loan of Other Foreign Loans 0 0 0 0Other Incomes Transfer 0 15 163 50 Incomes from Deposit Interests 0 0 0 0Constant Transfer to Debitor and Similar 0 0 0 0 Incomes from Foreign Currency Exchanges 0 0 0 0

Total of Operations (A+B+C+D) 123,094 138,455 174,727 209,491 C. Extra-Ordinary Incomes 0 0 0 0Result of the Functioning 2,860 4,659 13,843 21,837 From Closed Activities and Other Changes 0 0 0 0

From Mistakes of Previous Exercises 0 0 0 0Corrections of Other Years 0 0 0 0Other Incomes 0 0 0 0

Total of Opertations 125,954 143,115 183,147 230,117D. Result of Corrected Operations 0 0 5,423 1,211

Total 125,954 143,115 188,570 231,328 Grand Total 125,954 143,115 188,570 231,328Source: Paskuqan Commune.

Expenditure Revenue

Payments and Personel ExpendituresPayments for Permanent Personel On Incomes, Capital Incomes Benefit


Pension and Social Security ContributionsSocial and Health Security Contributions




Expenditures Conected with Borrowings(Loans) 0 0

Other Operational Expenditures as BankCommissions 500 290 0



For Housholds' Budgets and IndividualsFrom the Enterprise and ProprietorsFrom Non-Commercial Public EnterprisesFrom Commercial Public EnterprisesFrom Other Enterprise and ProprietorsAdministrative Services, Secondary IncomesAdministrative and Regulatory TariffsSecondary Incomes and Service Payments


Amortisation Quotas In-Kind andForeseeable Summations 0 0 0



Domestic Financial Expenditures ( a+b+c) From the Same Government Level

0 0 0

Interests for Treasury Bill and Others From the Other Government LevelsFrom the Social Security Institution (SSI) Special PaymentBudget 0

0 0 0 From the Budget to Cover the Deficit of SSI and ISKSH(Health)

Expected Financing from the Budget

From the Same Government Level Institutional Participation in National TaxesAdditional Financiacing from Incomes Created byDomestic System

Expenditure from the Foreign CurrencyExchanges 0 0 0

Foreign Financing Expenditures (a+b+c+)From Foreign Government Borrowings(Loans) Interests 0 0 0 From International Financing InstitutionsFrom International Institutions financingInterests 0 0 0 0

Investments and Works in the Economy



0From Other Foreign Borrowings (Loans)Interests 0 0 0

Functional Incomes Definition for Investments Sub-Loan of the Foreign Loan for the Same Government LevelSub-Loan of the Foreign Loan for Other Government Level

0

176

0

0

0

0

0

0

0

0

Appendix 12.7.10 Profit and Loss Statement of Paskuqan Commune

0 00

0 0



A12 - 15

(1,000 Leks)2002 2003 2004 2002 2003 2004

A. 0 0 0 A. Own Fund 4,340 5,656 15,411B. Current Actives 4,089 5,195 14,810 I. Own Funds 4,340 5,656 15,411

I. Intangible Fixed Assets 0 0 0 Basic Funds 4,340 5,656 15,411Current Tangible Assets 0 0 0 Capital from Domestic Grants 0 0 0

0 0 0 Capital from Foreign Grants 0 0 00 0 0 Current Actives in Use 0 0 0

II. Current Tangible Assets 4,089 5,195 14,810Soils, Terrains 0 0 0Forests, Plantations 0 0 0 II. Other Own Funds 0 0 0Buildings, General Institutions 4,098 4,098 4,098 Reserve Funds, Current Expenditures 0 0 0

0 1,242 11,128305 305 505

Transport Facilities 0 0 0 Incomes from Current Active Sellings 0 0 0State Reserves 0 0 0 III. Carried Over Result 0 0 0

0 0 0 IV.Other Economic Inventories 0 0 0

-314 -450 -921 V.Current Actives 0 0 0Capital Transfer 0 0 0 VI.Local Cost 0 0 0

0 0 0 B. Obligations 1,249 1,669 1,728Designated Amount 0 0 0 I. Long Term Loans 0 0 0

III. Financial Actives 0 0 0 Domestic Loans and Similar 0 0 0Loans and Sub-Loans 0 0 0 Foreign Loans 0 0 0Own Capital Participation 0 0 0 Loans without Preliminary Incash Fun 0 0 0

IV. Tangible Active Devaluation (-) 0 0 0 II. Short Term Obligations 1,249 1,669 1,728C. Circulating Actives 1,540 4,420 5,461 Partial Prepayment for Clients (Credit 0 0 0

I. 251 461 601Materials 0 0 0Situation of Inventories 250 461 601

0 0 0Products 0 0 0 State Charges and Taxes 73 105 108Goods 0 0 0Livestock in Slaughtering 0 0 0Incashed Money or at the Thirds 0 0 0 State Transfer for Natural Disaster 0 0 0

0 0 0Provision for Devaluations (-) 0 0 0

II. Incashment Requests on Debitors 1,289 1,669 1,728 Social Security 596 793 764Health Security 0 0 0Other social organisations 0 0 0

Clients and Other Similar Accounts 0 0 Other Public Institutions 0 0 00 0 Domestic System Institution Relations 0 0 0

State Taxes 0 0 Extra-System Institution Relations 0 0 0Creditors in Keeping Means 0 0 0Other Creditors 0 0 0

0 0 Other Obligations 0 0 01,289 1,668 1,728 C. Other Accounts 0 0 0

Social Security 0 0 0Health Security 0 0 0Other Social Organisations 0 0 0 Passive Converting Differencies 0 0 0Other Public Institutions 0 0 0 Incomes to Be Classified or Regulated 0 0 0

0 0 00 0 0

Other Debitors 0 0 0 Result of Practice (Balance of Credit Account) 40 2,290 3,132Other Debitor Requests 0 0 0Provisions for Devaluations (-) 0 0 0

III. Paper-Holdings (Certificates) 0 0 0Paper-Holdings 0 0 0Provisions for Devaluations (-) 0 0 0

IV. Self-Disposable Receipts 0 2,290 3,132Values to be Incashed 0 0 0Bank Accounts 0 0 0Cash 0 0 0Similar Disposable Receipts 0 2,290 3,132Other Values 0 0 0Credits and Down Payments 0 0 0Accounts in Credit Organisations 0 0 0

Other Active Accounts 0 0 0Converting Active Differences 0 0 0

0 0 0Expenditure for the Future 0 0 0

0 0 0Total of Actives 5,629 9,615 20,271 Total of Liabilities 5,629 9,615 20,271Out of Balance Sheet Accounts 0 0 0 Extra Balance Sheet Accounts 0 0 0Active Evidence 0 0 0 Passive Evidence 0 0 0Source: Berxulle Commune.



0 0 0

Domestic Institutional System Relations Incomes Incashed before the Account BeMade Clear 0 0 0Foreign Institutional System Relations

Other Operations with the State (Debitors)Incomes to Be Registred (Evidenced) inIncoming Years

0 0

State Transfer for Natural Disasters



0 0 0

Request for Debitors on Partial Payments or Pre-payments 0 0

Differences in Prices of Stored Goods Other Operations with the State(Creditor)

770 856Products, Works, Services in Process


Personel and Accounts Linked withThem 580

0 0


Situation of the Inventory in Process Supplyers and Accounts Linked withThem 0 0 0

Total Provisions for Risks andExpenditures 0

0 0 0

Tangible (Enboddied) Current Actives Amortisation (-) Instititution Participation for ThirdParty Investment 0 0 0

Slaughtering Facilities of Animals and Cattles Extra-Ordinary Sub-Ventions(Provisions for Financial Support)

0 0 0Technical Installations, Machineries, Equipment, ToolsExploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignement

for Investments

0 0 0


Reserves from the Current ActivesRe-evaluated

Appendix 12.7.11 Balance Sheet of Berxulle Commune



A12 - 16

(1,000 Leks)2002 2003 2004 2002 2003 2004

A. Exercise Expenditures 29,876 43,200 55,035 A. Exercise Incomes 36,195 46,073 53,710I. 20,439 26,735 29,594 I. Duty Taxes (a+b+c+d+e+f) 305 3,515 5,457

19,175 25,067 26,841 a) 189 875 2,171Payments with Contracts 142 0 571 - Taxes on Personal Incomes 95 0 0

1,122 1,668 2,182 - Corporation Income Tax 0 0 0II. Social Security Contributions 6,192 7,135 7,759 - Taxes on Small Business 94 875 2,171

6,192 7,135 7,759 - Other Duty Taxes 0 0 0Health Contributes 0 0 0 b) 0 0 0

III. 3,246 3,451 10,129 - From the Employed People 0 0 0170 0 654 - From Employees 0 0 0

Special Materials and Services 0 370 659 - From the Selfemployed 0 0 0Services 0 200 4,320 - From the Farmers 0 0 0Transportation Expenditures 61 300 150 - From Voluntary Securities 0 0 0Travel expenditures 78 840 661 - 0 0 0Normal Maintenance 2,936 1,340 3,142 - 0 0 0Lease 0 0 187 c) Property Tax 116 2,640 3,286

0 0 - Real Estate Property Tax 116 2,640 3,286

- On the Real EstateProperty Alienation 0 0 0

- Other Taxes on Property 0 0 0d) Taxes on Goods and Services 0 0 0

- On Capital Gains Value 0 0 0IV. Different Subventions 0 0 0 - Ecsise 0 0 0

For Price Differences 0 0 0 - Taxes on Specific Services 0 0 0To Stimulate Employment 0 0 0 - Taxes on Goods 0 0 0Covering Losts 0 0 0 - 0 0 0For Individual Projects 0 0 0 e) 0 0 0

V. Current Domestic Transfer 0 6,090 7,693 - Customes on Imported Goods 0 0 0At Other Governance Levels 0 0 0 - Customes on Exported Goods 0 0 0At Governance Institutions 0 0 0 - 0 0 0At Social and Health Security 0 0 0 f) Other Duties and Taxes 0 0 0

0 5,914 7,436 II. Non-Taxation Incomes (a+b+c) 0 0 0 At NGOs 0 0 0 a) 0 0 0Other Domestic Transfer 0 175 257 - 0 0 0

VI. Current Foreign Transfer 0 0 0 - 0 0 0 For International Institutions 0 0 0 - 0 0 0For Foreign Governments 0 0 0 b) 0 0 0For Foreign NGOs 0 0 0 - 0 0 0Other Foreign Countries 0 0 0 - 0 0 0

VII. 0 -211 -140 - 0 0 0VIII. In-Kind Expenditures 0 0 0 - 0 0 0IX. - From Other Tickets 0 0 0

- Penalties and Sequestrations 0 0 0- Lease Incomes 0 0 0- Other Incomes 0 0 0

0 0 0 c) Other Non-Tax-Incomes 0 0 00 0 0 III. Current Grants (a+b) 35,850 42,518 45,963

B. Financial Expenditures (I+II) 0 0 0 a) Current Domestic Grant 35,850 42,518 45,963I. 0 0 0 - 0 175 257

a) 0 0 0 - 34,601 40,661 43,962- Short Term 0 0 0 -- Long Term 0 0 0

b) -

0 0 0 - 0 13 16From Other Government Level 0 0 0 -From Banking System 0 0 0

c) - 1,249 1,668 1,728- Other Domestic Grants 0 0 0

II. 0 0 0 b) Current Foeign Grant 0 0 0a) - From Foreign Governments 0 0 0

- 0 0 0b) IV. Change of Product Situation 0 0 0

V. In-Kind Financing 0 0 0c) VI. Investment Works and Recoverings 40 40 2,290

0 0 0C. Extra-ordinary Expenditures 0 0 0 Recovering of Foreseen Money 0 0 0

0 0 0 Drowings from Investment Section 40 40 2,290Other Extra-ordinary Expenditures 0 0 0 B. Financial Incomes 0 0 0

Total of Operations (A + B + C) 29,876 43,200 55,035 From the Transaction Loan Interests 0 0 0D. Operation Result Correction 52 1,452 182 - 0 0 0

Annualyzed Income Titles 0 0 0 - 0 0 00 1,242 0 - 0 0 0

Budget Incomes Transfer (4% District) 0 0 2 - 0 0 0Budget Depositing of Unused Incomes 0 0 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0 0Domestic System Income Transfer 0 0 0 - Sub-Loan of Other Foreign Loans 0 0 0Other Incomes Transfer 0 211 180 Incomes from Deposit Interests 0 0 0Constant Transfer to Debitor and Similar 52 0 0 Incomes from Foreign Currency Exchanges 0 0 0

Total of Operations (D) 52 1,452 182 C. Extra-Ordinary Incomes 0 0 0Result of the Functioning 40 2,290 3,132 From Closed Activities and Other Changes 0 0 0

From Mistakes of Previous Exercises 0 0 0Corrections of Other Years 0 0 0Other Incomes 0 0 0

Total of Opertations 36,195 46,073 53,710D. Result of Corrected Operations 0 0 0

Total 29,968 46,942 58,349 Grand Total 36,195 46,073 53,710Source: Berxull Commune.






From Other Foreign Borrowings (Loans)Interests 0

0 0 From International Financing InstitutionsFrom International Institutions financingInterests 0 0 0

From Foreign Government Borrowings(Loans) Interests 0

0 0 Expected Financing from the Budget


Expenditure from the Foreign CurrencyExchanges 0

0 0 0


00 0 From the Budget to Cover the Deficit of SSI and ISKSH(Health)

For Other Domestic Borrowings (Loans)Interests 0

0 0

0 0

0

Interests for Treasury Bill and Others From the Other Government LevelsFrom the Social Security Institution (SSI) Special PaymentBudget


Domestic Financial Expenditures ( a+b+c) From the Same Government Level

From Goods and Sevices Sellings

0 0


Amortisation Quotas In-Kind andForeseeable Summations 0

Administrative Services, Secondary IncomesAdministrative and Regulatory TariffsSecondary Incomes and Service Payments

Difference of the Inventory Situation Taxes from Judiciary and Notaries Operations

From the Enterprise and ProprietorsFrom Non-Commercial Public EnterprisesFrom Commercial Public EnterprisesFrom Other Enterprise and Proprietors



For Housholds' Budgets and Individuals

Other Operational Expenditures as BankCommissions 0

State Contributions for the Health Security


Expenditures Conected with Borrowings(Loans) 0 0

400 356

Social and Health Security ContributionsGoods/materials and Other ServicesMaterials and General Office Services

State Contributions for the Social Security

Payments for Permanent Personel On Incomes, Capital Incomes Benefit



Appendix 12.7.12 Profit and Loss Statement of Berxull Commune

Expenditure Revenue



A12 - 17

(1,000 Leks)2003 2004 2003 2004

A. 0 0 A. Own Fund 4,762 8,582B. Current Actives 4,080 7,270 I. Own Funds 4,762 7,046

I. Intangible Fixed Assets 0 0 Basic Funds 3,277 2,889Current Tangible Assets 0 0 Capital from Domestic Grants 1,485 4,156

0 0 Capital from Foreign Grants 0 00 0 Current Actives in Use 0 0

II. Current Tangible Assets 4,080 7,270Soils, Terrains 0 0Forests, Plantations 0 0 II. Other Own Funds 0 0Buildings, General Institutions 106 106 Reserve Funds, Current Expenditures 0 0

0 00 0

Transport Facilities 849 849 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 0 1,536

0 0 IV.Other Economic Inventories 2,204 2,319

-564 -931 V.Current Actives 1,485 4,926Capital Transfer 0 0 VI.Local Cost 0 0

0 0 B. Obligations 1,027 1,981Designated Amount 0 0 I. Long Term Loans 0 0

III. Financial Actives 0 0 Domestic Loans and Similar 0 0Loans and Sub-Loans 0 0 Foreign Loans 0 0Own Capital Participation 0 0 Loans without Preliminary Incash Fun 0 0

IV. Tangible Active Devaluation (-) 0 0 II. Short Term Obligations 1,027 1,981C. Circulating Actives 7,677 7,558 Partial Prepayment for Clients (Credit 0 0

I. 682 546Materials 180 105Situation of Inventories 502 441

0 0Products 0 0 State Charges and Taxes 62 106Goods 0 0Livestock in Slaughtering 0 0Incashed Money or at the Thirds 0 0 State Transfer for Natural Disaster 0 0

0 0Provision for Devaluations (-) 0 0

II. Incashment Requests on Debitors 574 567 Social Security 194 201Health Security 79 73Other social organisations 0 0

Clients and Other Similar Accounts 0 0 Other Public Institutions 0 00 0 Domestic System Institution Relations 0 0

State Taxes 0 0 Extra-System Institution Relations 0 0Creditors in Keeping Means 0 0Other Creditors 1 1

0 0 Other Obligations 454 645574 567 C. Other Accounts 236 0

Social Security 0 0Health Security 0 0Other Social Organisations 0 0 Passive Converting Differencies 0 0Other Public Institutions 0 0 Incomes to Be Classified or Regulated 0 0

0 00 0

Other Debitors 0 0 Result of Practice (Balance of Credit Account) 5,731 4,264Other Debitor Requests 0 0Provisions for Devaluations (-) 0 0

III. Paper-Holdings (Certificates) 0 0Paper-Holdings 0 0Provisions for Devaluations (-) 0 0

IV. Self-Disposable Receipts 6,420 6,444Values to be Incashed 0 0Bank Accounts 0 0Cash 0 0Similar Disposable Receipts 5,731 5,800Other Values 689 645Credits and Down Payments 0 0Accounts in Credit Organisations 0 0

Other Active Accounts 0 0Converting Active Differences 0 0

0 0Expenditure for the Future 0 0

0 0Total of Actives 11,756 14,828 Total of Liabilities 11,756 14,827Out of Balance Sheet Accounts 0 0 Extra Balance Sheet Accounts 0 0Active Evidence 0 0 Passive Evidence 0 0Source: Tirana Mini Municipality No.1.



236 0

Domestic Institutional System Relations Incomes Incashed before the Account BeMade Clear 0 0Foreign Institutional System Relations


0 0




0 0



217 186Products, Works, Services in Process

Taxes Collected by State to LocalGovernment Account 0 0

Personel and Accounts Linked withThem

0 0


Situation of the Inventory in Process Supplyers and Accounts Linked withThem 21 770

Total Provisions for Risks andExpenditures

0 0

Tangible (Enboddied) Current Actives Amortisation (-) Instititution Participation for ThirdParty Investment 0 0


0 0Technical Installations, Machineries, Equipment, ToolsExploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignement

for Investments

0 0



Appendix 12.7.13 Balance Sheet of Tirana Mini Municipality No.1



A12 - 18

(1,000 Leks)2003 2004 2003 2004

A. Exercise Expenditures 61,019 74,603 A. Exercise Incomes 66,314 80,275I. 14,137 9,970 I. Duty Taxes (a+b+c+d+e+f) 0 0

11,329 8,131 a) 0 0Payments with Contracts 0 0 - Taxes on Personal Incomes 0 0

2,807 1,840 - Corporation Income Tax 0 0II. Social Security Contributions 2,094 3,411 - Taxes on Small Business 0 0

2,094 2,520 - Other Duty Taxes 0 0Health Contributes 0 891 b) 0 0

III. 2,291 6,102 - From the Employed People 0 0669 n.a. - From Employees 0 0

Special Materials and Services 142 n.a. - From the Selfemployed 0 0Services 571 n.a. - From the Farmers 0 0Transportation Expenditures 716 n.a. - From Voluntary Securities 0 0Travel expenditures 0 n.a. - 0 0Normal Maintenance 0 n.a. - 0 0Lease 0 n.a. c) Property Tax 0 0

0 n.a. - Real Estate Property Tax 0 0- 0 0- Other Taxes on Property 0 0

d) Taxes on Goods and Services 0 0- On Capital Gains Value 0 0

IV. Different Subventions 0 0 - Ecsise 0 0For Price Differences 0 0 - Taxes on Specific Services 0 0To Stimulate Employment 0 0 - Taxes on Goods 0 0Covering Losts 0 0 - 0 0For Individual Projects 0 0 e) 0 0

V. Current Domestic Transfer 42,570 54,938 - Customes on Imported Goods 0 0At Other Governance Levels 0 0 - Customes on Exported Goods 0 0At Governance Institutions 0 0 - 0 0At Social and Health Security 0 0 f) Other Duties and Taxes 0 0

41,650 54,207 II. Non-Taxation Incomes (a+b+c) 2,883 1,320 At NGOs 0 0 a) 0 0Other Domestic Transfer 920 732 - 0 0

VI. Current Foreign Transfer 0 0 - 0 0 For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 2,883 1,320For Foreign NGOs 0 0 - 0 0Other Foreign Countries 0 0 - 2,882 1,320

VII. -74 181 - 0 0VIII. In-Kind Expenditures 0 0 - 0 0IX. - From Other Tickets 0 0

- Penalties and Sequestrations 0 0- Lease Incomes 0 0- Other Incomes 0 0

0 0 c) Other Non-Tax-Incomes 0 00 0 III. Current Grants (a+b) 62,942 73,224

B. Financial Expenditures (I+II) 0 0 a) Current Domestic Grant 62,942 73,224I. 0 0 - 56,324 72,658

a) 0 0 - 5,880 0- Short Term 0 0 -- Long Term 0 0

b) -

0 0 - 164 0From Other Government Level 0 0 -From Banking System 0 0

c) - 574 567- Other Domestic Grants 0 0

II. 0 0 b) Current Foeign Grant 0 0a) - From Foreign Governments 0 0

- 0 0b) IV. Change of Product Situation 0 0

V. In-Kind Financing 0 0c) VI. Investment Works and Recoverings 489 5,731

0 0C. Extra-ordinary Expenditures 0 0 Recovering of Foreseen Money 0 0

0 0 Drowings from Investment Section 489 5,731Other Extra-ordinary Expenditures 0 0 B. Financial Incomes 0 0

Total of Operations (A + B + C) 61,019 74,603 From the Transaction Loan Interests 0 0D. Operation Result Correction 74 620 - 0 0

Annualyzed Income Titles 0 0 - 0 00 202 - 0 0

Budget Incomes Transfer (4% District) 0 418 - 0 0Budget Depositing of Unused Incomes 0 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0Domestic System Income Transfer 0 0 - Sub-Loan of Other Foreign Loans 0 0Other Incomes Transfer 74 0 Incomes from Deposit Interests 0 0Constant Transfer to Debitor and Similar 0 0 Incomes from Foreign Currency Exchanges 0 0

Total of Operations (A+B+C+D) 61,093 75,223 C. Extra-Ordinary Incomes 0 0Result of the Functioning 5,731 5,800 From Closed Activities and Other Changes 0 0

From Mistakes of Previous Exercises 0 0Corrections of Other Years 0 0Other Incomes 0 0

Total of Opertations 66,314 80,275D. Result of Corrected Operations 510 748

Total 66,823 81,023 Grand Total 66,823 81,023Source: Tirana Mini Municipality No.1.


n.a.

n.a.

On the Real Estate Property Alienation


Secondary Incomes and Service Payments


From the Budget to Cover the Deficit of SSI and ISKSH(Health)




From Other Foreign Borrowings (Loans)Interests

0 0 From International Financing InstitutionsFrom International Institutions financingInterests 0 0

From Foreign Government Borrowings(Loans) Interests

0 0 Expected Financing from the Budget


Expenditure from the Foreign CurrencyExchanges

0 0



0 0

Interests for Treasury Bill and Others From the Other Government LevelsFrom the Social Security Institution (SSI) Special PaymentBudget

0 00 0


Domestic Financial Expenditures ( a+b+c) From the Same Gov ernment Level

0 0

Amortisation Quotas and ForeseeableSummations 0 0

Amortisation Quotas In-Kind andForeseeable Summations


From Commercial Public EnterprisesFrom Other Enterprise and ProprietorsAdministrative Services, Secondary IncomesAdministrative and Regulatory Tariffs

For Housholds' Budgets and IndividualsFrom the Enterprise and ProprietorsFrom Non-Commercial Public Enterprises

194


Other Operational Expenditures as BankCommissions


Legal Compensation ContributionsExpenditures Conected with Borrowings(Loans) 0






Appendix 12.7.14 Profit and Loss Statement of Tirana Mini Municipality No.1

Expenditure Revenue



A12 - 19

(1,000 Leks)2003 2004 2003 2004

A. 0 0 A. Own Fund n.a. n.a.B. Current Actives 3,121 4,185 I. Own Funds n.a. n.a.

I. Intangible Fixed Assets 0 0 Basic Funds n.a. n.a.Current Tangible Assets 0 0 Capital from Domestic Grants n.a. n.a.

0 0 Capital from Foreign Grants n.a. n.a.0 0 Current Actives in Use n.a. n.a.

II. Current Tangible Assets 3,121 4,185Soils, Terrains 0 0Forests, Plantations 0 0 II. Other Own Funds n.a. n.a.Buildings, General Institutions 256 256 Reserve Funds, Current Expenditures n.a. n.a.

670 670668 1,870

Transport Facilities 980 980 Incomes from Current Active Sellings n.a. n.a.State Reserves 0 0 III. Carried Over Result n.a. n.a.


-1,215 -1,778 V.Current Actives 0 0Capital Transfer 0 0 VI.Local Cost 0 0

0 0 B. Obligations n.a. n.a.Designated Amount 0 0 I. Long Term Loans n.a. n.a.

III. Financial Actives 0 0 Domestic Loans and Similar n.a. n.a.Loans and Sub-Loans 0 0 Foreign Loans n.a. n.a.Own Capital Participation 0 0 Loans without Preliminary Incash Fun n.a. n.a.

IV. Tangible Active Devaluation (-) 0 0 II. Short Term Obligations n.a. n.a.C. Circulating Actives 6,343 4,628 Partial Prepayment for Clients (Credit n.a. n.a.


0 0Products 0 0 State Charges and Taxes n.a. n.a.Goods 0 0Livestock in Slaughtering 0 0Incashed Money or at the Thirds 0 0 State Transfer for Natural Disaster n.a. n.a.


II. Incashment Requests on Debitors 639 665 Social Security n.a. n.a.Health Security n.a. n.a.Other social organisations n.a. n.a.

Clients and Other Similar Accounts 0 0 Other Public Institutions n.a. n.a.0 0 Domestic System Institution Relations n.a. n.a.

State Taxes 0 0 Extra-System Institution Relations n.a. n.a.Creditors in Keeping Means n.a. n.a.Other Creditors n.a. n.a.

0 0 Other Obligations n.a. n.a.639 665 C. Other Accounts n.a. n.a.

Social Security 0 0Health Security 0 0Other Social Organisations 0 0 Passive Converting Differencies n.a. n.a.Other Public Institutions 0 0 Incomes to Be Classified or Regulated n.a. n.a.

0 00 0

Other Debitors 0 0 Result of Practice (Balance of Credit Account) n.a. n.a.Other Debitor Requests 0 0Provisions for Devaluations (-) 0 0


IV. Self-Disposable Receipts 5,696 3,955Values to be Incashed 0 0Bank Accounts 0 0Cash 1 0Similar Disposable Receipts 4,076 2,922Other Values 1,619 1,033Credits and Down Payments 0 0Accounts in Credit Organisations 0 0



0 0Total of Actives 9,463 8,812 Total of Liabilities n.a. n.a.Out of Balance Sheet Accounts 0 0 Extra Balance Sheet Accounts n.a. n.a.Active Evidence 0 0 Passive Evidence n.a. n.a.Source: Tirana Mini Municipality No.2.



n.a. n.a.

n.a. n.a.

n.a. n.a.

n.a. n.a.

Domestic Institutional System Relations Incomes Incashed before the Account BeMade ClearForeign Institutional System Relations

n.a.

n.a.


Taxes Collected by the State to Local GovernmentAccounts 0 0

n.a.

n.a. n.a.

n.a. n.a.

n.a.

n.a. n.a.

n.a. n.a.



n.a.

Personel and Accounts Linked withThemProducts, Works, Services in Process

Situation of the Inventory in Process Supplyers and Accounts Linked withThem

Taxes Collected by State to LocalGovernment Account


n.a.




Tangible (Enboddied) Current Actives Amortisation (-) Instititution Participation for ThirdParty Investment


Exploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignementfor InvestmentsTechnical Installations, Machineries, Equipment, Tools






A12 - 20

(1,000 Leks)2003 2004 2003 2004


8,596 9,302 a) 0 0Payments with Contracts 2,858 0 - Taxes on Personal Incomes 0 0

0 1,874 - Corporation Income Tax 0 0II. Social Security Contributions 2,176 2,434 - Taxes on Small Business 0 0


III. 3,554 7,513 - From the Employed People 0 01,532 1,778 - From Employees 0 0

Special Materials and Services 0 0 - From the Selfemployed 0 0Services 1,390 1,216 - From the Farmers 0 0Transportation Expenditures 514 497 - From Voluntary Securities 0 0Travel expenditures 0 598 - 0 0Normal Maintenance 49 361 - 0 0Lease 0 162 c) Property Tax 0 0

0 0 - Real Estate Property Tax 0 0- 0 0- Other Taxes on Property 0 0




52,821 66,917 II. Non-Taxation Incomes (a+b+c) 0 1,622 At NGOs 0 0 a) 0 0Other Domestic Transfer 626 2,400 - 0 0

VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 0 1,622For Foreign NGOs 0 0 - 0 1,622Other Foreign Countries 0 0 - 0 0

VII. 0 9,586 - 0 0VIII. In-Kind Expenditures 1,468 0 - 0 0IX. - From Other Tickets 0 0



B. Financial Expenditures (I+II) 0 0 a) Current Domestic Grant 5,401 88,650I. 0 0 - 0 87,823


b) -








Total of Operations (A + B + C) 72,099 100,026 From the Transaction Loan Interests 0 0D. Operation Result Correction 0 1,427 - 0 0



Total of Operations (A+B+C+D) 72,099 101,453 C. Extra-Ordinary Incomes 0 0Result of the Functioning 0 887 From Closed Activities and Other Changes 0 0


Total of Opertations 6,119 98,753D. Result of Corrected Operations 65,980 3,586






From Other Foreign Borrowings (Loans)Interests 0 0 Investments and Works in the Economy

From International Financing InstitutionsFrom International Institutions financingInterests 0 0

Foreign Financing Expenditures (a+b+c+)From Foreign Government Borrowings(Loans) Interests 0 0

0

Expenditure from the Foreign CurrencyExchanges 0 0 Expected Financing from the Budget

From the Same Government Level Institutional Participation in National TaxesAdditional Financiacing from Incomes Created byDomestic System 0

From the Social Security Institution (SSI) Special PaymentBudget 0 0

For Other Domestic Borrowings (Loans)Interests 0 0 From the Budget to Cover the Deficit of SSI and ISKSH

(Health) 0 0


Domestic Financial Expenditures ( a+b+c) From the Same Gov ernment LevelInterests for Treasury Bill and Others From the Other Government Levels



From Goods and Sevices SellingsAmortisation Quotas In-Kind andForeseeable Summations 0 0

Administrative and Regulatory TariffsSecondary Incomes and Service Payments


From Non-Commercial Public EnterprisesFrom Commercial Public EnterprisesFrom Other Enterprise and ProprietorsAdministrative Services, Secondary Incomes



For Housholds' Budgets and IndividualsFrom the Enterprise and Proprietors

Other Operational Expenditures as BankCommissions 68 2,901



Legal Compensation ContributionsExpenditures Conected with Borrowings(Loans) 0 0 On the Real Estate Property Alienation







Expenditure Revenue



A12 - 21

(1,000 Leks)2003 2004 2003 2004


I. Intangible Fixed Assets 0 0 Basic Funds 6,686 10,403Current Tangible Assets 0 0 Capital from Domestic Grants 200 200



2,167 4,5992,284 2,790

Transport Facilities 925 665 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 0 1,000

0 0 IV.Other Economic Inventories 707 1,878

-210 -344 V.Current Actives 0 0Capital Transfer 900 900 VI.Local Cost 0 0


III. Financial Actives 0 0 Domestic Loans and Similar 0 0Loans and Sub-Loans 0 0 Foreign Loans 0 0Own Capital Participation 0 0 Loans without Preliminary Incash Fun 0 0

IV. Tangible Active Devaluation (-) 0 0 II. Short Term Obligations 1,427 1,370C. Circulating Actives 4,275 5,105 Partial Prepayment for Clients (Credit 0 0









0 00 0







0 0

0 0

0 0

0 0

0 0

417 627

0 0



0 0

0 0

0 0

0 0


Domestic Institutional System Relations Incomes Incashed before the Account BeMade ClearForeign Institutional System Relations





Personel and Accounts Linked withThemProducts, Works, Services in Process

Taxes Collected by State to LocalGovernment Account




Situation of the Inventory in Process Supplyers and Accounts Linked withThem


Tangible (Enboddied) Current Actives Amortisation (-) Instititution Participation for ThirdParty Investment



Exploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignementfor InvestmentsTechnical Installations, Machineries, Equipment, Tools




A12 - 22

(1,000 Leks)2003 2004 2003 2004





III. 2,689 5,358 - From the Employed People 0 0735 569 - From Employees 0 0

Special Materials and Services 0 0 - From the Selfemployed 0 0Services 801 1,300 - From the Farmers 0 0Transportation Expenditures 491 465 - From Voluntary Securities 0 0Travel expenditures 0 0 - 0 0Normal Maintenance 0 0 - 0 0Lease 0 0 c) Property Tax 0 0





46,131 59,749 II. Non-Taxation Incomes (a+b+c) 2,133 459 At NGOs 0 0 a) 0 0Other Domestic Transfer 566 0 - 0 0

VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 2,133 459For Foreign NGOs 0 0 - 2,133 459Other Foreign Countries 0 0 - 0 0





a) 0 0 - 0 0- Short Term 0 0 -- Long Term 0 0

b) -






















0





(Health) 0 0






















Expenditure Revenue



A12 - 23

(1,000 Leks)2003 2004 2003 2004





45 4546 0

Transport Facilities 1,195 795 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 37 398


-500 -588 V.Current Actives 7,352 10,312Capital Transfer 0 0 VI.Local Cost 0 0


III. Financial Actives 0 0 Domestic Loans and Similar 0 0Loans and Sub-Loans 0 0 Foreign Loans 0 0Own Capital Participation 0 0 Loans without Preliminary Incash Fund 0 0

IV. Tangible Active Devaluation (-) 0 0 II. Short Term Obligations 2,205 2,675C. Circulating Actives 6,618 6,868 Partial Prepayment for Clients (Credito 0 0




II. Incashment Requests on Debitors 790 1,037 Social Security 67 0Health Security 185 209Other social organisations 0 0



0 0 Other Obligations 1,117 1,638790 1,037 C. Other Accounts 0 0


0 00 0










Other Operations with the State (Debitors)Incomes to Be Registred (Evidenced) inIncoming Years 0 0






Differences in Prices of Stored Goods Other Operations with the State(Creditor) 0 0

Personel and Accounts Linked withThem 517 775Products, Works, Services in Process


Total Provisions for Risks andExpenditures 0 0




0

Exploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignementfor Investments 0 0Technical Installations, Machineries, Equipment, Tools


Reserves from the Current ActivesRe-evaluated 0




A12 - 24

(1,000 Leks)2003 2004 2003 2004





III. 2,359 8,030 - From the Employed People 0 0300 450 - From Employees 0 0

Special Materials and Services 302 300 - From the Selfemployed 0 0Services 944 1,144 - From the Farmers 0 0Transportation Expenditures 325 355 - From Voluntary Securities 0 0Travel expenditures 70 110 - 0 0Normal Maintenance 298 1,350 - 0 0Lease 40 0 c) Property Tax 0 0

0 4,080 - Real Estate Property Tax 0 0- 0 0- Other Taxes on Property 0 0





VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 4,267 1,480For Foreign NGOs 0 0 - 4,267 1,480Other Foreign Countries 0 0 - 0 0

VII. 232 79 - 0 0VIII. In-Kind Expenditures 0 0 - 0 0IX. - From Other Tickets 0 0




a) 0 0 - 8,731 2,742- Short Term 0 0 -- Long Term 0 0

b) -


c) - 790 1,037- Other Domestic Grants 0 0




















0





(Health) 0 0












Other Operational Expenditures as BankCommissions 80 241










Expenditure Revenue



A12 - 25

(1,000 Leks)2003 2004 2003 2004




II. Current Tangible Assets 14,376 18,203Soils, Terrains 0 0Forests, Plantations 0 0 II. Other Own Funds 5,687 5,864Buildings, General Institutions 0 0 Reserve Funds, Current Expenditures 0 0

0 01,758 2,582

Transport Facilities 750 750 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 0 0


-602 -1,296 V.Current Actives 10,287 13,184Capital Transfer 0 0 VI.Local Cost 0 0

0 0 B. Obligations 1,284 994Designated Amount 0 0 I. Long Term Loans 0 0


IV. Tangible Active Devaluation (-) 0 0 II. Short Term Obligations 1,284 994C. Circulating Actives 6,119 2,426 Partial Prepayment for Clients (Credito 0 0







0 0 Other Obligations 0 0825 671 C. Other Accounts 1,308 1,415


0 00 0

Other Debitors 131 102 Result of Practice (Balance of Credit Account) 3,254 690Other Debitor Requests 0 0Provisions for Devaluations (-) 0 0


IV. Self-Disposable Receipts 4,890 1,585Values to be Incashed 0 0Bank Accounts 0 0Cash 0 0Similar Disposable Receipts 3,254 690Other Values 1,636 895Credits and Down Payments 0 0Accounts in Credit Organisations 0 0






Domestic Institutional System Relations Incomes Incashed before the Account BeMade Clear 1,308 1,415Foreign Institutional System Relations














0

Exploitations for Network of Roads, Water Supply, etc. From Annual Result of Assignementfor Investments 5,687 5,864Technical Installations, Machineries, Equipment, Tools






A12 - 26

(1,000 Leks)2003 2004 2003 2004

A. Exercise Expenditures n.a. 94,703 A. Exercise Incomes n.a. 99,713I. n.a. 16,261 I. Duty Taxes (a+b+c+d+e+f) n.a. 0

n.a. 14,744 a) n.a. 0Payments with Contracts n.a. 0 - Taxes on Personal Incomes n.a. 0

n.a. 1,517 - Corporation Income Tax n.a. 0II. Social Security Contributions n.a. 2,653 - Taxes on Small Business n.a. 0

n.a. 0 - Other Duty Taxes n.a. 0Health Contributes n.a. 2,653 b) n.a. 0

III. n.a. 4,611 - From the Employed People n.a. 0n.a. 1,552 - From Employees n.a. 0

Special Materials and Services n.a. 0 - From the Selfemployed n.a. 0Services n.a. 1,241 - From the Farmers n.a. 0Transportation Expenditures n.a. 361 - From Voluntary Securities n.a. 0Travel expenditures n.a. 0 - n.a. 0Normal Maintenance n.a. 204 - n.a. 0Lease n.a. 0 c) Property Tax n.a. 0

n.a. 0 - Real Estate Property Tax n.a. 0- n.a. 0- Other Taxes on Property n.a. 0

d) Taxes on Goods and Services n.a. 0- On Capital Gains Value n.a. 0

IV. Different Subventions n.a. 0 - Ecsise n.a. 0For Price Differences n.a. 0 - Taxes on Specific Services n.a. 0To Stimulate Employment n.a. 0 - Taxes on Goods n.a. 0Covering Losts n.a. 0 - n.a. 0For Individual Projects n.a. 0 e) n.a. 0

V. Current Domestic Transfer n.a. 70,232 - Customes on Imported Goods n.a. 0At Other Governance Levels n.a. 0 - Customes on Exported Goods n.a. 0At Governance Institutions n.a. 0 - n.a. 0At Social and Health Security n.a. 0 f) Other Duties and Taxes n.a. 0

n.a. 70,232 II. Non-Taxation Incomes (a+b+c) n.a. 1,961 At NGOs n.a. 0 a) n.a. 0Other Domestic Transfer n.a. 0 - n.a. 0

VI. Current Foreign Transfer n.a. 0 - n.a. 0For International Institutions n.a. 0 - n.a. 0For Foreign Governments n.a. 0 b) n.a. 1,961For Foreign NGOs n.a. 0 - n.a. 0Other Foreign Countries n.a. 0 - n.a. 1,961

VII. n.a. 945 - n.a. 0VIII. In-Kind Expenditures n.a. 0 - n.a. 0IX. - From Other Tickets n.a. 0

- Penalties and Sequestrations n.a. 0- Lease Incomes n.a. 0- Other Incomes n.a. 0

n.a. 0 c) Other Non-Tax-Incomes n.a. 0n.a. 0 III. Current Grants (a+b) n.a. 94,674

B. Financial Expenditures (I+II) n.a. 0 a) Current Domestic Grant n.a. 94,674I. n.a. 0 - n.a. 91,048

a) n.a. 0 - n.a. 2,742- Short Term n.a. 0 -- Long Term n.a. 0

b) -

n.a. 0 - n.a. 0From Other Government Level n.a. 0 - n.a.From Banking System n.a. 0 n.a.

c) - n.a. 0- Other Domestic Grants n.a. 671

II. n.a. 0 b) Current Foeign Grant n.a. 0a) - From Foreign Governments n.a. 0

- n.a. 0b) IV. Change of Product Situation n.a. 0

V. In-Kind Financing n.a. 0c) VI. Investment Works and Recoverings n.a. 3,077

n.a. 0C. Extra-ordinary Expenditures n.a. 0 Recovering of Foreseen Money n.a. 0

n.a. 0 Drowings from Investment Section n.a. 3,077Other Extra-ordinary Expenditures n.a. 0 B. Financial Incomes n.a. 0

Total of Operations (A + B + C) n.a. 94,703 From the Transaction Loan Interests n.a. 0D. Operation Result Correction n.a. 2,523 - n.a. 0

Annualyzed Income Titles n.a. 0 - n.a. 0n.a. 1,597 - n.a. 0

Budget Incomes Transfer (4% District) n.a. 926 - n.a. 0Budget Depositing of Unused Incomes n.a. 0 - Sub-Loan of the Foreign Loan for Enterprises n.a. 0Domestic System Income Transfer n.a. 0 - Sub-Loan of Other Foreign Loans n.a. 0Other Incomes Transfer n.a. 0 Incomes from Deposit Interests n.a. 0Constant Transfer to Debitor and Similar n.a. 0 Incomes from Foreign Currency Exchanges n.a. 0

Total of Operations (A+B+C+D) n.a. 97,226 C. Extra-Ordinary Incomes n.a. 0Result of the Functioning n.a. 690 From Closed Activities and Other Changes n.a. 0

From Mistakes of Previous Exercises n.a. 0Corrections of Other Years n.a. 0Other Incomes n.a. 0

Total of Opertations n.a. 99,713D. Result of Corrected Operations n.a. -1,798

Total n.a. 97,915 Grand Total n.a. 97,915Source: Tirana Mini Municipality No.5.





From Other Foreign Borrowings (Loans)Interests n.a. 0 Investments and Works in the Economy

From International Financing InstitutionsFrom International Institutions financingInterests n.a. 0

Foreign Financing Expenditures (a+b+c+)From Foreign Government Borrowings(Loans) Interests n.a. 0

213

Expenditure from the Foreign CurrencyExchanges n.a. 0 Expected Financing from the Budget


From the Social Security Institution (SSI) Special PaymentBudget n.a. 0

For Other Domestic Borrowings (Loans)Interests n.a. 0 From the Budget to Cover the Deficit of SSI and ISKSH

(Health) n.a. 0



Amortisation Quotas and ForeseeableSummations n.a. 0


From Goods and Sevices SellingsAmortisation Quotas In-Kind andForeseeable Summations n.a. 0







Other Operational Expenditures as BankCommissions n.a. 1,254



Legal Compensation ContributionsExpenditures Conected with Borrowings(Loans) n.a. 0 On the Real Estate Property Alienation







Expenditure Revenue



A12 - 27

(1,000 Leks)2003 2004 2003 2004





4,558 4,7112,670 3,375

Transport Facilities 1,272 1,272 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 153 3,663

0 0 IV.Other Economic Inventories 362 471

-602 -1,141 V.Current Actives 0 237Capital Transfer 0 0 VI.Local Cost 0 0

0 0 B. Obligations 851 1,134Designated Amount 0 0 I. Long Term Loans 0 0


IV. Tangible Active Devaluation (-) 0 0 II. Short Term Obligations 851 1,134C. Circulating Actives 4,973 8,779 Partial Prepayment for Clients (Credito 0 0









0 00 0























0







A12 - 28

(1,000 Leks)2003 2004 2003 2004



1,192 816 - Corporation Income Tax 0 0II. Social Security Contributions 1,946 2,288 - Taxes on Small Business 0 0


III. 3,035 5,555 - From the Employed People 0 01,102 870 - From Employees 0 0







VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 4,113 1,767For Foreign NGOs 0 0 - 0 0Other Foreign Countries 0 0 - 4,113 1,767

VII. -46 -35 - 0 0VIII. In-Kind Expenditures 0 0 - 0 0IX. - From Other Tickets 0 0





b) -






















0





(Health) 0 0






















Expenditure Revenue



A12 - 29

(1,000 Leks)2003 2004 2003 2004





8,178 8,0882,584 2,584

Transport Facilities 827 2,884 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 0 0


-954 -3,189 V.Current Actives 5,126 7,369Capital Transfer 0 0 VI.Local Cost 0 0



IV. Tangible Active Devaluation (-) 0 5,380 II. Short Term Obligations 1,900 2,684C. Circulating Actives 6,345 5,380 Partial Prepayment for Clients (Credito 9 0




II. Incashment Requests on Debitors 2,069 1,673 Social Security 202 295Health Security 71 0Other social organisations 0 0


State Taxes 0 0 Extra-System Institution Relations 0 0Creditors in Keeping Means 458 0Other Creditors 689 2,005

0 0 Other Obligations 0 01,211 680 C. Other Accounts 0 0


0 00 0



IV. Self-Disposable Receipts 4,070 3,487Values to be Incashed 0 0Bank Accounts 0 0Cash 0 0Similar Disposable Receipts 3,432 1,669Other Values 638 1,818Credits and Down Payments 0 0Accounts in Credit Organisations 0 0




















0







A12 - 30

(1,000 Leks)2003 2004 2003 2004

A. Exercise Expenditures n.a. 82,435 A. Exercise Incomes n.a. 83,430I. n.a. 11,888 I. Duty Taxes (a+b+c+d+e+f) n.a. 0

n.a. 9,863 a) n.a. 0Payments with Contracts n.a. 0 - Taxes on Personal Incomes n.a. 0

n.a. 2,024 - Corporation Income Tax n.a. 0II. Social Security Contributions n.a. 2,530 - Taxes on Small Business n.a. 0

n.a. 2,530 - Other Duty Taxes n.a. 0Health Contributes n.a. 0 b) n.a. 0

III. n.a. 7,016 - From the Employed People n.a. 0n.a. 768 - From Employees n.a. 0

Special Materials and Services n.a. 359 - From the Selfemployed n.a. 0Services n.a. 0 - From the Farmers n.a. 0Transportation Expenditures n.a. 298 - From Voluntary Securities n.a. 0Travel expenditures n.a. 0 - n.a. 0Normal Maintenance n.a. 293 - n.a. 0Lease n.a. 0 c) Property Tax n.a. 0

n.a. 0 - Real Estate Property Tax n.a. 0- n.a. 0- Other Taxes on Property n.a. 0

d) Taxes on Goods and Services n.a. 0- On Capital Gains Value n.a. 0

IV. Different Subventions n.a. 0 - Ecsise n.a. 0For Price Differences n.a. 0 - Taxes on Specific Services n.a. 0To Stimulate Employment n.a. 0 - Taxes on Goods n.a. 0Covering Losts n.a. 0 - n.a. 0For Individual Projects n.a. 0 e) n.a. 0

V. Current Domestic Transfer n.a. 59,671 - Customes on Imported Goods n.a. 0At Other Governance Levels n.a. 0 - Customes on Exported Goods n.a. 0At Governance Institutions n.a. 0 - n.a. 0At Social and Health Security n.a. 0 f) Other Duties and Taxes n.a. 0

n.a. 59,671 II. Non-Taxation Incomes (a+b+c) n.a. 1,697 At NGOs n.a. 0 a) n.a. 0Other Domestic Transfer n.a. 0 - n.a. 0

VI. Current Foreign Transfer n.a. 0 - n.a. 0For International Institutions n.a. 0 - n.a. 0For Foreign Governments n.a. 0 b) n.a. 1,697For Foreign NGOs n.a. 0 - n.a. 1,697Other Foreign Countries n.a. 0 - n.a. 0

VII. n.a. 1,330 - n.a. 0VIII. In-Kind Expenditures n.a. 0 - n.a. 0IX. - From Other Tickets n.a. 0

- Penalties and Sequestrations n.a. 0- Lease Incomes n.a. 0- Other Incomes n.a. 0

n.a. 0 c) Other Non-Tax-Incomes n.a. 0n.a. 0 III. Current Grants (a+b) n.a. 78,300

B. Financial Expenditures (I+II) n.a. 0 a) Current Domestic Grant n.a. 78,300I. n.a. 0 - n.a. 17,932

a) n.a. 0 - n.a. 59,511- Short Term n.a. 0 -- Long Term n.a. 0

b) -

n.a. 0 - n.a. 178From Other Government Level n.a. 0 -From Banking System n.a. 0

c) - n.a. 680- Other Domestic Grants n.a. 0

II. n.a. 0 b) Current Foeign Grant n.a. 0a) - From Foreign Governments n.a. 0

- n.a. 0b) IV. Change of Product Situation n.a. 0

V. In-Kind Financing n.a. 0c) VI. Investment Works and Recoverings n.a. 3,433

n.a. 0C. Extra-ordinary Expenditures n.a. 0 Recovering of Foreseen Money n.a. 0

n.a. 0 Drowings from Investment Section n.a. 3,433Other Extra-ordinary Expenditures n.a. 0 B. Financial Incomes n.a. 0

Total of Operations (A + B + C) n.a. 82,435 From the Transaction Loan Interests n.a. 0D. Operation Result Correction n.a. 829 - n.a. 0

Annualyzed Income Titles n.a. 0 - n.a. 0n.a. 0 - n.a. 0

Budget Incomes Transfer (4% District) n.a. 829 - n.a. 0Budget Depositing of Unused Incomes n.a. 0 - Sub-Loan of the Foreign Loan for Enterprises n.a. 0Domestic System Income Transfer n.a. 0 - Sub-Loan of Other Foreign Loans n.a. 0Other Incomes Transfer n.a. 0 Incomes from Deposit Interests n.a. 0Constant Transfer to Debitor and Similar n.a. 0 Incomes from Foreign Currency Exchanges n.a. 0

Total of Operations (A+B+C+D) n.a. 83,263 C. Extra-Ordinary Incomes n.a. 0Result of the Functioning n.a. 1,496 From Closed Activities and Other Changes n.a. 0

From Mistakes of Previous Exercises n.a. 0Corrections of Other Years n.a. 0Other Incomes n.a. 0

Total of Opertations n.a. 83,430D. Result of Corrected Operations n.a. 1,329

Total n.a. 84,759 Grand Total n.a. 84,759Source: Tirana Mini Municipality No.7.


n.a.




From Other Foreign Borrowings (Loans)Interests n.a. 0 Investments and Works in the Economy

From International Financing InstitutionsFrom International Institutions financingInterests n.a. 0

Foreign Financing Expenditures (a+b+c+)From Foreign Government Borrowings(Loans) Interests n.a. 0

0

Expenditure from the Foreign CurrencyExchanges n.a. 0 Expected Financing from the Budget


From the Social Security Institution (SSI) Special PaymentBudget n.a. 0

For Other Domestic Borrowings (Loans)Interests n.a. 0 From the Budget to Cover the Deficit of SSI and ISKSH

(Health) n.a. 0



Amortisation Quotas and ForeseeableSummations n.a. 0


From Goods and Sevices SellingsAmortisation Quotas In-Kind andForeseeable Summations n.a. 0







Other Operational Expenditures as BankCommissions n.a. 0



Legal Compensation ContributionsExpenditures Conected with Borrowings(Loans) n.a. 5,299 On the Real Estate Property Alienation







Expenditure Revenue



A12 - 31

(1,000 Leks)2003 2004 2003 2004




II. Current Tangible Assets 6,970 7,702Soils, Terrains 0 0Forests, Plantations 0 0 II. Other Own Funds 512 512Buildings, General Institutions 3,354 3,648 Reserve Funds, Current Expenditures 0 0

0 01,939 2,905

Transport Facilities 1,080 1,080 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 0 201











State Taxes 0 0 Extra-System Institution Relations 0 0Creditors in Keeping Means 0 0Other Creditors 224 2,051



0 00 0























0







A12 - 32

(1,000 Leks)2003 2004 2003 2004



1,138 457 - Corporation Income Tax 0 0II. Social Security Contributions 2,076 2,457 - Taxes on Small Business 0 0


III. 2,326 6,080 - From the Employed People 0 0387 1,038 - From Employees 0 0

Special Materials and Services 168 1,280 - From the Selfemployed 0 0Services 118 138 - From the Farmers 0 0Transportation Expenditures 223 234 - From Voluntary Securities 0 0Travel expenditures 0 0 - 0 0Normal Maintenance 145 0 - 0 0Lease 0 0 c) Property Tax 0 0





33,910 48,334 II. Non-Taxation Incomes (a+b+c) 1,867 875 At NGOs 0 0 a) 0 0Other Domestic Transfer 247 0 - 0 0

VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 1,867 875For Foreign NGOs 0 0 - 0 0Other Foreign Countries 0 0 - 45 360

VII. 2,479 458 - 0 0VIII. In-Kind Expenditures 0 0 - 0 0IX. - From Other Tickets 0 0

- Penalties and Sequestrations 0 0- Lease Incomes 0 0- Other Incomes 1,822 514




b) -





V. In-Kind Financing 0 0c) VI. Investment Works and Recoverings 0 0


0 0 Drowings from Investment Section 0 0Other Extra-ordinary Expenditures 0 0 B. Financial Incomes 0 0

Total of Operations (A + B + C) 52,227 67,473 From the Transaction Loan Interests 0 0D. Operation Result Correction 3,011 1,639 - 0 0

Annualyzed Income Titles n.a. 0 - 0 0n.a. 1,244 - 0 0

Budget Incomes Transfer (4% District) n.a. 360 - 0 0Budget Depositing of Unused Incomes n.a. 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0Domestic System Income Transfer n.a. 0 - Sub-Loan of Other Foreign Loans 0 0Other Incomes Transfer n.a. 35 Incomes from Deposit Interests 0 0Constant Transfer to Debitor and Similar n.a. 0 Incomes from Foreign Currency Exchanges 0 0



Total of Opertations 52,217 70,098D. Result of Corrected Operations 4,958 2,237









0





(Health) 0 0












Other Operational Expenditures as BankCommissions 1,284 3,391










Expenditure Revenue



A12 - 33

(1,000 Leks)2003 2004 2003 2004





0 03,412 5,061



-1,038 -1,577 V.Current Actives 738 738Capital Transfer 0 0 VI.Local Cost 0 0







II. Incashment Requests on Debitors 1,883 1,024 Social Security 250 244Health Security 0 0Other social organisations 0 0



0 0 Other Obligations 2,091 1,3701,720 1,004 C. Other Accounts 0 0


0 00 0

Other Debitors 0 0 Result of Practice (Balance of Credit Account) -5,070 -8,658Other Debitor Requests 0 0Provisions for Devaluations (-) 0 0






















0







A12 - 34

(1,000 Leks)2003 2004 2003 2004






Special Materials and Services 0 0 - From the Selfemployed 0 0Services 1,517 1,494 - From the Farmers 0 0Transportation Expenditures 402 364 - From Voluntary Securities 0 0Travel expenditures 277 0 - 0 0Normal Maintenance 0 132 - 0 0Lease 0 0 c) Property Tax 0 0






VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 3,863 1,318For Foreign NGOs 0 0 - 92 680Other Foreign Countries 0 0 - 0 0

VII. -2,143 1,511 - 0 0VIII. In-Kind Expenditures 0 0 - 0 0IX. - From Other Tickets 0 0

- Penalties and Sequestrations 0 0- Lease Incomes 0 0- Other Incomes 3,771 638




b) -


c) - 1,720 1,004- Other Domestic Grants 0 0



V. In-Kind Financing 0 0c) VI. Investment Works and Recoverings 0 0


0 0 Drowings from Investment Section 0 0Other Extra-ordinary Expenditures 0 0 B. Financial Incomes 0 0

Total of Operations (A + B + C) 58,783 80,052 From the Transaction Loan Interests 0 0D. Operation Result Correction 3,483 1,636 - 0 0

Annualyzed Income Titles 0 0 - 0 01,338 882 - 0 0

Budget Incomes Transfer (4% District) 2 754 - 0 0Budget Depositing of Unused Incomes 0 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0Domestic System Income Transfer 0 0 - Sub-Loan of Other Foreign Loans 0 0Other Incomes Transfer 2,143 0 Incomes from Deposit Interests 0 0Constant Transfer to Debitor and Similar 0 0 Incomes from Foreign Currency Exchanges 0 0

Total of Operations (A+B+C+D) 62,266 81,688 C. Extra-Ordinary Incomes 0 0Result of the Functioning 0 1,654 From Closed Activities and Other Changes 0 0


Total of Opertations 63,766 79,842D. Result of Corrected Operations -1,500 3,500









0





(Health) 0 0






















Expenditure Revenue



A12 - 35

(1,000 Leks)2003 2004 2003 2004


I. Intangible Fixed Assets 0 0 Basic Funds 5,500 6,871Current Tangible Assets 0 0 Capital from Domestic Grants 0 1,491


II. Current Tangible Assets 5,321 8,178Soils, Terrains 0 0Forests, Plantations 1,770 1,770 II. Other Own Funds 0 0Buildings, General Institutions 0 0 Reserve Funds, Current Expenditures 0 0

0 00 0

Transport Facilities 695 1,028 Incomes from Current Active Sellings 0 0State Reserves 0 0 III. Carried Over Result 0 387


-279 -758 V.Current Actives 0 1,491Capital Transfer 0 0 VI.Local Cost 0 0







II. Incashment Requests on Debitors 617 2,131 Social Security 0 242Health Security 0 0Other social organisations 0 0


State Taxes 0 0 Extra-System Institution Relations 0 0Creditors in Keeping Means 0 0Other Creditors 2,271 3,655



0 00 0

Other Debitors 0 1,304 Result of Practice (Balance of Credit Account) 1,009 563Other Debitor Requests 0 0Provisions for Devaluations (-) 0 0


IV. Self-Disposable Receipts 3,281 3,301Values to be Incashed 0 0Bank Accounts 0 0Cash 0 0Similar Disposable Receipts 1,009 950Other Values 2,271 2,351Credits and Down Payments 0 0Accounts in Credit Organisations 0 0




















0







A12 - 36

(1,000 Leks)2003 2004 2003 2004



997 1,153 - Corporation Income Tax 0 0II. Social Security Contributions 2,109 2,322 - Taxes on Small Business 0 0



Special Materials and Services 204 178 - From the Selfemployed 0 0Services 933 458 - From the Farmers 0 0Transportation Expenditures 375 137 - From Voluntary Securities 0 0Travel expenditures 165 356 - 0 0Normal Maintenance 50 116 - 0 0Lease 0 75 c) Property Tax 0 0





27,513 34,572 II. Non-Taxation Incomes (a+b+c) 1,207 506 At NGOs 0 0 a) 0 0Other Domestic Transfer 44 3,571 - 0 0

VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 1,207 506For Foreign NGOs 0 0 - 1,207 506Other Foreign Countries 0 0 - 0 0

VII. 23 -1,355 - 0 0VIII. In-Kind Expenditures 0 0 - 0 0IX. - From Other Tickets 0 0





b) -










Budget Incomes Transfer (4% District) 0 231 - 0 0Budget Depositing of Unused Incomes 0 0 - Sub-Loan of the Foreign Loan for Enterprises 0 0Domestic System Income Transfer 0 0 - Sub-Loan of Other Foreign Loans 0 0Other Incomes Transfer 0 1,355 Incomes from Deposit Interests 0 0Constant Transfer to Debitor and Similar 0 0 Incomes from Foreign Currency Exchanges 0 0

Total of Operations (A+B+C+D) 44,809 56,025 C. Extra-Ordinary Incomes 0 0Result of the Functioning 1,009 904 From Closed Activities and Other Changes 0 0











0





(Health) 0 0






















Expenditure Revenue



A12 - 37

(1,000 Leks)2003 2004 2003 2004





0 01,447 1,845










II. Incashment Requests on Debitors 1,006 875 Social Security 282 266Health Security 0 0Other social organisations 0 0



0 0 Other Obligations 527 897862 728 C. Other Accounts 1,432 0


0 00 0



IV. Self-Disposable Receipts 4,854 2,968Values to be Incashed 0 0Bank Accounts 0 0Cash 0 0Similar Disposable Receipts 3,039 2,218Other Values 1,815 750Credits and Down Payments 0 0Accounts in Credit Organisations 0 0







Other Operations with the State (Debitors)Incomes to Be Registred (Evidenced) inIncoming Years 1,432 0













0







A12 - 38

(1,000 Leks)2003 2004 2003 2004


7,817 9,244 a) 0 0Payments with Contracts 0 1,661 - Taxes on Personal Incomes 0 0



III. 2,731 8,710 - From the Employed People 0 01,121 1,044 - From Employees 0 0







VI. Current Foreign Transfer 0 0 - 0 0For International Institutions 0 0 - 0 0For Foreign Governments 0 0 b) 112 849For Foreign NGOs 0 0 - 112 849Other Foreign Countries 0 0 - 0 0



0 0 c) Other Non-Tax-Incomes 3,441 1,2510 0 III. Current Grants (a+b) 90,665 113,697



b) -






















0





(Health) 0 0






















Expenditure Revenue



A12 - 39

(Million Leks)1999 2000 2001 2002 2003 2004 2005 1999 2000 2001 2002 2003 2004 2005

A. Signed Unrequestable Capital 0 0 0 0 0 0 0 A. Own Capitals 607 2,362 2,365 2,462 2,887 2,941 5,737B. Fixed Assets 2,164 3,930 5,538 5,463 5,782 5,645 8,478 I.

I. Intangible Fixed Assets 1 0 0 0 4 4 3a. From This Distributed

a. Signed Capital (Equity) 289 2,009 2,009 2,009 2,562 2,562 2,562b. b.

c. Others in Exploitation 11 11 11 0 0 0 0 c.d.

d. Reserves 4 196 199 199 0 40 46e. Amortizations (-) -10 -11 -11 0 0 0 -1 - Legal Reserves 4 0 2 3 0 2 3f. - Statuary Reserves 0 0 0 0 0 0 0

- Other Reserves 0 196 196 196 0 38 44II. Tangible Fixed Assets 2,162 3,930 5,538 5,463 5,778 5,641 8,474 e.

a.f.

b. II.

a. Development Fund 161 0 37 48 0 0 0c. b.

d.c.

e. Amortizations (-) -260 -1,811 -1,891 -1,982 -2,247 -2,545 0f. d. Other Funds 48 0 0 0 0 0 0

III. Subsidiary for Investments 59 107 102 143 276 328 411III. Financial Fixed Assets 0 0 0 0 0 0 0 IV.

a.a. Provisions for Risks 0 0 0 0 0 0 0

b. b. Provisions for Expenses 0 0 0 0 0 0 0B. Accounts Payable 2,114 2,373 4,204 3,977 4,203 3,879 4,113

I. Long Term Liabilities 1,897 2,067 3,729 3,788 3,892 3,734 3,960c. Given Credits 0 0 0 0 0 0 0 a.d.

b.C. Circulating Actives 557 806 1,031 978 1,310 1,431 1,613

I.c.

a.d.

b.e. State 0 0 0 0 0 23 23

c. Products and Goods 0 0 0 0 0 0 0 f. Partners 0 0 0 0 0 0 0d. g. Other Obligations 0 0 0 0 0 0 28

II. Current Liabilities 217 306 476 189 311 143 148e. a.

II. Accounts Receivable 455 659 833 703 965 1,170 1,339 b.Long Term Creditsa.

c.b.

d.c. Personnel and Persons 0 0 0 0 3 3 4d. Other Requests 0 1 4 3 6 26 48 e. Personnel 5 6 6 7 10 11 12e. f.

III. g. State Taxes 23 9 1 2 36 2 10h. Partners 0 0 0 0 0 0 0

a. i. Other Obligations 4 4 4 4 5 8 8III.

b. C. Other Accounts 0 1 1 1 1 478 388a.

IV.b.

a.

b. Cash 0 0 0 0 0 0 0c. Other Cash Values 0 0 0 0 0 1 0

V.

D. Other Accounts 0 0 0 0 0 222 147a.

b.

Total of Actives 2,721 4,737 6,568 6,441 7,092 7,298 10,238 Total of Liabilities 2,721 4,735 6,569 6,439 7,091 7,297 10,236Accounts Out Of Balance 0 0 0 0 0 0 0 Accounts Out Of Balance 0 0 0 0 0 0 0Hired Fixed Assets 0 0 0 0 0 0 0Other Assets of third Subjects 0 0 0 0 0 0 0Other Accounts Out Of Balance 0 0 0 0 0 0 0

Source: UKT.

1

Appendix 12.7.35 Balance Sheets of UKT

41

77

5

386

0

0

0

0

0

1,046

2,863

0

13

5

0

5

5,321

0

2,701

156

0

0

147

0

0

0

156

0

1,288

0

117

106

0

11

0

0

0

0

5,661

217

2,576

20

4

0

0

0

0 477

0 0

0 0 0 0

0 0

185 45

76 77

0 1

4 5 5 6

182 282 459 171

0 0

0

0 0 0

0 00 0

0 0

0 0 0

0

0

0

2,756

0 0

0

0

0 0

0 0 0 0

0 0 0 0

0

1,897 2,067 3,729 3,788 3,892 955

0 0 0 0

0

3 6 6 5 5 5

0 0

7

5 56 43 53

45

0 0

44 13 57

0

0 0 0 0 0 0

0 0 0 0

0 0 0 0

Suppliers for Buyingsand Services

Social Assurance andSimilars

Taken or Registered inAdvance Revenues

0

0

0

Loans from Banks andOther InstitutionsOther Loans forProducts, Works,Services in ProcessIncashed Sums forOrders

0

0

43

Pasive ConversionDifferenmces

Loans from Banks andOther InstitutionsOther Loans forProducts, Works,Services in ProcessIncashed Sums forOrders

212

0

0

Suppliers for Buyingsand Services

Provisions forDevaluation (-)

Soils, Terrains,Buildings, & GeneralInstitutions

Primes Linked to theCapitalDifferences from Re-Evaluation

Transferred Profits orLosses (Loss -)Profits or Losses fromthe Activity (Loss -)


Participations andOther Financial titles

Other Own Funds (Validfor State Enterprises)

Assets Liabilities

Expenses ofResearch and

2,249

0

Expenses forInitiation and 0 4

Foundation Capital,Reserves, Profits/ Losses 336 2,220 2,265 2,606 2,608

TechniclInstallations,Machineries,Others inExploitations (theIn Process and PartialPaymenbts

Partial DeliveredPaymentas

Fund for theSupplementary Pricesfor EmploiersFund of EmergencyAssistance

Provisions for Risks andExpenses

Other Situations ofInventory

2,767 2,784 3,141

1,897 2,067 2,297


Reqwuest ofDebitors Linked withParticipations


Situation of theInventory in Process

Raw Materials andOther MateriasProducts, Works,Services in Process

Difference ofConversion Actives

0

0

71

360

0

0

Shares, Obligations,Treasury Bonus andSimilarProvisions forDevaluation (-)

Liquids and Other CashValues

Advanced Paid orRegistrated Expenses

Expenses (Costs) toBe Distributed

Bank Deposits andOther Accounts

Clients for Sellingand ServicesPartners with Non-Delivered Capital


Bonus with ProvisionalAlocation

0

4

0 0 0 0 0 0

0 0

0

0 0 0 0 0 0

0 0 0

730 2,166 2,215 2,336

95 200 199 207

3,831

309 340

0 0

3,235

2,239 2,239 780

2,744

0

0

0 0 0 0 0 0

0 0

0

0 0 0 0 0 0

0 0 0

27 38 40 80

0 0

24 35 37 72

90 125

82 117

15 8

0 0

5 7 7 15

0 0

-3 -3 -4 -7

0 0

455 658 829 700

-7 0

955 1,141

0 0

0 0

0 0 0 0

0 0

0 0 0 0

0 0

0 0 0 0

0 0

0 0

256 136

0 0

75 109 158 194

0 0

135

0 0 0 0 0 0

75 109 157

0

255194

0 0

0 0 0 0 0 222

0 0 0

1 1 1Counter-party of EmboidedStable Active (AQT)Excluded from the Capital

0 1 1


A12 - 40

(Million Leks)1999 2000 2001 2002 2003 2004 2005 1999 2000 2001 2002 2003 2004 2005

I. I.

II.

1. From this : Export

- 1.

- 2.

2. Goods 0 0 0 0 0 0 0 3. From the Sale of Goods 0 0 0 0 0 0 0- 4. Other Sales and Services 0 0 0 0 0 0 0

- II.

3.5.

4.6.

a) Salaries 94 123 143 157 212 230 245b) 7. Subsidiary for Exploitation 12 40 18 47 67 201 0

8. Other Flowing Revenues 19 8 0 1 3 0 0c) a.

5. b.

6. Other Flowing Expenses 0 1 3 2 0 14 4 c. Others 19 8 0 1 3 0 0a) 9.

b) a.

c) Others 0 0 0 0 0 12 37. b.

a)c.

b)

d.c)

d) Sub Total (I + II) 400 589 612 717 860 1,149 1,085

e) III. Financal Revenues 1 7 10 12 13 12 3010.

Sub Total (I + II) 308 514 565 626 814 1,117 1,084 11.III. Financial Expenses 31 19 29 26 32 30 22

8. 12.

9. 13.

10. 14. Other Financial Revenues 0 6 6 9 9 10 30

11.

12. Other Financial Expenses 0 0 0 0 0 0 0Total (I + II + III) 339 533 594 652 846 1,147 1,106 Total (I + II + III) 400 596 622 728 873 1,161 1,115Result from Common Activities 61 63 28 76 27 14 9 Result from the Common Activities 0 0 0 0 0 0 0IV. Losses 0 0 0 0 0 0 0

IV. Extra-Ordinary Revenues 0 0 0 0 0 0 9V. Profit before Taxes 61 63 28 76 27 14 18 Losses 0 0 0 0 0 0 0VI. Taxes over Profit and Similar 18 19 15 19 15 7 5 V. Balance's Result 0 0 0 0 0 0 0

a) Losses 0 0 0 0 0 0 0

b) Other Subtractions 0 0 0 0 0 0 0VII.

Source: UKT.

0

0

0

9

5

13

0

0

0

0

0

0

0

0

28

28

1,057

944

113

28

0

0

22

1

0

241

241

407

86

0

0

0

0

0

76

10

8

0

0

189

0

1,084

234

226

12 743 44 13 57

15 7

0 0

18 19 15 19

0 0

0 0

0 0

0 0 0 0

0 0

0 0

0 0 0 0

0 0

0 0

32 30

0 0

31 19 29 26

0 0 0 0

0 0

0 0

0 0 0 0

0 4

177 299

0 0

0 0

0 1 0 0

35 130 82 92

178 299

0 0

35 131 82 96

0 0

9 9

0 1

0 0

0 1 3 1

2 8 8 11

64 71

27 39

31 40 46 50

52 55

182 227

334 383

57 83

152 203 241 263

92 117 162 140

0 0

0 0 0 0 0 0

0 0 0 0

-5 -44 -9 -35

74 158 120 221

814 1,117

27 53 69 114 111 186

Tax over Profit (Profitfrom Common Activities)

Net Profit (or of the Balance)(V - VI)

0 0

308 514

19 64

8 -11

Minus-value from Sale ofthe Bonus of AlocationNegative Difference fromExchangeProvisions for theFinancial DurableActives of Circulation

Extra-Ordinary Expenses(Extra-Ordinary Results)

Provisions forDevaluation ofCirculating ActivesProvisions for Risksof ExpensesThe Quotation of theExpenses to BeDistributed

Interest to Be Paid andRe-imbursed

Amortizations andProvisions

Amortization ofDurable ActivesProvisions forDevaluation ofDurable Actives

Social Assurancesand Similars

Fiscal Obligations,Taxes, and Similar

Accounting Value ofSold Durable ActivesLosses from Incash-ment of Debitors

Change of Situations(+ and/or -)

Supplies, Subtreatmentsand ServicesExpenses for thePersonnel

Prices and OtherTreatment

Raw Materials and OtherMaterials

Buying DuringExercisingChange of Situations(+ and/or -)

Buying DuringExercising

Expenditures

Appendix 12.7.36 Profit and Loss Statement of UKT

Reduction of Own ProductionStockExploitation Expenses andOther Flowing

0 0 0 0

565 626

Revenues Included in theBusinessThis is the net figures ofbusiness.

From the Sale of the OwnProductFrom the Performance ofServices

Incashment of theReleased debitors

Re-Take fromAmortization and

Re-Take ofAmortization forDurable Actives

Other Revenes (Other thanfinancal)

Additional of OwnProduction SituationsProduction of DurableActives

Price of Sale for theDurable Actives

Re-Take ofAmortization forCirculating ActivesRe-Take of Provisionsfor Risks andExpenses

Interest Gained and theSimilar

Re-Take of Provisionsfor Durable Actives

Plus-Value from the Saleof Bonuses of AlocationPositive Difference fromExchangeRe-Take of Provisions forFinancial Actives

368

366

31

0

0

0

0

540 565 650 774

561 644 760

916

67 86

848

2 3 4 6 14 68

537

0

233

0 0 0 0 0 0

49 47

0

0 0 0 0 0 0

0 6 7

33

0 0 0 0

11 17

0 00 0

0 0

0 0 22 0 0 0

0 0 0 0 0

1 1 4 3

0 0

0 0 0 0

4 3

00

0 0

0 0

0 0 0 0

0 0

0

Revenues

0

0 0 22 11 17

33

0


A12 - 41

13,0375,071 16,104 12,4133,909

Inpatient

4,248

Outpatient

4,076 12,944

Paskuqan Commune

3. 4.

Outpatient Inpatient

Outpatient Inpatient InpatientOutpatient Inpatient

4,885

400 360 4,193

Outpatient

Saving Amount of Income Decreasing(Leks/HH per Year)

Tirana Municipality Berxulle Commune Weighted Average inWhole Targeted AreaKashar Commune

Appendix 12.11.1 Estimation of Economic Benefit

Remarks &Sources

PaskuqanCommune

Outpatient

244 660 15,368

Saving Amount ofMedical Expenditure(Leks/HH per Year)

BenefitItems

Amount ofEconomicBenefit inthe Base

Year

BenefitItems

Amount ofEconomicBenefit inthe Base

Year

TiranaMunicipality

4,926

1.

Expected Willingness of People to Pay(Leks/HH per Year)

BerxulleCommune

WeightedAverage in

WholeTargeted

Area

1,897

KasharCommune

KamzaMunicipality

1,267

13,491 4,105

Inpatient

Kamza Municipality

Inpatient Outpatient

1. Estimated based on existing bills raised and actual collected charges for sewerage treatment services and total number of households in the service area. 2. Basic data and information in Tirana Municipality and other territories are based on the information of the Alfa Information (a Real Estate in Albania). 3. Basic data and information for the nation and Tirana District are based on the information of the “Albania Poverty Assessment” Report No.26213-AL, November 5, 2003, the World Bank. 4. Basic data and information for the nation and Tirana District are based on the information of the “Albania Poverty Assessment” Report No.26213-AL, November 5, 2003, the World Bank.


A12 - 42

(Million Leks)

2005 0 0 0 0 0 0 0 0 0 0 02006 0 0 0 0 0 0 0 0 0 0 02007 0 0 0 0 0 0 0 0 0 0 02008 0 0 0 0 0 0 0 0 0 0 02009 402 0 0 402 0 0 0 0 0 0 -4022010 903 0 0 903 0 0 0 0 0 0 -9032011 1,215 0 0 1,215 0 0 0 0 0 0 -1,2152012 1,973 0 0 1,973 0 0 0 0 0 0 -1,9732013 1,999 0 0 1,999 0 0 0 0 0 0 -1,9992014 1,245 67 0 1,312 272 13 36 97 308 727 -5852015 2,044 69 0 2,113 286 14 38 102 323 762 -1,3502016 3,008 72 0 3,080 300 15 40 106 338 799 -2,2812017 2,288 75 0 2,362 314 16 42 112 354 837 -1,5252018 830 174 0 1,004 713 35 95 249 791 1,883 8802019 1,052 179 0 1,231 752 37 100 262 833 1,983 7532020 1,041 183 0 1,224 792 39 105 276 876 2,088 8642021 1,061 187 0 1,248 835 41 111 290 920 2,196 9482022 236 0 236 911 50 135 348 1,105 2,548 2,3122023 236 0 236 911 50 135 348 1,105 2,548 2,3122024 236 0 236 911 50 135 348 1,105 2,548 2,3122025 236 0 236 911 50 135 348 1,105 2,548 2,3122026 236 0 236 911 50 135 348 1,105 2,548 2,3122027 236 0 236 911 50 135 348 1,105 2,548 2,3122028 236 1,596 1,832 911 50 135 348 1,105 2,548 7172029 236 0 236 911 50 135 348 1,105 2,548 2,3122030 236 0 236 911 50 135 348 1,105 2,548 2,3122031 236 0 236 911 50 135 348 1,105 2,548 2,3122032 236 2,284 2,520 911 50 135 348 1,105 2,548 292033 236 0 236 911 50 135 348 1,105 2,548 2,3122034 236 0 236 911 50 135 348 1,105 2,548 2,3122035 236 0 236 911 50 135 348 1,105 2,548 2,3122036 236 1,134 1,370 911 50 135 348 1,105 2,548 1,1792037 236 0 236 911 50 135 348 1,105 2,548 2,3122038 236 0 236 911 50 135 348 1,105 2,548 2,3122039 236 0 236 911 50 135 348 1,105 2,548 2,3122040 236 0 236 911 50 135 348 1,105 2,548 2,3122041 236 0 236 911 50 135 348 1,105 2,548 2,3122042 236 0 236 911 50 135 348 1,105 2,548 2,3122043 236 1,596 1,832 911 50 135 348 1,105 2,548 7172044 236 0 236 911 50 135 348 1,105 2,548 2,3122045 236 0 236 911 50 135 348 1,105 2,548 2,3122046 236 0 236 911 50 135 348 1,105 2,548 2,3122047 236 2,284 2,520 911 50 135 348 1,105 2,548 292048 236 0 236 911 50 135 348 1,105 2,548 2,3122049 236 0 236 911 50 135 348 1,105 2,548 2,3122050 236 0 236 911 50 135 348 1,105 2,548 2,3122051 236 1,134 1,370 911 50 135 348 1,105 2,548 1,1792052 236 0 236 911 50 135 348 1,105 2,548 2,3122053 236 0 236 911 50 135 348 1,105 2,548 2,3122054 236 0 236 911 50 135 348 1,105 2,548 2,3122055 236 0 236 911 50 135 348 1,105 2,548 2,3122056 236 0 236 911 50 135 348 1,105 2,548 2,312

Total 19,059 9,264 10,027 38,349 36,148 1,951 5,281 13,672 43,418 100,470 62,120Discount Rate at: 10%NPV 8,049 7,767 -282EIRR 9.59%B/C 0.96

Saving ofMedical

Expenditure

Saving ofIncome Decrease Total

Out-patient

In-patient

Out-patient

In-patient

Appendix 12.11.2 Economic Evaluation of Master Plan (Case B-3d)

Year

Cost Benefit

CashBalance

Construction Cost

OMCost Total

Willing-ness to

Pay

Re-place-mentCost


A12 - 43

(Million Leks)

2005 0 0 0 0 0 02006 0 0 0 0 0 02007 0 0 0 0 0 02008 0 0 0 0 0 02009 3,415 0 0 3,415 0 -3,4152010 1,273 0 0 1,273 0 -1,2732011 1,704 0 0 1,704 0 -1,7042012 2,335 0 0 2,335 0 -2,3352013 2,360 0 0 2,360 0 -2,3602014 3,407 104 0 3,511 7,395 3,8842015 2,957 108 0 3,065 735 -2,3302016 3,819 112 0 3,931 761 -3,1712017 2,844 116 0 2,960 788 -2,1722018 1,316 270 0 1,586 11,406 9,8202019 1,535 278 0 1,813 2,170 3572020 1,321 284 0 1,605 2,263 6582021 1,356 291 0 1,647 2,360 7132022 367 0 367 4,905 4,5382023 367 0 367 2,131 1,7642024 367 0 367 2,131 1,7642025 367 0 367 2,131 1,7642026 367 0 367 2,131 1,7642027 367 0 367 2,131 1,7642028 367 2,482 2,849 2,131 -7182029 367 0 367 2,131 1,7642030 367 0 367 2,131 1,7642031 367 0 367 2,131 1,7642032 367 3,552 3,919 2,131 -1,7882033 367 0 367 2,131 1,7642034 367 0 367 2,131 1,7642035 367 0 367 2,131 1,7642036 367 1,763 2,130 2,131 12037 367 0 367 2,131 1,7642038 367 0 367 2,131 1,7642039 367 0 367 2,131 1,7642040 367 0 367 2,131 1,7642041 367 0 367 2,131 1,7642042 367 0 367 2,131 1,7642043 367 2,482 2,849 2,131 -7182044 367 0 367 2,131 1,7642045 367 0 367 2,131 1,7642046 367 0 367 2,131 1,7642047 367 3,552 3,919 2,131 -1,7882048 367 0 367 2,131 1,7642049 367 0 367 2,131 1,7642050 367 0 367 2,131 1,7642051 367 1,763 2,130 2,131 12052 367 0 367 2,131 1,7642053 367 0 367 2,131 1,7642054 367 0 367 2,131 1,7642055 367 0 367 2,131 1,7642056 367 0 367 2,131 1,764

Total 29,642 14,407 15,594 59,643 105,221 45,578Discount Rate at: 10%NPV 13,290 12,626 -664EIRR 9.06%B/C 0.95

Appendix 12.11.3 Financial Evaluation of Master Plan(Case B-3d)

Year

Cost

Benefit inTotal Cash BalanceConstructio

n CostOMCost TotalReplace-

ment Cost


A12 - 44

(Million Leks)

2005 0 0 0 0 0 0 0 0 0 0 02006 0 0 0 0 0 0 0 0 0 0 02007 0 0 0 0 0 0 0 0 0 0 02008 0 0 0 0 0 0 0 0 0 0 02009 410 0 0 410 0 0 0 0 0 0 -4102010 1,304 0 0 1,304 0 0 0 0 0 0 -1,3042011 1,650 0 0 1,650 0 0 0 0 0 0 -1,6502012 1,699 0 0 1,699 0 0 0 0 0 0 -1,6992013 1,427 0 0 1,427 0 0 0 0 0 0 -1,4272014 0 76 0 76 440 12 30 227 720 1,428 1,3522015 0 76 0 76 440 12 30 227 720 1,428 1,3522016 0 76 0 76 440 12 30 227 720 1,428 1,3522017 0 76 0 76 440 12 30 227 720 1,428 1,3522018 0 76 0 76 440 12 30 227 720 1,428 1,3522019 0 76 0 76 440 12 30 227 720 1,428 1,3522020 0 76 0 76 440 12 30 227 720 1,428 1,3522021 0 76 0 76 440 12 30 227 720 1,428 1,3522022 76 0 76 440 12 30 227 720 1,428 1,3522023 76 0 76 440 12 30 227 720 1,428 1,3522024 76 0 76 440 12 30 227 720 1,428 1,3522025 76 0 76 440 12 30 227 720 1,428 1,3522026 76 0 76 440 12 30 227 720 1,428 1,3522027 76 0 76 440 12 30 227 720 1,428 1,3522028 76 1,545 1,620 440 12 30 227 720 1,428 -1932029 76 0 76 440 12 30 227 720 1,428 1,3522030 76 0 76 440 12 30 227 720 1,428 1,3522031 76 0 76 440 12 30 227 720 1,428 1,3522032 76 0 76 440 12 30 227 720 1,428 1,3522033 76 0 76 440 12 30 227 720 1,428 1,3522034 76 0 76 440 12 30 227 720 1,428 1,3522035 76 0 76 440 12 30 227 720 1,428 1,3522036 76 0 76 440 12 30 227 720 1,428 1,3522037 76 0 76 440 12 30 227 720 1,428 1,3522038 76 0 76 440 12 30 227 720 1,428 1,3522039 76 0 76 440 12 30 227 720 1,428 1,3522040 76 0 76 440 12 30 227 720 1,428 1,3522041 76 0 76 440 12 30 227 720 1,428 1,3522042 76 0 76 440 12 30 227 720 1,428 1,3522043 76 1,545 1,620 440 12 30 227 720 1,428 -1932044 76 0 76 440 12 30 227 720 1,428 1,3522045 76 0 76 440 12 30 227 720 1,428 1,3522046 76 0 76 440 12 30 227 720 1,428 1,3522047 76 0 76 440 12 30 227 720 1,428 1,3522048 76 0 76 440 12 30 227 720 1,428 1,352

Total 6,490 2,648 12,228 15,394 411 1,034 7,934 25,198 49,971 37,744Discount Rate at: 10%NPV 3,739 5,840 2,101EIRR 15.72%B/C 1.56

In-patient

Re-place-mentCost

TotalWilling- nessto Pay In-

patienOut-

patient

Year

Cost Benefit

CashBalance

Saving ofMedical

Expenditure

Saving ofIncome

Decrease TotalOut-

patient

ConstructionCost

OMCost

Appendix 12.F5.1 Economic Evaluatioon of the Priority Projectin the Feasibility Stady


A12 - 45

(Million Leks)

2005 0 0 0 0 0 02006 0 0 0 0 0 02007 0 0 0 0 0 02008 0 0 0 0 0 02009 1,567 0 0 1,567 0 -1,5672010 1,742 0 0 1,742 0 -1,7422011 2,150 0 0 2,150 0 -2,1502012 2,056 0 0 2,056 0 -2,0562013 1,754 0 0 1,754 0 -1,7542014 0 108 0 108 5,223 5,1152015 0 108 0 108 679 5712016 0 108 0 108 688 5802017 0 108 0 108 691 5832018 0 108 0 108 696 5882019 0 108 0 108 692 5842020 0 108 0 108 694 5862021 0 108 0 108 696 5882022 108 0 108 705 5972023 108 0 108 705 5972024 108 0 108 705 5972025 108 0 108 705 5972026 108 0 108 705 5972027 108 0 108 705 5972028 108 2,206 2,314 705 -1,6092029 108 0 108 705 5972030 108 0 108 705 5972031 108 0 108 705 5972032 108 0 108 705 5972033 108 0 108 705 5972034 108 0 108 705 5972035 108 0 108 705 5972036 108 0 108 705 5972037 108 0 108 705 5972038 108 0 108 705 5972039 108 0 108 705 5972040 108 0 108 705 5972041 108 0 108 705 5972042 108 0 108 705 5972043 108 2,206 2,314 705 -1,6092044 108 0 108 705 5972045 108 0 108 705 5972046 108 0 108 705 5972047 108 0 108 705 5972048 108 0 108 705 597

Total 9,269 3,781 17,462 29,084 11,622Discount Rate at: 10%NPV 5,482 4,596 -886FIRR 7.21%B/C 0.84

Appendix 12.F5.2 Financial Evaluatioon of thePriority Project in the Feasibility Stady

Year

CostBenefit in

Total Cash BalanceConstruction Cost

OMCost TotalReplaceme

nt Cost

Appendix 13

Environmental and Social Considerations

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APPENDIX 13 Environmental Impact Assessment

The Environmental Impact Assessment (EIA) report is prepared by the environmental specialist according

to the Albanian Laws. The JICA Study Team is assisted the environmental specialist to prepare the EIA

report by conducting the Environmental and Social Considerations (Main Report, Part II, Chapter 5).

Obtaining the approval from MoEFWM is the responsibility of DPUK, MoPWTT and JICA Study Team

also supports for the process to get the approval. In this appendix, the draft EIA report is attached.

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GENERAL DIRECTORATE OF WATER SUPPLY AND SEWERAGE (DPUK) MINISTRY OF PUBLIC WORK, TRANSPORT AND TELCOMMUNICATION (MoPWTT) THE REPUBLIC OF ALBANIA

THE STUDY ON THE DEVELOPMENT PLAN FOR

SEWERAGE SYSTEM AND SEWAGE TREATMENT

PLANT FOR GREATER TIRANA

IN THE REPUBLIC OF ALBANIA

EIA REPORT

August 2006

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No. of reff. 01 Your No. ……..… 19.07.2006

Tirana on 19/07/2006 subject: Sending the Environmental Impact Assessment to:

Mr. Fahri MAHO General Director

General Directorate of Water Supply and Sewerage Ministry of Public Works, Transport and Telecommunications

The report of Environmental Impact Assessment (EIA) is prepared as component of the main study of the development plan for sewerage system and sewage treatment plant for greater Tirana. The report of Environmental Impact Assessment aim is to complete the main study and assess the environmental impact according to the JICA guideline on EIA and the law No. 8990, date 23.1.2003 "Environmental Impact Assessment". The draft report of EIA in Albanian language and compiled with the requirements of law No. 8990, date 23.1.2003 "Environmental Impact Assessment", it will be needed particularly for the next steps of the project. For this purpose, please find attached 5 copies in Albanian language of the draft EIA report. On this occasion, I would like to thank you for the collaboration, remaining in your disposal to assist in compiling the final report of EIA.

Bujar Dida, PhD., Dr. Environmental Specialist

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THE STUDY ON THE DEVELOPMENT PLAN FOR SEWERAGE SYSTEM AND SEWAGE TREATMENT PLANT FOR GREATER

TIRANA IN THE REPUBLIC OF ALBANIA TABLE OF CONTENTS

TABLE OF CONTENTS LIST OF TABLES LIST OF FIGURES Chapter 1 General............................................................................................................. 1

1.1 Objectives and Need for the Environmental and Social Considerations..................... 1 1.2 Methodology ............................................................................................................... 1

Chapter 2 Policy, Legal and Administrative Framework ................................................. 2 2.1 Policy and Legal Framework ...................................................................................... 2 2.2 Administrative Framework ......................................................................................... 5 2.3 Environmental Approval ............................................................................................. 6 2.4 EIA Procedures ........................................................................................................... 7 2.5 International Conventions ........................................................................................... 10 2.6 Environmental Standards ............................................................................................ 11 2.7 EU Directives.............................................................................................................. 12 2.8 Land Acquisition......................................................................................................... 12

Chapter 3 Description of Proposed Priority Project .................................................................... 14 3.1 Existing Sewerage System.......................................................................................... 14 3.2 Proposed Sewerage System ........................................................................................ 16 3.3 Implementing Schedule and Project Cost ................................................................... 17

Chapter 4 Baseline Environmental Data...................................................................................... 18 4.1 Study Area................................................................................................................... 18 4.2 Physical Environment ................................................................................................. 18 4.3 Biological Environment .............................................................................................. 27 4.4 Socio-Cultural Environment ....................................................................................... 29

Chapter 5 Impact Identification ................................................................................................... 32 5.1 General ........................................................................................................................ 32 5.2 Positive Impact............................................................................................................ 35 5.3 Impacts during Construction Phase............................................................................. 35 5.4 Impacts during Operation Phase ................................................................................. 41

Chapter 6 Analysis of Alternatives .............................................................................................. 43 6.1 With and Without Proposed Project ............................................................................ 43 6.2 Alternatives ................................................................................................................. 44

Chapter 7 Environmental Mitigation Plan................................................................................... 46 7.1 General Mitigation Measures...................................................................................... 47 7.2 Mitigation Measures for Sewer Lines ......................................................................... 48 7.3 Mitigation Measures for Sewage Treatment Plant ...................................................... 49

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Chapter 8 Risk Analysis and Contingency Plan .......................................................................... 57 8.1 General ........................................................................................................................ 57 8.2 Power Supply .............................................................................................................. 57 8.3 E&M Equipment Disruptions ..................................................................................... 57

Chapter 9 Environmental Management, Training and Monitoring Plan...................................... 62 9.1 General ........................................................................................................................ 62 9.2 Environmental Management ....................................................................................... 62 9.3 Monitoring Plan .......................................................................................................... 62 9.4 Environmental Training .............................................................................................. 64

Chapter 10 Public Consultation ..................................................................................................... 64 10.1 Objectives ................................................................................................................... 64 10.2 Process of Public Consultation ................................................................................... 65 10.3 Selection of Stakeholder ............................................................................................. 66 10.4 Minutes of Meetings ................................................................................................... 66

Chapter 11 Conclusions................................................................................................................. 66 LIST OF TABLES Table 2.1 EIA Procedures........................................................................................................... 9 Table 2.2 Classification of Rivers Waters Quality according to UNECE .................................. 11 Table 2.3 Effluent Standards of EU............................................................................................ 11 Table 2.4 National Norms of Air Quality................................................................................... 12 Table 3.1 Existing Interceptor’s Outlines................................................................................... 16 Table 3.2 Summary of Proposed Sewerage System in Greater Tirana....................................... 16 Table 3.3 Implementation Plan .................................................................................................. 18 Table 3.4 Total Project Cost ....................................................................................................... 18 Table 4.1 Data on Temperature in Tirana Municipality ............................................................. 21 Table 4.2 Data on Rainfall in Tirana Municipality..................................................................... 21 Table 4.3 Monthly Mean and Maximum Wind Speed (1951-2000) .......................................... 22 Table 4.4 Prevailing Wind Directions ........................................................................................ 22 Table 4.5 Annual Average Results of Air Pollution in the City of Tirana for 2004 ................... 25 Table 4.6 Value of PM10 of 2003, 2004 and 2005 in Tirana (µg /m3) ....................................... 26 Table 4.7 Noise Level in Tirana District in 2005 ....................................................................... 26 Table 4.8 Existing Protected Areas in Albania........................................................................... 27 Table 4.9 List of the Amphibians and Reptiles in Tirana-Durres Area ...................................... 28 Table 4.10 List of the Mammals in Tirana-Durres Area .............................................................. 29 Table 4.11 Population of Territories Concerned .......................................................................... 30 Table 4.12 Road Vehicles by Kind in Albania.............................................................................. 30 Table 4.13 Economic Active Population and Unemployment Rate ............................................. 31 Table 5.1 International Standards for Noise of Construction Equipment .................................. 37 Table 5.2 The Relation between Concentration of Odor Substances and Odor Intensity .......... 43 Table 7.1 Environmental Mitigation Plan .................................................................................. 51 Table 8.1 Risk Analysis and Contingency Plan.......................................................................... 59 Table 9.1 Environmental Monitoring conducted by Various Institutions................................... 63

LIST OF FIGURES

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Figure 1.1 Schematic Diagram for Approach and Methodology of EIA..................................... 2 Figure 3.1 Existing Sewer Service Area in Tirana and Kamza.................................................... 15 Figure 3.2 Proposed Sewerage System in Greater Tirana............................................................ 17 Figure 4.1 Geological Map in Greater Tirana.............................................................................. 20 Figure 4.2 Hydrogeology Map .................................................................................................... 24 Figure 5.1 Impact Identification Matrix ...................................................................................... 34 Figure 5.2 Land Information of Kashar STP ............................................................................... 39 Figure 10.1 Flowchart of Public Consultation............................................................................... 65 Annex 1: Minutes of Stakeholder Meetings Annex 2: Certificate of Environment Expert

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This EIA report is prepared by Bujar Dida, Environment Expert, who is employed by DPUK in close

collaboration with JICA Study Team. His certification is attached in this report.

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Chapter 1 General

1.1 Objective of EIA

The major objective of this study is to establish present environmental and social conditions of the project

area through available secondary data / information supported by field studies, wherever necessary, to

predict the impacts on relevant environmental and social attributes due to the construction and operation

of the proposed sewerage facilities, to suggest appropriate and adequate mitigation measures to minimise

/ reduce adverse impacts and to prepare an environmental impact assessment (EIA) report including

environmental management plan (EMP) for timely implementation and scheduling of the mitigation

measures. This study has been carried out on the proposed priority projects in Greater Tirana.

1.2 Methodology

An environmental and social consideration study basically includes establishment of the present

environmental scenario, study of the specific activities related to the project and evaluation of the

probable environmental and social impacts, thus, leading to the recommendations of necessary

environmental control measures.

The study, thus, necessarily includes collecting detailed data and information on the existing

environmental set up for establishing “Baseline Environmental Scenario” and study of related data on the

proposed activities. The environmental and social impacts associated with construction and operations

of the project are predicted, and to mitigate the adverse environmental and social impacts, the necessary

environmental control, protective and mitigation measures are finally recommended as “EMP”.

In brief, the scope of the environmental and social consideration study includes:

• To collect relevant primary and secondary data of the city and proposed facilities in reference to priority projects,

• To identify the major environmental and social impacts such as land acquisition, waste, pollution and hydrological change in receiving bodies of treated water, ground water contamination from seepage of the STP, sludge production and disposal or reuse, noise and vibration, offensive odour, health hazard of plant operator, etc. of the proposed STP, pumping station and sewers,

• To carry out the mitigation measures for the risk in construction and operation of the STP due to accident, power cut, etc. and to formulate the necessary mitigation and monitoring plan to reduce the impact of the proposed facilities.

The methodology adopted is presented in Figure 1.1.

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Figure 1.1 Schematic Diagram for Approach and Methodology of EIA

Chapter 2 Policy, Legal and Administrative Framework

2.1 Policies and Legal Framework

(1) Policies

The National Environmental Action Plan (NEAP) prepared in 1993 on the bases of the National

Environmental Strategy, aims at the integration of environmental protection measures in the development

programs of the economic and social sectors. The NEAP constitutes a detailed analysis of this strategy

and has defined tasks for Ministries and Institutions whose activity has an impact on the environment.

NEAP identified six priorities:

• Monitoring industrial and urban pollution; • Establishing admissible pollution standards; • Halting illegal tree cutting and investing in soil erosion prevention; • Assessing the environmental protection needs of the Albanian coastline; • Regenerating severely polluted zones; and

Survey of Project

Identification of Environmental and social Issues

Supplemental Field Survey

Primary Source Secondary Source

Monitoring and Data Collection Data Collection

Source Identification

Synthesis of Data

Establishment of Baseline Sceinario

Impact Assessment

Superimposition of Project Activities

Environmental Management Plan (EMP)

Mitigation Measures

Post Project Monitoring

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• Implementing European-level environmental mechanism.

NEAP is updated in 2001 (UNEAP 2001) with the assistance of EU PHARE program and the World Bank.

The priorities have been identified:

• Improving cooperation among ministries, departments and local authorities; • Developing suitable environmental policies; • Promoting the sustainable use of natural resources; • Improving the country’s environmental inspection structure; • Establishing an information system; • Improving environmental information available to NGOs and the public; • Developing an adequate strategy with business on the environmental issues; • Strengthening the environmental impact assessment system; • Completing the country’s environmental legal framework; and • Drafting local environmental action plans (LEAPs).

Among the NEAP’s objectives is the creation of conditions for future membership of EU. The UNEAP

will be implemented over a period of five years. In 2006, MoEFWM starts preparing National

Environmental Strategy and in the draft stage.

The Government has also decided to prepare local environmental action plans (LEAPs) as a follow-up to

the 1993 NEAP. The development of LEAPs is in conformity with the strategy of decentralizing power

to local government. The LEAPs will provide for environmental assessment at the local level, the

identification of priorities, the establishment of training programs and the development of partnerships

with NGOs. They will also set up local inter-sectoral coordination structures. The process has begun

with the LEAPs for Tirana, Fieri, Dibra, Pogradec, Lezha and Korca.

(2) Legal Framework

The legal system is based on the following hierarchy: Constitution, primary legislation (laws) and

supporting normative acts, such as by-laws, government decisions, decrees, ministerial orders, regulations,

instructions and standards. The Constitution, approved in 1998, calls upon the Albanian authorities to

preserve a healthy environment, ecologically suitable for present and future. To achieve this, the

Government must further improve and complete the legal and institutional framework covering the

environment, nature and biodiversity protection. Albania is in the process of establishing its legal

framework for the environment. Although the first basic law on the environment was approved in 1967,

the development of a modern environmental legal system based on democratic principles began only in

1991. The Government is paying special attention to begin harmonizing its laws with the environmental

legislation of the EU.

The Law “On Environmental Protection” (No. 8934, 5 September 2002), approved in 1993, and amended

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in 1998 and then in 2002, is the basic law, which defines general principles and procedures of

environmental management. The Law establishes national and local policies on environmental

protection, requirements for the preparation of environmental impact assessments and strategic

environmental assessment, requirements for permitting activities that affect the environment, prevention

and reduction of environmental pollution, environmental norms and standards, environmental monitoring

and control, duties of the state bodies in relation to environmental issues, role of the public and sanctions

imposed for violation of the Law. The law provides for the:

• Rational use of the environment and reduction of discharges into and pollution of the environment, prevention of its damage, rehabilitation and restoration of the damages environment;

• Improvement of environmental conditions, related to the quality of life and protection of public health;

• Preservation and maintenance of natural resources, renewable and non-renewable, rational and efficient management by ensuring their regeneration;

• Coordination of the state activities to meet the environmental protection requirements; • International cooperation in the field of environmental protection; • Promotion of public participation in environmental protection activities; • Coordination of the economic and social development of the country with the requirements of

environmental protection and sustainable development. • Establishment and strengthening of the institutional system of environmental protection on national

and local level.

The other laws related to environmental management and protection are given below.

• The Law on Land (No. 7491 and No.7501, 19 July 1991) • The Law on Urban Planning (No. 7693, 20 April 1993, amended by Law No. 8405, 17 September

1998) • The Law on Forests and the Forest Service Police (No. 7623, 13 October 1992, amended in 1994) • The Law on Plant Protection Service (No. 7662, 19 January 1993) • The Law on Protection of Wild Fauna and Hunting (No. 7875, 23 November 1994) • The Law on Fishing and Aquatic Life (No. 7908, 5 April 1995, amended in 2002) • The Law on Pastures and Meadows (No. 7917, 13 April 1995) • The Law on Water Sources (No. 8093, 21 March 1996, amended in 1998) • The Law on Regulatory Framework of the Sector of Water Supply and Waste Water Management

(No. 8012, 28 March 1996) • The Law on Public Disposal of Waste (No. 8094, 21 March 1996) • The Law on Protection of Air from Pollution (No. 8897, 16 May 2002) • The Law on Protection of Marine Environment from Pollution and Damage (No. 8905, 6 June

2002) • The Law on Protected Areas (No. 8906, 6 June 2002) • The Decision on Environmental Monitoring in the Republic of Albania (No. 103, 31 March 2002) • The Law on Environmental Impact Assessment (No. 8990, 23 January 2003) • The Law on Environmental Treatment of Solid Waste (No. 9010, 13 February 2003)

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• The Law on Environmental Treatment of Polluted Waters (No. 9115, 24 July 2003)

2.2 Administrative Framework

(1) Ministry of Environment, Forests and Water Management (MoEFWM)

Albania established its first Ministry of Environment in September 2001. The institutional history for

environmental protection dates back to 1991, when the Committee for Environmental Protection and

Preservation was established within the Ministry of Health. This was followed, in 1991, by the

establishment of the Committee on Environmental Protection within the Ministry of Health and

Environment. In 1998, the Albanian Parliament, through Law No. 8364, transformed the National

Environmental Agency into an independent institution reporting directly to the Prime Minister. The

creation of the Ministry in 2001 continued the trend toward giving greater importance and authority to the

environmental protection authorities. In 2005, Ministry of Environment is changed into Ministry of

Environment, Forests and Water Management.

According to the Law on Environmental Protection, 2002, the main responsibilities of the MoEFWM are:

• To cooperate and coordinate with central and local government institutions, the public and non-profit organizations to increase the level of enforcement of environmental legislations,

• To prepare draft agreements, conventions, protocols, projects and programs that are carried out in the framework of bilateral and multilateral cooperation, including with international environmental organizations, and to follow their implementation when they are finalized,

• To study the country’s needs for specialists and to coordinate the qualification and specialization activities of the personnel dealing with environmental protection,

• To support projects on scientific research, improvement of the state of the environment, introduction of clean technologies and promotion of activities of non-profit organization,

• To assist the local government bodies on environmental protection and in the preparation of local environmental action plans.

In addition, the Minister has authority under the law to request the Prime Minister to suspend approval of

sectoral strategies and plans that do not comply with the environmental statement and to consult the

relevant ministries on the determination and rational use of environmental funds.

The Ministry has eight directorates: Forests and Pastures Policies Directorate; Nature Protection Policies

Directorate; Pollution Prevention Policies Directorate; Fishing Policies Directorate; Control Coordination

Directorate; EIA & Environmental Permit Directorate; Supporting Service Directorate; Internal Auditing

Directorate.

(2) Regional Environmental Agency (REA)

The MoEFWM has 12 Regional Environmental Agencies (REAs). REAs are specialized bodies in

environmental protection, which operate at prefecture level. The REAs:

• Realize the enforcement of legislation for the protection of the environment on local level;

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• Assist the local government bodies in the field of environmental protection and management within their jurisdiction; cooperate with the local government for the development of local environmental action plans, programs and projects;

• Promote the use of clean technologies and introduction of environmental management systems; • Are involved in the process of the approval of the environmental permit and declaration, by

performing the duties defined by the MoEFWM in a special regulation. They provide the environmental consent and authorization for local activities;

• Develop and submit for approval in Prefecture’s Council the biannual report on the state of the environment in the prefecture; this report is published after the approval;

• Undertake awareness activities for the protection of the environment and cooperate with the community, the public and environmental NGOs and professional business organizations.

(3) Local Government

The local government authorities represent the most important governmental structure for the

administration and the protection of the environment that they have under jurisdiction, by implementing

the responsibilities, rights and duties given to them by the Law on the Organization and Functioning of

Local Government, No. 8652, 31 July 2000. In the field of environmental protection, they have the

following duties:

• Realize the implementation of the environmental legislation; • Draft local plans for the environmental protection and plans for the territory adjustment; • Publish the programs and measures for the protection of the environment; • Inform the public on the state of environment and local activities that are subject to the

environmental impact assessment; • Promote and support the activities of the non-profit organizations for the environment, by drawing

their opinion in the environmental decision-making process; • Define the sites for the collection and elaboration of the production and human life wastes, in

accordance with the environmental criteria and development plans; • Organize the deposit of the wastes and hazardous substances as well as the protection of green areas

in urban centers and around them; • Administer the urban wastes, the waste water treatment and solid wastes plants; • Discipline the transport and the constructions in the urban environment.

2.3 Environmental Approval

The Albanian Law on Environmental Protection requires that any project or activity that will affect, or be

likely to affect the environment, have to receive an Environmental Declaration, Environmental Permit,

Consent or Authorization by the MoEFWM before implementation may commence. A decision by the

Council of Ministers has defined the projects to which this process is applied. Without a positive

Environmental Declaration the Council for Adjustment of Territories (KRT) for the locality will not grant

a construction permit and construction may not legally commence and without an Environmental Permit

an activity with an environmental impact may not commence and continue.

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The Environmental Declaration is the official document issued by the MoEFWM, after the review of the

request and relevant documentation for the approval of the environmental elements of a project, plan or

program that requires construction works, installations or schemes. In case the approved project does

not start its implementation within two years from the issue data of the approval, the Environmental

Declaration becomes invalid and the application procedure starts from the very beginning. If the project

implementation is performed in compliance with the Environmental Declaration, the competent authority

issues the relevant Environmental Permit, in compliance with the requirements of Law on Environmental

Protection. An Environmental Permit is the official document issued by the MoEFWM, after the review

and consultation of the request and its relevant documentation, with all the concerned stakeholders. It

approves the exercise of any activity having an impact on the environment.

Each approval may include mandatory conditions and procedures to be implemented, so that pollution

and damage to the environment do not exceed the allowed norms. The MoEFWM has authorized its

local offices, REAs to issue the Environmental Permits for activities with a lower level of impact on the

environment, entitled Environmental Authorization (greater impact) and Environmental Consent (lower

impact).

All applications for environmental approvals are submitted to the REAs of the region in which the project

will be implemented or the activity will be exercised. The REA has certain powers to approve the

implementation and operation of small projects with no significant environmental impacts. In other

cases it is responsible for reviewing documentation and forwarding the request to the MoEFWM for

processing with recommendations for approval, rejection or enhancement.

For this study, the Environmental Declaration should be obtained at the Feasibility Study stage. To

obtain the Environmental Declaration, the request and relevant documentation including EIA report

should be submitted.

2.4 EIA Procedures

Environmental Impact Assessment (EIA) was introduced in the 1993 framework Law on Environmental

Protection. A Law on Environmental Impact Assessment (No. 8990) was approved on 23 January 2003

and it defines the rules, procedures and deadlines for identifying and assessing the direct or indirect

impacts of project or activities on the environment. The Law established the steps necessary to

implement EIA procedures; presentation of the application, preliminary review, selection and

classification criteria, public hearing and consultation, access to information, duties and rights of other

bodies. The MoEFWM is the legal competent authority for requesting, reviewing and approving EIA

documentation. The Law also provides the list of activities that should be subject to the Profound

(advance) process and Summary (outlined) process of impact assessment on environment.

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• A summary (outlined) EIA: this is for projects that may be expected to have less significant potential impacts that still require the assessment of their impacts by the expert. They include projects listed in Appendix 2 of the Law on EIA, and any changes or rehabilitations of projects listed in Appendix 1.

• A profound (advanced) EIA: this includes the projects with significant potential impacts, as listed in Appendix 1 of the Law on EIA, those projects listed in Appendix 2 which the MoEFWM considers will have a significant impacts on the environment, and activities that are to be implemented in a protected area or in the marine environment of the Republic of Albania.

Under the regulations, waste water treatment plant with a higher capacity than 150,000 equivalent

inhabitants shall conduct “Profound (advanced) process of impact assessment” on environment.

Law (No. 8990) on Environmental Impact Assessment, Appendix 1 37. Plants of treatment of urban liquid discharges with a higher capacity than 150,000 equivalent inhabitants

The profound EIA shall contain the following information:

• Objectives of the project; • Detailed objective description; • Data on present environment of the area and in its vicinity where the project is implemented; • Detailed description of all installations that are part of the project or will be used during its

implementation; • Construction plan and the deadlines of its implementation; • Description of engineered values that are constructed or enlarged and of necessary works for project

implementation; • Potential impacts on environment and proposed measures to prevent or bumper these impacts; • Monitoring program of project impact on environment; • Conformity of the project with territory adjustment plan and with economic development plan of

area where project will be implemented; • Summary of consultations with local government organs, the public and environmental NGO/NPO

and of their opinions; • Rehabilitative measures in case of pollution and damage of environment as well as their cost; • A copy of the license of natural or juridical person which has prepared the report of impact

assessment on environment; • Procedures and reasons of selection of site where project will be implemented, description of at

least two additional options of location of project; • Its direct and indirect level of impact on environment; • Potential impact of options (of project) on environment and health • Risks of accidents with significant impact on health and environment and measures to prevent

these; • Trans-border impact on environment if any; • Technical measures plans to prevent and bumper negative impacts on environment; • Detailed descriptions about sustainable use of energy, of natural and mining resources; • Potential negotiations plan with local government organs, the public and environmental NGO/NPO

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during the phases of planning, review and implementation of the project.

The project applicant is responsible for submitting the application including the EIA report for

environmental approval to the MoEFWM. Any EIA report shall be prepared by an expert certified by

the MoEFWM for preparing such reports and for environmental auditing. Currently the MoEFWM has

licensed approximately 100 such experts.

The procedures of EIA are summarized below. REA in collaboration with the applicant with in five (5)

days from the receipt of request shall classify the proposed project in accordance with the Law on

Environmental Protection and decide whether it will undergo the profound process of impact assessment

on environment. When from the classification results the project should undergo the profound process

of EIA, the REA shall request in written to the applicant to submit the profound report of EIA. The REA

notifies about this decision to the MoEFWM that issue licenses of construction and activity as well as

local government of the area where the project will be implemented. The applicant may present a

complaint to the MoEFWM within ten (10) days from the date of notification of the decision. The EIA

report shall be compiled by licensed natural and juridical persons, selected, contracted and paid by the

applicant. The compilers of the report shall be liable for accuracy of data and recommendations in

accordance with laws in power. For any EIA required, the REA shall conduct the initial review of the

EIA report and the data presented and shall consult with its experts and other appropriate bodies. It will

then prepare, in writing, a recommended decision in favor of approval or refusal with justifications, also

propose any environmental conditions, monitoring requirement, etc., to be included in the approval. The

decision shall be forwarded to the MoEFWM within twenty (20) calendar days of the submission of the

EIA report, accompanied by the EIA report. The MoEFWM shall review the REA’s decision, seek

expert advice, etc., as required and either approve or reject the application, with the necessary

justifications within 3 months from the data REA has forwarded the request to MoEFWM.

Table 2.1 EIA Procedures Procedure Description 1) Classification Judgment of the EIA level based on the Law and consultation with

MoEFWA (Profound process or Summary process) 2) Preparation and Submission of the EIA Report

Reports shall be compiled by licensed natural and juridical persons. Profound reports shall contain the items mentioned above.

3) Initial Review, Inspection and Opinion by the Regional Environmental Agency (REA)

<Within 5 days> REA shall conduct the initial review. EIA level of the project shall be finalized. <Within 20 days> Approval / refusal and opinion by REA shall be forwarded to MoE.

4) Review by MoEFWM Review by the MoEFWM shall be conducted within 3 months. Following procedure is needed for profound EIA. 1)Establishment of the commission 2)Consultation with Interested Parties (Central organs. Urban and Tourism Development organs, Local government organs, Specialized

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institutions in the environmental field) 3)Public Debate organized and directed by local government organ (Central and local government organs, specialized institutions, interested people, environmental NPO and applicant) - 1 month notification of EIA report - 1 month deadline to organize debate and notification to the participants within 10 days in advance

5) Decision – making and Notice / Appeal of Decision

- Within 5 days from the submission of the commission report MoE shall take the respective decision announcing the environmental declaration or permit - The decision shall be published and shall be delivered to the applicant, state and local organs - Against the decision the proposes may appeal within 30 days of its publication

2.5 International Conventions

Albania has signed and ratified a number of international environmental conventions, protocols and

agreements. The international agreements are reflected in national legislation through the adoption of

laws, for example: the Law on adherence to the Basel Convention, the Law on the Vienna Convention and

Montreal Protocol, the Law on the UN Convention to Combat Desertification and the Law on the Aarhus

Convention.

• Convention on environmental impact assessment in the trans-border context (Espoo, Finland) ratified in 1991

• Convention on protection and use of water streams and international lakes (Helsinki 1992) ratified in 1994

• Convention on climate changes (UNFCCC) ratified in 1994 • Convention on biological diversity (Rio de Janeiro 1992) ratified in 1996 • Convention of wetlands of international importance, in particular as habitats of water poultries (The

Ramsar Convention) ratified in 1996 • Convention of trans-border impact of industrial accidents ratified in 1997 • Convention on control of trans-border transportation of hazardous waste and their disposal (The

Basel Convention) ratified in 1997 • Convention on preservation of wildlife and natural European habitats in 1998 • Convention on fight against desertification in those countries that suffer severely from dryness and

desertification, in particular in Africa ratified in 1999 • Convention on access to information, public participation in environmental decision-making and

access to justice in environmental matters (The Aarhus Convention) ratified in 2000 • Convention on protection of marine environment and coastal area of Mediterranean Sea (The

Barcelona Convention) ratified in 2000 • Convention on protection of ozone layer • Convention of preservation of wild animals’ migrant species ratified in 2000 • Kyoto Protocol on UNFCCC ratified in 2004

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2.6 Environmental Standards

(1) River Water Quality Standards

In Albania, water quality standards for the rivers and sea have not yet been defined. According to the

“Statistical Yearbook 1991-1999”, INSTAT, the quality of 80 % of river water falls within the criteria of

the first category of UNECE classification.

Table 2.2 Classification of Rivers Waters Quality according to UNECE Category Ptotal NO3 O2 NBO5 NKO NH4 Class I <10 <5 >7 <3 <3 <0.1Class II 10-25 5-25 7-6 3-5 3-10 0.1-0.5Class III 25-50 25-50 6-4 5-9 10-20 0.5-2Class IV 50-125 50-80 4-3 9-15 20-30 2-8Class V >125 >80 <3 >15 >30 >8

(2) Effluent Standards

The draft of the effluent standard is ready and at the approval stage. However, the effluent standard is

for industrial effluent and that of municipal wastewater is not included. Since the Albanian Government

is considering joining the EU in future and will take the necessary measures to achieve the EU Directives,

EU Directives should be set as a goal to be satisfied in the future. Applicable effluent standards based

on EU directives are given in the table below.

Table 2.3 Effluent Standards of EU Concentration

(mg/L) Minimum reduction

Percentage (%) Measurement method

BOD 25 70 – 90 Unfiltered Nitrification inhibited

COD 125 75 Potassium dichromate TSS 35 90 under - 0.35 μm of membrane filter

Drying at 105 ℃

- Centrifuge for at least five minutes with 2800 to 3200 G Drying at 105 ℃

(3) Air Quality

The existing set of air quality standards was established in 1974 in a regulation approved by the Ministry

of Health. Generally these standards were based on maximum allowable concentrations (MAC).

There have been no regulations on the emission standards for ozone and PM10. For the latter, WHO air

quality standards have been used. In the 2002 Law on Environmental Protection, Article 50 states that

the definition of norm values, as the admissible level for the use of the environment and its elements, is to

be “based on EC Directives, objectives of the national environmental state policy and best available

techniques”. In general, Albania has expressed its intention to align its environmental legislation,

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including that on air protection, with EU legislation. However, no time schedules have been set.

Table 2.4 National Norms of Air Quality Measureing station LGS PM10 SO2 NO2 O3 Pb

National Norms 140 60 60 60 120 1.0 EU Norms 80 50 50 40 120 0.5

Source: MoEFWM (4) Noise

No standards for noise exists in Albania.

2.7 EU Directives

EU Directives / Code / Standard shall be respected in the plan / design. Main EU directives related to

the project are as follows:

• Directive 91/271/EEC on Urban Waste Water Treatment • Directive 98/15/EEC amending directive 91/271/EEC • Directive 2002/60/EU Water Framework Directive • Directive 96/61/EC Integrated Pollution Prevention and Control (IPPC) • Directive 97/11/EC Environmental Impact Assessment (Albanian EIA system has been harmonized

already) • Directive 86/278/EEC protection of the environment, and in particular of the soil, when sewage

sludge is used in agriculture • Directive 76/160/EEC Bathing Water Quality • Directive 98/83/EC Quality of Water intended for Human Consumption

2.8 Land Acquisition

All procedures for expropriation are based on:

• Law No. 8561 dated 22.12.1999 “On Expropriation and Temporary Utilization of Private Property for the Public Interest”

• Government Decree No. 126 dated 23.3.2000 “Composition and Procedures of the Special Committees for Expropriation”

• Government Decree No. 127 dated 23.3.2000 “On the Content and Procedures for the Submission of the Requests and Notifications for Expropriation and Temporary Utilization of private Property for the Public Interest”

• Government Decree No. 138 dated 23.3.2000 “On Technical Criteria for Evaluation and Calculation of Compensation for Expropriated Private Property, Devalued Properties and Third Party Rights”

• Government Decree No. 147 dated 31.3.2000 H.E.Dr. Bajram Raxhepi “On Functioning Rules and modalities for Special Committees for Expropriation”

(1) Land Expropriation Procedures

When the realization or protection of public interest cannot be achieved without exercising the rights of

ownership over movable or immovable properties that are privately owned, the Council of Ministers, on

the application of the requesting subject in favor of whom the expropriation is to be done, on the proposal

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of the minister who is competent under this law, decides on the expropriation of these properties.

When the expropriation is done on the application of a private juridical subject, the competent minister, in

the capacity of legal representative of state property, is authorized by this law, on the preliminary

application of this subject, to make the transfer of ownership of the properties expropriated by the state in

favor of the private subject who has applied for expropriation, on the condition that the realization of the

building or investment for a public interest for which expropriation was performed has been verified

according to law.

When the private applicant does not seek the transfer of property in his favor, the property remains in

favor of the State.

Based on the Law and Government Decrees listed above, the interested person (juridical person) submits

the request to the line ministry (or ministry responsible for the sector), with, as attachments, documents

which are listed in Article 10 of the above law.

• A Special Committee for expropriation is established in the responsible line ministry. • When the ministry, through the Special Committee, is convinced that the documents are prepared

based on the law and government decrees, it decides to accept the request for the expropriation and notifies the person that has made the request.

• Within 10 days from such a notification it is foreseen to enter into agreement between the Ministry and the person which has made the request.

• Within 10 days from the date of the signing of the agreement, the Ministry starts the procedures with respect to the owners of the properties affected. In the meantime a public notification is published in official newspapers and reputable notional and local newspapers. These notifications are published during one week.

• One month after the latest date of publication, the ministry submits the proposal for the expropriation to the Government, to take the final decision.

The subject in favor of whom the expropriation is done submits the application for expropriation to the

ministry that is competent pursuant to law. The application shall be accompanied by the following

documentation:

• Official documents that attest its status and registration as a juridical person. • Necessary designs, approved according to law, as well as the respective legal arguments about the

public interest connected with the realization of these projects. • Documentation related to the source and guarantee of the financial funds necessary for the

realization of the project, including those for expropriation or because of devaluation. • A preliminary valuation of the objects of expropriation and the amount of compensation that is

contemplated for each private owner. • Appropriate licenses and approvals from the competent organs according to the law, in accordance

with the nature and type of the project that is sought to be realized. • Official documents that attest to the manner of realizing the project by the applicant for

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expropriation itself or with third parties, as well as the respective time periods. • A list of the owners of the private properties, for which expropriation is sought; a list of the owners

of private properties that are devalued because of the expropriation; and a list of the third persons who should be compensated for their rights to the private properties that are sought to be expropriated, together with explanations and data necessary for each of them, with the respective estimates of the value of these properties and rights, as well as the addresses and last known residences of the respective owners and third persons.

Detailed regulations related to the content and standards that are to be respected in the compilation and

presentation of the documentation that accompanies an application for expropriation for the public

interest are set by decree of the Council of Ministers.

(2) Procedures for Public Notification

The procedures for the notification of the affected people are as follows:

Ten days from the signing date of the agreement between the Ministry and the person which has done the

request, the Ministry starts the procedures concerning the owners of the properties affected. In the

meantime a public notice will be published in official newspapers and reputable national and local

newspapers. These notifications will be published during one week.

(3) Procedures for establishment of Land Value

The evaluation of the land value is established as an average of the selling price of the region which is

registered in the Immobile Properties Office Registration. The period of this evaluation must not exceed

three months from the date of the official request. If there has been no selling contract the Special

Committee fixes a price based on the rules described in Government Decree No. 138. The owners have

the right to go to the court to contest the amount of compensation. This does not result in suspending

the expropriation procedures.

Chapter 3 Description of Proposed Priority Project

3.1 Existing Sewerage System in Greater Tirana

(1) Present Sewer Service Area

The present existing sewer area is in approximately 90 % of Tirana City and some area in Kamza city.

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Figure 3.1 Existing Sewer Service Area in Tirana and Kamza

(2) Sewer / Drainage Networks and Discharge Point

There are many discharging points along Lana River and 5 discharging points along Tirana River in

Tirana Municipality. There are three discharging points along Tirana River in Kamza Municipality.

(3) Physical Condition of Sewer / Drainage System

Existing drainage / sewerage facilities were constructed in 1962. It seems that almost all of existing

facilities are not keep in good conditions. Italian Cooperation conducted an investigation in “Mihal

Duri” Tirana area. The following problems are reported:

• As result of residual inert material coming from building works and various sediments, the main and primary sewers are obstructed,

• Stoppage (blocking) of the manholes with residuals that cause an outflow of the sewage; also owing to the continuous theft of the streets drain covers,

• Under-sizing of the interceptors, as a consequence of the expansion of inhabited areas – with related not planned linkage – and due to the increase of population, that causes overpressures in various parts of the network with related floods,

• Construction of the buildings (especially added laterally to pre-existing buildings) over the existing sewer network, thus leaving it blocked or in the part surrounded by the building,

• Several manholes, during the works to asphalt the roads, have been covered with asphalt, thus making the maintenance of the network more difficult or sometimes impossible,

• Discharge points in the Lana and Tirana Rivers have been obstructed by buildings residuals or solid waste and are the cause of criticality for all the up-hill network,

• The material used to produce the interceptors and the sewer network is concrete or reinforced concrete, that often results not suitable for the features of the specific site,

• The bulk of interceptors have been constructed in the 60s and have finished their natural lifetime, with related problems of obsolescence, breaches, infiltrations, losses in correspondence of the pipe connections, etc.

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• The largest part of the storm water overflow chambers present at now is partially or totally useless due to the building of new unauthorized structures.

(4) Hydraulic Capacity of Sewer / Drainage System 1) Tirana Municipality

The interceptors are outlined in Table 3.1. These interceptor capacities are not enough to carry rainwater with sewage but are much larger than sewage flow capacity. At present collected sewage and rainwater are discharged into river directly. If the STP accepts all flow carried by the present sewer pipes, a huge facilities will be required in a limited area.

Table 3.1 Existing Interceptor’s Outlines Name Diameter Covering Area

Lana north interceptor ○0.8 - □2.5 x 2.5 Noth of Lana river Lana south interceptor ○0.8 - □2.5 x 2.5 South of Lana river Tirana interceptor ○0.6 - □1.4 x 1.4 Southern part of Tirana river Dibres interceptor ○0.6 - ○1.0 Central part of Tirana City

2) Kashar Commune

There are some pipes and watercourses for sewage with rainwater in residential areas. Along Rruga e Durresit, there are many factories and drainage systems which used for agriculture. According to the latest development plan, almost drainages are covered as utilizing conduits and surfaces of them are converted into roads. Sewage will be flowing in these drainages and be discharged into the Lana River directly. This drainage system does not have enough capacity to carry design rainwater volume, but has too much capacity for sewage system.

3.2 Proposed Sewerage System in Greater Tirana

The table below summarize the proposed sewerage system in Greater Tirana. The detail description is

Chapter 3 of Part II.

Table 3.2 Summary of Proposed Sewerage System in Greater Tirana Item Description of Proosed Sewerage System

1. Location The proposed STP site with about 47 ha is located at Mezezi Stalla in Kashar Commune, the south-west of the Tirana city (Figure 3.3)

2. Capacity etc. Service population in the year 2014 : 342,500 Service area : 2,343 ha Capacity (max. daily) : 95,900 m3/d Design average daily flow : 77,100 m3/d Design maximum daily flow : 95,900 m3/d

3. Sewage characteristics

Design influent quality Design effluent quality Standard of EU BOD: 200 mg/l 24 mg/l 25 mg/l SS : 200 mg/l 30 mg/l 35 mg/l

4. Sewers Trunk sewer : Dia.: 900~1,500 mm, Length: 4.2 km Main sewer : Dia.: 200~600 mm, Length: 1.4 km Branch sewer : Dia.: 200 mm, Length: 27.6 km

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5. Treatment Method Treatment Method : Trickling filter Treatment process flow diagram : Sewage Flow Sludge Flow

6. Sludge Production and Disposal

Wet / Dewatered sludge production : 22.6 ton/d, 8.2 ton/d Disposal method : landfill at the disposal site which WB proposed

7. Receiving water body Stream near-by, meeting the Lana River at Kashar

The figure below shows the area of proposed sewerage project and the layout of the sewers and STP.

Figure 3.2 Proposed Sewerage System in Greater Tirana

Raw sludge Thickener

Anaerobic Digesters

De-watering (sludge drying

bed)

Influent Coarse / Fine Screening

Chlorination

Primary Sedimentation

Grit / Sand Removal

Influent Pump

Effluent To the stream of Lana River

Trickling Filter

Secondary Sedimentation

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3.3 Implementing Schedule and Project Cost

Table 3.3 Implementation Plan 2009 2010 2011 2012 2013 Detailed Design and Tendering Pre Qualifications and Contract Land Acquisition and Compensation Sewers Construction Sewage Treatment Plant Construction Construction Supervision

Table 3.4 Total Project Cost Component Total (million Lek)

Direct Construction Cost Trunk Sewer 2,038 Main and Branch Sewers 288 Sewage Treatment Plant 4,054 Total of Direct Construction Cost 6,380 Indirect Construction Cost Land Acquisition and Compensation 1,146 Administrative Expenses 319 Engineering Services 638 Physical Contingency 638 Capacity Building 147 Total of Indirect Cost 2,888 Total Project Cost 9,268

Chapter 4 Baseline Environmental Data

4.1 Study Area

The study area for priority project is south part of Tirana Municipality and Kashar Commune (see Figure

3.2).

4.2 Physical Environment

Albania is situated on the western edge of the Balkan Peninsula, with 28,748 km2, Albania is one of the

smallest countries in Europe. It is situated in a geographical position between latitude 39 degree’s 38’ –

42 degree’s 39’ North and longitude 19 degree’s16’ – 21 degree’s 4’ East. Its total border length is 1094

km., out of which 476 km are coastal line on the Adriatic and Ionian Seas to the west.

Tirana Municipality is the center of the country. It lies in 40 degree’s 21’20” North Latitude and 20

degree’s 14’30” East Longitude.

(1) Topography

Albania is mostly a mountainous country as mountains and hills over 300 m cover approximately 77 % of

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the total land area (28,748 km2). The medium altitude of the country is about 710 m which is about two

times higher than that of Europe. Albania is topographically characterized into four natural regions: the

Albanian Alps, the central mountain regions, the southern mountain region and the western plain. The

low lying western plain leads to medium mountainous levels in the northeast. The southern coast

(Vlora-Saranda) is also characterized by its steep slopes. The highest mountain seen in the northeast of

the country is Mt. Korabi with the altitude of 2,751 m on the border with the former Yugoslav Republic of

Macedonia.

The Tirana City is located half over the western plain next to the Adriatic Sea and the other half over the

mountain and hilly area. The altitude of the study area ranges from 80 m to 130 m and the center of

Tirana is situated at about 110m. the ground surface gradient is ranging from 1 to 5 % declining to

western direction. In the east of Tirana, hilly area is extended to Mt. Dajiti (1,612 m).

(2) Geology

In Albania, two distinct formation types are seen; the western domain consists of Monotonous Permian to

Mesozoic Sediments, while the eastern domain is characterized by Paleozoic to Mesozoic basis, acidic

volcanic rocks and ultramafic massifs. The country has various mineral resources, namely chromium,

copper, nickel and bauxite. Other minerals are kaolin, phosphotized limestone, rock salt, gypsum and

stones (limestone dolomite and marble). Among others, concentration of Albanian chromium deposits is

ranked at the first in the world by a substantial margin in terms of density as being ten times higher than

South Africa and more than twenty times larger than Zimbabwen. Copper reserves in various sources

are assumed to be some 50 million tons. Nickel and bauxite are also famous mineral resources of the

country.

The Tirana syncline presents a depressed area, as a lateral basin, filled with molasse deposits of

serravallian – tortonian. Tirana depression is over put completely on the Kruja tectonic area. Its

western border partly coincides with the over put front of the Kruja tectonic area. So is understandable

that Tirana synclinal presents a depressive unit superposed over the more western part of the Kruja

tectonic area. This depressed unit is created during the wrinkling period pre- Serravallian and Tortonian,

where this location is included and later sedimentation phenomena happened in its basement. Tirana

synclinal was formed in such conditions, presenting a molasse synclinal over put on Kruja tectonic

structure area. It represents a structural unit formed in geological newest period, during Serravallian –

Pliocene, which confirm the new tectonic removal, where the area is included. This synclinal is

characterized by a quiet east flank, with a smooth western downfall and by a hard western flank up to

overturn, which is confirmed also by the seismic crosscuts. This tectonics is reflected also in the late

tectonic and neo-tectonic map of the area. This situation, as above mentioned, is seen also in many

seismic crosscuts, where looks clear that these tectonics, which influenced the forming of this flank in the

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head, are reflected up to the upper levels of the land surface, showing their fledgling. In such conditions

the western flank of Tirana depression presents a range tending to new removes.

Figure 4.1 Geological Map in Greater Tirana

The center of the Tirana city falls in Kuaternar (alQh1, alQh2 and cdpQh), and the hilly part falls in

Tortonian (N13t(b) and N1

3t(c)).

• N13t(b) – clay, alevrolit, sandy lens. You can meet interpolated stratums of coal and coal lens

(Skuterra formation). Around 300 m thick. • N1

3t(c) – Iba formation, 200 – 300 m thick • alQh2 – later Holocene – allusions, gravel, sand. Thickness 5 m. • cdpQh – Holocene – collusions, delluvions, proluvions, allevrites, sandy by pieces. Thickness up

to 5 m.

(3) Climate and Meteorology

The Albanian climate is characterized by hot and dry summers, whereas the winter months tend to be

mild and wet. Owing the prominent diversity of inland topography, the climate is divided into three

main climatic zones. The Tirana area extends to the western part of Mt. Dajti nearly in the middle of

Albania. This area consists of small rolling hills and also extends inside the border of the Fieldly

Mediterranean Climate Sub-zone and Hilly Mediterranean Climate Sub-zone. A humid and mild winter

as well as a dry and hot summer is the typical characteristics of this area.

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1) Temperature

The mean annual atmospheric temperature is 16.8 ℃ in 2004. The coldest month in winter is January with a mean atmospheric temperature of 7.0 ℃, while the hottest month is July with a mean atmospheric temperature of 26.3 ℃ as of the year 2004. The table below shows the annual average temperature in Tirana Municipality from 1992 to 2004, the monthly average temperature of year 2004, and monthly maximum, minimum and average temperature of year 2004.

Table 4.1 Data on Temperature in Tirana Municipality Yearly average temperatures

1992 1998 2000 2002 2003 2004

Tirana 15.3 15.3 16.4 16.7 17.3 16.8

Monthly Average Temperature of Year 2004 in Tirana Municipality

Monthly Average Temperature

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Tirana 7.0 8.9 11.2 15.6 18.0 23.4 26.3 25.3 24.2 18.9 12.2 10.3Source: Agriculture, Livestock, Agro-industry, Fishery, Forestry, Ministry of Agriculture and Food, 2004 Unit: ℃

Year 2003 Maximum average temperature

Minimum average temperature

Average temperature

January 14 6.4 10.2 February 10 0.5 5.2 March 16 4.3 10.2 April 19 8.6 13.8 May 27.8 16.1 21.9 June 32.5 20.9 26.7 July 33 21.7 27.4 August 34.5 21.6 28.1 September 26.8 16.5 21.7 October 21.5 13.6 17.5 November 19.2 11.1 15.1 December 13.9 5.4 9.6

Source: Bulletin 2003, Tirana Municipality

2) Rainfall

The mean annual rainfall is 1,310 mm as of the year 2004. Monthly rainfall in the year is not uniform. During the cold weather, approximately 60 % of the annual rainfall is observed. The highest monthly rainfall occurs in November with a value of 216.5 mm, while the lowest monthly rainfall of 14.7 mm occurs during August in 2004.

Table 4.2 Data on Rainfall in Tirana Municipality 1992 1998 2000 2002 2003 2004 Annual Rainfall (mm) 787 1,173 1,014 1,188 718 1,310

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec2004 166.5 92.2 140.4 137.3 105.9 78.7 80.5 14.7 115.3 82.3 216.5 79.0

Source: Agriculture, Livestock, Agro-industry, Fishery, Forestry, Ministry of Agriculture and Food, 2004 Unit: mm

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(4) Wind Pattern in the Region

The wind regime is analyzed by using the data of main station of Tirana, which is located very close to

the Kashar area. The long term series of wind speed and direction (period 1951-2000) are taken into

consideration. This zone is distinguished by relatively low value of wind speed. The average annual

wind speed reaches the value of 1.5 m/s, with almost uniform distribution during the year. The calmness

accounts for 56 %. The dominant directions of wind are northwest and southeast with the frequencies

14.6 and 12.0 % respectively. The monthly mean and maximum wind speed for the study area are

presented in the table below.

Table 4.3 Monthly Mean and Maximum Wind Speed (1951-2000) Wind Speed (m/s) Month

Average Maximum January 1.4 30 February 1.8 21 March 1.6 22 April 1.6 22 May 1.6 21 Jue 1.5 15 July 1.5 15 August 1.4 21 September 1.4 20 October 1.2 30 November 1.3 20 December 1.3 27

Source: Institute of Hydrometeorology

Referring to the values shown in this table is obvious that the mean spped over the area varies from 1.2

m/s in October up to 1.8 m/s in February. The observed maximum speeds for every month represent not

less variability during the year. They vary from 15 m/s in the June / July up to 30 m/s in January. The

absolute maximum speed recorded is 30 m/s since the beginning of observations in Tirana area.

The table below displays the prevailing wind directions as well as their frequencies. The dominant wind

directions change throughout the year. Northwest is the dominant direction during summer, because of

the more pronounced influence of see breezes, southwest occurs as dominant direction during winter.

Table 4.4 Prevailing Wind Directions Prevailing wind directions Month

Direction Frequency (%) Direction Frequency (%) January SE 17.3 NW 4.7 February SE 19.3 NW 10.4 March SE 14.0 NW 13.3 April NW 15.7 SE 11.4 May NW 17.2 SE 8.6 Jue NW 20.0 SE 7.2

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July NW 20.8 SE 6.2 August NW 20.6 SE 6.9 September NW 18.7 SE 7.3 October NW 13.8 SE 12.1 November SE 17.4 NW 8.2 December SE 17.0 NW 7.0

Source: Institute of Hydrometeorology

It is obvious that March and October are the months where two predominant directions (NW and SE) are

changes the prevalence.

(5) Surface Water

The study area is located in the upstream area of the Ishmi Basin, which shares around 50 % of

Erzeni-Ishmi Basin area (1,439 km2) and relatively flat basin surrounded on three sides by mountains

with the average altitude of about 120m.

The major river in the study area is the Lana River. The Lana River runs through the southern part of

Tirana City from east to west and joins the mid-part of the Tirana River, which join the Ishmi River and

then the Ishmi River flows into the Adriatic Sea. The Lana River is severely polluted by direct discharge

of untreated sewage and uncontrolled garbage dumping.

The Lana River has a length of 29 km with some 3.5 km of concrete embankment in the central part of

Tirana City. Upstream area of the Lana River is thinly populated area and the major activities in this are

in olive oil cultivation. In the mid-part of the river, central part of urban area, where is covered by

concrete embankment, is densely populated and significant volume of sewage discharges into the river

directly from household or small to mid-scale commercial area. Several industries such as beverage or

food processing industries exists in the lower part of the river, after the crossroad of “Rruga Konferenca e

Pezes” and “Bulevardi Bajrm Curri”, where concrete embankment finishes up to the conjunction of the

Tirana River.

Referring to the BOD data for last two years in the Lana River, BOD value in unpopulated upstream area

shows relatively low organic pollution level. However, BOD after the central part of urban area shows

some 50 to 60 mg/l and its maximum value exceeds more than 100 mg/l.

(6) Groundwater

The combination of the sand and conglomeratic packages with the argillaceous ones gives the possibility

to the agglomeration of the considerable amount of the groundwater.

The best argument for this are many wells drilled recently by the farmers themselves and deeper wells

drilled by hydrogeologic service before 1990, which have supplied drinking water to these urban areas

through the water supply system built in different times during these years. But unfortunately today

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these water supply systems are not functioning, so the farmers are forced to bore shallow wells (up to 10

m deep) to obtain the water for their needs.

There are two groups of groundwater complexes: (i) the compact rocks groundwater, and (ii) loamy rocks

groundwater. Based on the geologic formation and their facial nature, there are two types of water

aquifers in the study area:

• Tortonian aquifer complex • Quaternary aquifer complex

Figure 4.2 Hydrogeology Map

1) Tortonian aquifer complex

This water-carrier complex, coincides with the presence of two packages (N13t and N1

3tb) and Tortonian stratums. The packages are in the center of the area, spread over Tirana-Ishmi, mainly north-south direction and fall to the west with an angle of 40-450.

STP Site

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Generally these deposits are represented by argil combined with sandy and alevrolitors. The hydraulic characteristics of this aquifer are:

− The water conductivity in m3/(T), varies from 3.2 - 5.3 − The water conductivity in m/day (T), varies in 0.1- 0.08 − Specific well flow L/sec/ml, varies in 0.025 - 0.04

Maximum water intensity flow from 150-400 m depth is from 0.5 – 2 L/sec. Normally up to 250-400 m deep, the groundwaters belong to the type HCO3-Na with a mineral that fluctuates from 300 up to 500 mg/l, German hardness under 120. In considerable depth the groundwater are salted (the mineral goes 2-5 gr/filter) and become hydrochemistry type CL-HCO3-Na or CL-Na.

2) Quaternary aquifer or groundwater complex of the loamy rocks

Even the quaternary deposits present a small surface in this area and the fact that these deposits are founded in low proportion of the area, should be taken into consideration. The most important in the area are the deposits brought by the Erzen River in the southern-west-southern parts and final part of the region. The water-carrier stratums of the gravels and alluvial sand lie in the lowest and direct terraces of the Erzen River and follow the east to west river flowing. These are shown from Mushqeta and Iba in the east up to the Hardhishta in the west.

(7) Ambient Air Quality

Air quality data are reported to the MoEFWM by the monitoring institutions, namely the Institute of

Public Health and the Institute of Hydrometeorology. However, data are not published, analyzed or

reported on a regular basis. So far, Albania has not compiled a comprehensive emission inventory.

Only emission data for some industrial sectors have been published.

Air monitoring samples for PM10 (particulate matter including organic and inorganic substances less than

10 µm in diameter), black smoke, SO2, NO2, O3, and Pb are taken five days per month in Tirana (5

stations), Korçe (2 stations), Durrës (1 station), Elbasan (1 station), Shkodër (1 station), Fier (1 station)

and Vlorë (1 station) by the Institute of Public Health. There are no measurements of greenhouse gases

such as CH4 (methane) or CO (carbon monoxide). As a result of a rapid growth in traffic, the steady

increase in the number of vehicles moving in Tirana, the air pollution is becoming more and more of a

problem. Air pollution resulting from the circulation of vehicles measures the level of the main air

pollutants such as SO2, NO2, lead, ozone and dust at five measuring stations / areas of the city of Tirana.

According to the systematic measurements carried out by the Institute of Public Health in the framework

of an air-monitoring program in several main cities of the country, some of the results for 2004 are as

follow:

Table 4.5 Annual Average Results of Air Pollution in the City of Tirana for 2004 Measureed pollutant (concentration in µg /m3)

Measureing station LGS PM10 SO2 NO2 O3 Pb Tirana 1 (center) 280 126 16 40 97 0.2 Tirana 2 (Nju Bazar) 233 108 13 31 100 0.16 Tirana 3 (PHI) 151 67 14 23 102 0.13

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Tirana 4 (21 Dhjetori) 965 432 26 57 93 0.3 Tirana 5 (Liceu Artisitk) 219 99 13 21 103 0.2 National Norms 140 60 60 60 120 1.0 EU Norms 80 50 50 40 120 0.5

Source: Komente per studimin e cilesise se ajrit ne Shqiperi, viti 2004, MoEFWM

Form the above table it is evident that LGS exceeds both the national and the EU norm with regard to this

pollutant everywhere. The most extreme case is found at Tirana 4 measuring station (21 Dhjetori) where

the values of PM10 amount to 7 times above the national norm and 8 times above the EU norm. PM10

is the most problematic pollutant from the viewpoint of health in all of the monitored points. This

pollution indicator show that the national norm and the EU norm have been exceeded everywhere by 1.5

to 8 times. The following table shows the average PM10 values in five different points of Tirana city for

2003, 2004 and 2005.

Table 4.6 Value of PM10 of 2003, 2004 and 2005 in Tirana (µg /m3) 2003 2004 2005 Tirana 1 (center) 119 126 129 Tirana 2 (Nju Bazar) 105 108 110 Tirana 3 (PHI) 70 67 73 Tirana 4 (21 Dhjetori) 483 432 445 Tirana 5 (Liceu Artisitk) 98 99 105

Source: Përmbledhja e monitorimeve për cilësinë e ajrit dhe ujrave si dhe niveli i zhurmave, Monitorim vitin 2005, MoEFWM

SO2 and NO2 continue to be below the permitted limits, as the burning of fossil fuels by industry has been

considerably reduced in the last decades.

(8) Ambient Noise

Noise is measured at 15 points in Tirana District. The monitoring data shows that the noise level during

the day and night is quite high. The monitoring data of the urban noises in 2005 are as follows:

Table 4.7 Noise Level in Tirana District in 2005 Monitoring point Average value (day-time) Average value (night)

1. Skënderbeu 69.8 dB(A) 61.9 dB(A) 2. Partizani Panjohur 73.1 58.9 3. Stacioni Trenit 73.3 58.4 4. Laprakë 73.8 60.2 5. 21 Dhjetori 71.9 64.6 6. Kryq. Vasil Shanto 72.3 63.2 7. Ish Blloku 71.4 61.2 8. Pall kongreseve 66.3 51.1 9. Road Elbasanit 71.6 60.7 10. Kryq. Farmaci 10 72.3 63.2 11. Kryq. Drejt Policisë 66.3 49.6 12. Përball stad.Dinamo 68.4 57.2

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13. Përball Shkoll.Bashkuar 70.1 64.4 14. Shkolla 11 Janari 69.7 61.6 15. Kryq. Selvia 72.2 61.6

Source: Përmbledhja e monitorimeve për cilësinë e ajrit dhe ujrave si dhe niveli i zhurmave, Monitorim vitin 2005 MoEFWM

4.3 Biological Environment

The climatic features, geographic position, its relief and geological, hydrological and pedological factors

favor a very high diversity of natural habitats and sub-ecosystems in Albania. They offer conditions for

the existence of about 3,200 kinds of higher plants (30 % of the European Flora) and 756 kinds of

vertebrates, in which many relicts endemic and sub-endemic species can be distinguished.

Albania’s biological environment is suffering from the adverse impacts of unsustainable agricultural and

forestry practices, as well as from industrial pollution and uncontrolled building. Since the 1950s, the

forest area has decreased from 45 % to 36 %of the territory, with consequent soil erosion.

During the last 5 years, considerable damage has been happened on spontaneous flora, forests of laurel,

birch and oak in particular. This situation in general is a consequence of the uncontrolled development

of human activities and especially of illegal constructions.

(1) Environmentally Protected Area

The general surface of the protected areas is 183,749 ha, which is over 6 % of territory of Albania.

Table 4.8 Existing Protected Areas in Albania No. Categories Number Surface (ha) 1 Strictly protected area 4 14,500 2 National parks 13 53,940 3 Monuments of nature (special forest

wood, woodland areas) 115 4,600

4 Managed areas 26 42,898 5 Protected landscape / seascape 4 49,611 6 Protected resource areas 4 18,200 Total 183,749

According to the MoEFWM, there is no protected area in / around the study area. There are 14

monuments and natural sites of historical significance in District of Tirana, and none of them exists in the

study area.

(2) Fauna and Flora

As far as the information from MoEFWM is concerned, there is no endangered fauna or flora existing in

the study area.

The Tirana City has a rich Flora. More than 1,600 different plant species grown in the Tirana Region.

A forested area of some 4,200 ha surrounds the city. The main species are beech, oak, alpine meadows

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etc. In the area of Tirana-Durres, there are 10 different species of amphibians, which means 60 % of the

total species found in Albania. About the reptiles there are observed 25 species, which means 70 % of

the total registered in all Albania. Note that the amphibians and reptiles in the list below included the

area of Tirana-Durres hilly area, not only within the study area.

Table 4.9 List of the Amphibians and Reptiles in Tirana-Durres Area Nr. The species Albanian Amphibians 1 Salamandra salamandra E bukura e dheut 2 Triturus cristatus Hardhuce uji 3 Triturus vulgaris Hardhuce uji 4 Bombina variegate Bretkosa 5 Bufo buffo Thithlopa 6 Bufo viridis Thithlopa e gjelper 7 Hyla arborea Verorja 8 Rana balcanica Bretkosa 9 Rana dalmatina Bretkosa e kuq 10 Rana lessonae Bretkosa Reptiles 1 Emys orbicularis Breshkujze 2 Mauremys caspica Breshkujze 3 Testudo hermanni Breshka 4 Anguis fragilis Kakzogza 5 Pseudopus apodus Bullari 6 Cyrtodactylus kotschyi Hardhuce shtepie 7 Hemidactylus turcicus Hardhuce shtepie 8 Algyroides nigropunctatus Gjarpri i zi 9 Lacerta trilineata Gjarpri jeshil 10 Lacerta viridis Gjarpri i verdhe 11 Podarcis muralis Gjarpri i vogel 12 Podarcis taurica Gjarpri i vogel 13 Ablepharus kitaibelii Gjarpri i holle 14 Coluber caspius Shigjetull 15 Coluber gemonensis Shigjetull 16 Coluber najadum Shigjetull e holle 17 Elaphe l. longissima Bolla e shtepise 18 Elaphe quatorlineata Bolla e varrezave 19 Elaphe situla Bolla laramane 20 Malpolon monspenssulanus Bavroja 21 Natrix natrix Gjarpri i madh i ujit 22 Natrix tessellata Gjarpri i vogel i ujit 23 Telescopus fallax Gjarper 24 Typhlaps vermicularis Gjarpri i holle 25 Vipera ammodytes Gjarpri me nuska

Source: “The Environmental Aspects Study of the Tirana-Durres Hilly Area”, Ministry of Environment

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Table 4.10 List of the Mammals in Tirana-Durres Area ORDER INSECTIVORA ORDER ARTIODACTYLA Fam. Erinaceidae Fam. Suidae

Erinaceus concolor Sus scrofa Fam. Talpidae Fam. Cervidae

Talpa caeca Capreolus capreolus Talpa stankovici

Fam. Soricidae ORDER RODENTIA Suncus etruscus Fam. Sciuride Crocidura suaveolens Sciurus vulgaris Crocidura leucodon Fam. Gliridae

Dryomys nitedula ORDER CHIROPTERA Glis glis Fam. Rhinolophidae Muscardinus avellanarius

Rhinolophus blasii Fam. Muridae Rhinolophus euryale Microtinae Rhinolophus ferrumequinum Microtus epiroticus Rhinolophus hipposideros Microtus (Pitymys) felteni

Fam. Vespertilionidae Microtus (Pitymys) thomasi Eptesicus serotinus Murinae Miniopterus schreibersi Apodemus flavicollis Myotis blythi Apodemus mystacinus Myotis capaccinii Apodemus sylvaticus Myotis emarginatus Mus musculus Myotis myotis Mus spicilegus (abbotti) Myotis mystacinus Rattus norvegicus Nyctalus leisleri Rattus rattus Nyctalus noctula Pipistrellus kuhli ORDER CARNIVORA – FISSIPEDIA Pipistrellus nathusii Fam. Canidae Pipistrellus pipistrellus Canis lupus Pipistrellus savii Canis aureus Plecotus auritus Vulpes vulpes Plecotus austriacus Fam. Mustelidae Vespertilio murinus Lutra lutra

Fam. Molossidae Meles meles Tadarida teniotis Mustela nivalis

Mustela putorius ORDER LAGOMORPHA Martes foina Fam. Leporidae Fam. Felidae

Lepus europaeus Felis silvestris Source: “The Environmental Aspects Study of the Tirana-Durres Hilly Area”, Ministry of Environment

4.4 Socio-Cultural Environment

(1) Population

According to the Population Census 2001, the Albanian population was 3,069,275 as a whole as of 2001,

including 519,720 of Tirana District consisting of Tirana Municipality (341,453) and other communes.

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The Tirana District is one of 2 districts of the Tirana Region (the other one is Kavaje District), and

consists of the Tirana Municipality and 16 communes as Baldushk, Berxull, Dajt, Kamez (Kamuza),

Kashar, Krrabe, Ndsroq, Parke, Paskuqan, Petrele, Peze, Serzhhite, Shengjergj, Vaqarr, Zall Bastar, and

Zall Hell. Among them, Tirana Municipality, Berxull, Kamuza, Kashar and Paskuqan are related with

the targeted area of the Project. Those Municipality and communes have a section for civic registration,

and they register all the name of people living in each territory. According to such civic registration data,

the actual populations of Municipality and communes concerned the targeted area of the Project are as

shown in the following table.

Table 4.11 Population of Territories Concerned Administrative Unit 2001 2002 2003 2004 2005

Tirana Municipality 478,424 494,904 518,243 552,336 581,414 Kamza Municipality 49,068 60,563 63,022 67,033 75,858 Kashar Commune 16,810 17,058 17,202 17,347 18,228 Paskuqan Commune 27,566 29,924 31,642 32,563 34,329 Berxulle Commune 6,693 6,898 7,379 7,669 8,439

Figures between the census and civic registration list are different with each other, but this may often be

able arrive because of different methodology and / or different purposes. For purposes of the project, the

data from the civic registration has a better reliability to apply.

(2) Traffic

The roads under the administration of the Tirana Municipality are 160 km in which are included 258 road.

The actual road condition and that of pavements presents as follows:

− Paved streets 140 km − Unpaved streets 20 km − Public squares 43,682 m2 − Pavement with tiles and beton 384,510 m2 − Paved pavement 147,561 m2

There are some statistics on number of vehicles and passengers in the international seaport, railway

networks, and roads. Following table shows a number of vehicles in the whole nation of Albania:

Table 4.12 Road Vehicles by Kind in Albania Item 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004Car 56,728 67,960 58,682 67,278 76,822 90,766 92,252 114,532 133,533 148,531 174,782 190,004Bus/Minibus 7,582 8,149 6,651 7,612 8,747 9,227 12,306 16,806 20,813 21,026 21,693 25,066Truck/Van 31,084 42,271 25,790 27,774 30,105 34,378 35,266 43,301 49,600 51,960 53,900 46,809Road tractor 8,251 8,842 3,334 2,838 3,151 2,731 1,860 2,274 2,721 2,670 2,957 1,966Motorcycles 15,097 14,339 6,946 5,541 3,645 4,109 3,214 3,808 3,447 3,400 3,896 4,877Trailers 10,965 12,325 12,671 3,497 3,788 3,990 4,250 5,261 6,436 6,367 6,673 5,930TOTAL 131,700 155,880 116,069 116,536 128,255 147,199 151,147 187,982 218,551 235,956 265,904 276,656

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(3) Socio-Economic

In Albania, the mandatory education is fixed at 9 yeas, elementary and primary education. Distribution

of primary and secondary schools and access to basic education it the region of Tirana are quite good.

The regional net enrolment rate for primary education is 98 % in the 2003/2004 academic year. The

level of illiteracy in the region of Tirana is 1.2%, which is lower than the national average, 1.6 %.

According to the 2001 Census, the economic active population is counted at 1,347,281 as of 2001 in the

nation with 22.68 % of unemployment rate. The unemployment rate is rather high comparing with the

other developing countries. The economic active population in Tirana District and Tirana Municipality

are 235,482 and 160,450 with 25.31% and 25.84 % of unemployment rate respectively.

Table 4.13 Economic Active Population and Unemployment Rate Region Economic

active population

No. of actual employed

people

No. of unemployed

people

Inactive people

Employed in agriculture

(%)

Unemployment rate (%)

Albania 1,347,281 1,041,775 305,506 823,156 56.45 % 22.68 % Tirana District 235,482 175,877 59,605 145,619 22.19 % 25.31 % Tirana Municiplaity 160,450 118,996 41,454 99,748 0.14 % 25.84 % Source: INSTAT (4) Public Health

In Albania, people who come to the public health and medical organization including hospitals, clinics

and other facilities are not required any payment to such medical centers because that the Government

give a medical subsidy to such facilities. According to a study of the World Bank, the Government of

the state gives such subsidies at amount of around 3 % only of GDP to such health and medical facilities.

This amount seems to be rather low comparing with the other countries located nearby (e.g. in Croatia, it

is 13 % of GDP). Based on the Ministry of Health, the Government of the State has given a rounded

amount of Leks 16 billion both in 2002 and 2003.

Average times to visit to hospitals and / or clinics per visited persons in Tirana District can be estimated at

2.40 times (or days) per year. And, average days in bed per hospitalized person also can be estimated at

7.62 days in Tirana District.

According to the data from INSTAT in Tirana City, the following public health institutions exist:

− 4 hospitals − 15 policlinics − 12 women consultancy − 13 child consultancy

During 1993-2004 according to the information by the Ministry of Health there have been licensed 1,491

private subjects:

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− 402 medicines − 374 pharmacists − 376 dentists − 48 medical clinics − 12 medical laboratories − 97 pharmaceutics store − 8 dental laboratories − 8 optometry, etc.

Chapter 5 Impact Identification

5.1 General

The basic purpose of EIA is its use as a planning tool so that the environmental and social considerations

are incorporated in initial stages of project planning and the cost of environmental protection measures

are treated as an integral component of the total project cost. The impact of the proposed project may be

grouped into two categories namely (1) construction phase impacts, (2) operation phase impacts. The

impacts during construction will be short period while the impacts during operation phase would be long

term.

The first step in EIA is to identify the potentially significant impacts. The various aspects considered in

impact identification of the project are as follows:

• project components, • project phases, • impact generating activities, • type of impact.

The overall identification of the impacts has been done by using a matrix table that is a common tool to

identify and present in a compact way the various impacts of a project. Therefore the impacts are being

described in more detail for the construction phase and the operation phase.

In the matrix table, the activities are arranged in columns and environmental parameters in rows (Figure

5.1). The matrix thus identifies the environmental factors likely to be affected, and the activities

responsible for this. The cells which fall at the junction of an activity and an affected parameter, have

been shaded. The impacts may be negative and positive. This will be analyzed in further section.

(1) Activities during the construction phase

During the construction phase, the following activities are likely to contribute the significant

environmental impacts:

• Site preparation (fencing, grading and clearing of site) • Excavation (leveling of ground, digging of foundations, etc.)

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• Construction of connecting roads, pumping station, STP and trunk sewers, etc. • Transportation and disposal of earth materials and construction spoils • Soil compaction • Construction camps (temporary site office, maintenance workshops, facilities and other

infrastructure to support all these activities and also workers camps) • Employment of people

All these activities will have impact on environmental parameters as identified in the preceding section.

Several types of negative impacts upon environment may be caused during construction phase, primarily

due to negligent practices. Appropriate techniques and responsible supervision is needed to avoid /

minimize / mitigate these adverse impacts.

(2) Activities during operation phase

The major project activities which are likely to impact the environment when the project is operational

are:

• Energy utilization • O&M of STP • Treated effluent discharge from the STP • Sludge disposal from the STP

Figure 5.1 gives a visual representation of the parameters affected at construction and operation phase.

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Figure 5.1 Impact Identification Matrix

Phases

Parameter

Site Preparation

Excavation

Construction

Transportation and disposal of earth

Soil Com

paction

Construction C

amps

Employm

ent of People

Energy Utilization

O&

M of treatm

ent plant

Treated Effluent Discharge

Sludge disposal

Air Quality

Noise / Vibration

Water Environment

Soil Quality

Flora & Fauna

Land use

Socio-Economic

Public Health

Land Acquisition

Traffic

Worker Health

Construction Phase Operation Phase

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5.2 Positive Impacts

The new construction of sewerage facilities and the treatment of the sewage generated in Tirana City will

improve the quality of life and the life style of the people. Better sanitation facilities mean better health

conditions and a cleaner environment. The risk of contagious diseases can be minimized and to an

extent even mitigated. Laying the sewer would reduce the chances of contamination of the groundwater

and in the water supply pipelines leading also to reduced incidence of diseases, improved health and

economic well being of the community. Also, the discharge of sewage in the road drains, streams and

the Lana River, which emanate foul smells and are unsightly, will be eliminated. The overall aesthetics

of the city will improve which will have a positive impact on the economics of tourism industry.

• The collection and treatment of untreated sewage before entering the Lana River and its streams will improve the river water quality

• Proper collection, treatment and disposal system of sewage will reduce the risks of parasitic infections, incident of various diseases including malaria, typhoid etc.

• A proper sewage handling and disposal arrangement will minimize the chances of contamination of groundwater, surface water and piped water.

• Such provisions assist to maintain ecological balance by reducing damages to fauna and flora. Controlled reuse of sewage supplements agricultural / farming activities and sustenance of environmental protection components.

• Development of the project will encourage increased economic activities like commercial, industrial, etc. and will generate enhanced employment alternatives and economic growth for the city.

• Nutrient rich treated water is used for irrigation.

Beneficial impacts of the project will not be visible during the construction phase, when most of the

impacts are usually adverse, though of short duration and temporary. The beneficial impact of the

construction phase of the project would be the potential for employment of local population during

construction stage, and the associated increase in trade and business, which would have a positive impact

on the economy and the population, as long as it lasts.

In sum, the overall impact of the project on the socio-economic environment is expected to be beneficial

and positive. The residents within the project area will benefit from great improvements in public

health.

5.3 Impacts during Construction Phase

(1) Impact on Sewer Lines (construction phase)

Most of the proposed trunk / main and branch sewers are proposed to be laid on the right of way of the

road.

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1) Acquisition / Severance

The acquisition will not be a major issue since the new sewers are proposed to be laid on the right of way of the roads to minimize land acquisition. Due to the difficulty of laying sewers by open-cut method, some part of the trunk sewers shall be installed using pipe-jacking method. To apply that method, the construction of vertical shafts will be required and thus land should be acquired. However, the area required for vertical shafts are small so the impact is insignificant.

The sewer lines will be installed part by part. Only part of an area will be disturbed at a time and that too for a temporary period, indicating that severance experienced by the people will be for a short time at each particular site.

2) Socio-economic Activities

Since the sewer laying activity is temporary, lasting for 2 – 3 months in each locality, not much socio-economic changes are expected in the area. It may create temporary job opportunities for a few persons in the area as construction laborers, traders and contractors etc. for that period. The impact will be beneficial.

3) Traffic

During the construction of the sewer lines traffic congestion will take place, which will have some temporary impact on the social environment. Hindrance to pedestrian movement will occur due to the construction of sewer lines. Though the impact will be temporary and of short duration.

4) Cultural Property

There will not be any impact on cultural assets during the construction phase of the sewer lines, because no construction activities are carried out near such historical or cultural heritage and in all cases the duration of this activity is very short.

5) Public Health

The dust generated in the atmosphere may give discomfort in respiration systems to the workers and the nearby residents, especially those with respiratory disorders. Thus public health may be adversely affected, but the impact will not be serious and will be of a temporary nature.

6) Waste

The disposal of the spoil will be necessary to restore smooth traffic in the area. It should be disposed of in the nearby low lying areas, in an environmentally compatible manner. The site where spoil is disposed of will need compacting at the end. The planting of trees on such compacted spoil disposal sites can give them an aesthetic look.

7) Ecology

Construction of the sewer lines will not have any impact on the ecological aspects of the area.

8) Landscape

The visual impact during laying of sewer lines will be unaesthetic because of dusty atmosphere, water spreading, muddy soil all around project site. Broken roads and pavements will add to the shabby look and the area will look crowded. The impact will be temporary.

9) Air Pollution

During the construction phase, air quality will be deteriorated by the increase in the SPM (suspended

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particulate matter) in the atmosphere during excavation and removal of the excavated earth. It will also be deteriorated due to vehicular movements near the site of laying the sewers, however the adverse impact will be temporary and localized within 10 to 15 m from where the sewer line is being laid. The use of water sprinklers for settling the dry dust during excavation will reduce the dust generation.

Vehicular movement to transport pipeline and earth moving equipment will give rise to smoke, hydrocarbons, carbon monoxide and NOx emissions. These emissions will travel down wind and get slowly dispersed in the ambient air. Thus, it will be important to keep vehicles in good conditions to avoid excessive smoke at the site.

Secondary impacts of rise in dust levels will be of the health of workers that may lead to a tertiary impact on the economic output of the labor force.

10) Water Pollution

There are the Lana River and its streams in the project area. If excavated material is not properly stacked, it will find its way during rainy season into the streams and the River, thus increasing suspended solids in the River as a receiving water body.

11) Impact on Soil

During laying the sewers, top soil will be displaced and permanent loss of top soil may occur if it is not stored and replaced. The excavated material needs to be disposed of in low lying areas and top soil should be preserved to avoid permanent loss of top soil. Once excavation is completed and overburden is disposed of in an environmental safe manner, the soil quality will get restored. The impact will be of temporary duration. Soil compacting along excavation for laying sewer lines should be carefully done in order to avoid future settlement. Excavation should be avoided during heavy rainy season in order to avoid landslides resulting in house collapse.

These impacts will be minor and limited to the construction phase only. No major impact on soil quality is anticipated.

12) Impact on Noise

The noise levels during sewer laying will be due to laboring activity and the movements of cranes, vehicles etc. The noise level may reach up to the range of 80 – 95 dB(A). Table 5.1 presents international standards for noise from different construction equipment.

Table 5.1 International Standards for Noise of Construction Equipment Equipment Noise Level dB(A) at 2m Equipment Noise Level dB(A) at 2m

Air compressor 74 – 87 Front-end-loader 72 – 84 Backhole 72 – 93 Grader 80 – 93 Bulldozer 80 Jack hammer 81 – 98 Concrete mixier 74 – 88 Paver 86 – 88 Concrete pump 8 – 84 Roller 73 – 75 Concrete vibrator 76 Craper 80 – 93 Grane 75 – 77 Tamper 74 – 77 Crane with ball 75 – 87 Welding generator 71 – 82 Dump truck 72 – 84

The construction equipment such as jack hammers, excavators, pay loaders, generators and concrete

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mixers will have noise levels above working environmental limits. Workers operating these machines may be affected if equivalent 8 hours exposure is more than the prescribed safety limits. Exposures to impulses of impact noise should not exceed 140 dB(A) and peak acoustic pressure. Exposure to 10,000 impulses of 120 dB(A) is permissible per day.

Noise likely to be generated near the construction site will be in the range of 90 – 105 dB(A) when all equipment are working together and simultaneously. This seems to be a small possibility. Hence, the noise levels are likely to be between 80 dB(A) and 90 dB(A) in an 8 hour shift.

13) Land Use

Construction of the sewer lines will not make any impact on the land use pattern of the area, as most of the sewers will be laid on the right of way of the roads.

(2) Impact on Sewage Treatment Plant (STP) (construction phase)

The construction impacts for the STP are similar in nature to the impacts for the sewer lines but they may

vary in intensity. The location of the STP is undeveloped and therefore the impact of setting up the STP

would be noticeable.

The intensity of the impacts depends on the area to be covered by the STP which depends in turn on the

process and the flow to be treated. Basically the proposed treatment processes are of two extreme types:

(i) extensive treatment by lagoons; (ii) intensive conventional treatment. For the lagoon system, huge

land area is required for the treatment. For conventional treatment, the land requirement is very less for

the treatment.

Project activities during construction phase may include demolishing of village houses, uprooting of

plants and vegetations, and digging of soil. These activities will result in resettlement, cutting of few

trees, dust generation, noise generation by construction equipment, inflow of construction labor, sediment

load in construction water, and generation of solid waste in the form of construction spoils. The main

impacts of construction phase are loss of village houses, agricultural land and few trees and such impacts

are long term. The other impacts of construction phase will be small in magnitude as well as temporary

in nature and are expected to wear out gradually once the construction activity is completed.

The following description is made assuming the selected treatment process of Trickling Filter. The

comparison between the alternative STP locations and processes is presented in chapter 6.

• Type of STP : Trickling Filter • Capacity : 95,900 m3/d • Area required : 47 ha • Location : Mezezi Stalla in Kashar Commune

1) Acquisition / Resettlement / Severance

Land acquisition is necessary for the STP. The effort to avoid the resettlement is made and no resettlement occurs by the proposed project as shown in Figure 5.2.

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Figure 5.2 Location of Proposed STP

The map of land use of the area of proposed STP is obtained from Real Estate Registering Office but it is very difficult to obtain the name of each landowner. The map shows that the site is divided into many parcels / blocks and assuming that each parcel / block belongs to a landowner, more than 80 landowners shall be affected by the expropriation of the proposed STP site.

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Figure 5.3 Land Information of Kashar STP

The severance may occur due to the proposed STP site which will split the some households living north and west side of the site. To mitigate the impact, access road should be constructed.

2) Socio-economic Activity

In general, the construction of the STP will have some positive impact on the economy of a few families who may get financial benefits for a year or two, improving their annual income. The sale of private lands may also bring profits to landowners in the area.

3) Traffic

Currently the traffic in Tirana city is heavy and it is expected that the construction materials have to be transported through the city. This will lead to traffic congestion within the city limit. The road passing near the proposed STP site is narrow and unpaved which will make vehicular traffic difficult during the construction phase both for villagers and construction staff. The impact will be adverse and of short duration. To minimize this negative impact the unpaved road can be broadened and black tapped.

4) Public Facility

There are three steel towers of electricity in proposed STP site, and these should be moved to another place. The removal and transfer of these towers should be done in close consultation with electric company.

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5) Cultural Property

There will not be any impact on the cultural assets in the project area because there are no such assets near the proposed site. In any case, construction activity will not last long and will not involve any blasting or other techniques which might damage or weaken the nearby archaeological heritage.

6) Public Health

There will be slight adverse impact on the public health of the residents near the proposed STP site during construction due to deteriorated air quality and noise etc. However the effect will be temporary. Workers are usually the immediately affected people if unsanitary practices are adopted on the construction site due to high fever, or epidemic diseases. The impact will be adverse but it will be avoidable by providing adequate sanitation facilities for the labor camps.

7) Waste

The spoil will be generated during construction of the treatment plant by way of rejected plant materials, bushes during site clearing, excess earth, etc. The spoil will have to be disposed of in a proper manner at the pre-identified safe disposal sites. Suitable dumping sites will have to be identified near the proposed STP site for any of the options. If not disposed in an environmentally compatible manner, it will create minor adverse impacts in the surrounding area.

8) Land Use

Preparatory activities like construction of access road, temporary offices, quarters etc. will be confined within the proposed site. These will not generally exercise any significant impact except altering the land use pattern of the proposed STP site. There will be no impact on the adjoining land. The land, which is mostly private pastureland, has to be acquired and to be diverted from its present use for creation of the proposed STP. As a result the impact on land use would have some significance and any impact due to construction will be confined within the boundary limits of the project area and will not hamper the land use aspects outside. However, indirectly there may be some change in the land use pattern of the proximate area due to influx of construction work force and supplier who are likely to construct temporary tents in the vicinity.

9) Impact on Soil

Whatever the alternative of STP site, the topsoil of the area that will be covered by the treatment units (sedimentation tank and trickling filter structure) and will be definitely lost. The topsoil of the other parts of the plant site that will be temporarily disturbed or excavated during the construction phase will have to be restored after construction. However, the land of proposed STP is not under active cultivation and only used as pastureland. Thus, the adverse impact would not be significant.

10) Hydrological situation

The stream of the Lana River is very close to the proposed STP site. If excavated material is not properly stacked, it will find its way, especially during rainy season into this natural drain, which shall lead silting and weed growth.

11) Ecology

The impact of construction activities will be primarily confined to the proposed project site. The sites are pieces of farming land and have some trees. The site does not involve any forestland. Thus, the site development works will not lead to any significant loss of any important taxa. As the

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water quality of the surface water bodies is not likely to change due to the construction activities, no impact on the aquatic life is expected.

12) Visual Impacts

The visual impacts at the construction site of the STP will be unaesthetic. The dumping of construction materials will not look any better. Extensive movement of vehicles with badly maintained engines will generate smoke all around the site. The dust at the site will be carried over to nearby areas in windy or stormy weather conditions. Broken pavements and opened roads would add up giving an unaesthetic look to the construction site. However the impact will be temporary and localized.

13) Impact on Air

SPM would be the predominant pollutant affecting the air quality during the construction phase of STP. The soil of the project area is likely to generate considerable quantities of dust, especially during dry condition. Dust will be generated mainly during excavation operation of the treatment unit along with transportation activities and open storage of fine earth materials. However, wind in the area generally being low (15 m/s as annual average), wind blown dust is not expected to have tangible effects. Mostly the automobile traffic and construction machineries will generate undesirable gaseous pollutants. However, this would not lead to any tangible effect, as the expected traffic volume is low.

14) Impact on Noise

During the construction phase, noise will be generated due to movement of vehicles, and operation of light & heavy construction machineries including pneumatic tools (bull dozers, scrapers, concrete mixers, pumps, vibrators, cranes, compressors etc.) that are known to emit sounds with moderate to high decibel value. The construction activity will increase the noise levels up to 80 to 90 dB(A) at peak hours. Noise generated from sources mentioned above will be intermittent and of short duration mostly during daytime. Therefore, no significant impact is anticipated on account of noise generation around the project site. However, the workers are likely to be exposed to high noise levels that may affect them.

5.4 Impacts during Operation Phase

The operation phase of the sewerage project will include collection of sewage from individual service

connections and its conveyance through branch and trunk sewers to the STP. It also includes the

operation of STP. The predicted impacts of these activities are discussed below. Overall, the predicted

adverse impacts during the operation phase will be miner as compared to the construction phase. During

the operation phase, all the beneficial impacts of the project will be realized.

(1) Impact on Sewer Lines (operation phase) 1) Soil and Water

Blockages in the sewer lines due to inappropriate maintenance may turn lead to profuse leaking and occasionally overflow from manholes occur. This results in impacts as identified below:

− On soil quality by contaminating the same and disturbing the soil stability leading to settlement

− On water supply through intrusion of contaminants into water supply system

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− On aesthetic environment due to fly and odor nuisance

2) Occupational Health of workers

Likely impacts on occupational health of workers during operation phase are due to accidents caused by:

− In deep connecting operations − Accumulation of gas in sewers and other confined spaces − Contact with sewage during repair / maintenance

(2) Impact on Sewage Treatment Plant (STP) (operation phase)

Project activities during operation phase include inflow of untreated sewage to the first sedimentation

tank, trickling filter, second sedimentation tank, chlorination and disposal of treated effluent to the

channel. The main impacts of operation phase are chemical hazards & enhanced risk level and such

operational impacts are long term.

1) Water Environment

In all, the impact of the sewage treatment on the receiving water bodies will be highly positive, as no sewage will be discharged untreated into rivers, streams and drains any more. The water quality data showed that most part of the Lana River is polluted. The operation of the STP will reduce 15 tons BOD / day, and it will contribute to improve the deteriorating water quality of the Lana River in Greater Tirana.

The effluent will be discharge into the stream nearby the STP and it flows into the Lana River. The present condition of the stream is polluted with sewage and solid waste and flow is small. Thus, the effluent which meets the EU standards will improve the present water quality of the stream. The amount of effluent is 97,000 m3/d and the stream has enough capacity to receive that amount.

2) Sludge Production and Disposal

On average the sludge production will be 22.6 t /day from the STP. It will be dried on the sludge drying bed or by using de-watering machine. During the drying process, there will be a nuisance of insects around the sludge drying beds and de-watering machine. It can be minimized by spraying insecticides in the area, also by proper maintenance of sludge drying beds / de-watering machine and proper drainage. The wet sludge should be raked often and the dried sludge removed frequently. The dried sludge can be used as manure by farmers if there is the demand or should be disposed of in specific landfill sites. Disposal of sludge with domestic waste is acceptable. Monitoring of the quality of the sludge is required. Movement of sludge tankers from STP can create traffic problems and give rise to noise and odor nuisance. Mode of transport should be appropriate and routes chosen so as to minimize inconvenience to the public. Odor control is also required. It is preferable to use enclosed tankers for transporting sludge.

When carrying out the detailed design of the STP, a sludge disposal plan must be prepared whose objectives are: (i) to identify the land where the sludge can be disposed of, (ii) to define the frequency of land application and (iii) the quantity of sludge to be applied each time. The area

STP site

Effluent point

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where the sludge will have to be stored must also be defined. The sludge disposal plan should also take into account the type of crops and the soil characteristics.

3) Odor Production

STP will generally generate odor without proper operation. In STP, the majority of the odor comes from the sludge handling system such as sludge drying beds and de-watering machine. The Japanese Offensive Odor Control Law classifies the offensive odor into six levels by its intensity. In relation with ammonia and hydrogen sulfide, the relationship between the concentrations of these substances and odor intensities is as follows:

Table 5.2 The Relation between Concentration of Odor Substances and Odor Intensity Odor Substance (ppm) Odor

Intensity Degree of Odor

Ammonia Hydrogen Sulfide0 Odorless 0 0 1 Scarcely perceptible odor. The threshold concentration

that can perceive the existence of substance 0.1 0.0005

2 Faint odor. The threshold concentration that can recognize the kind of odor substance

0.6 0.006

3 Perceptible odor 2 0.06 4 Strong odor 10 0.7 5 Extremely strong odor 40 8

Source: Japanese Offensive Odor Control Law)

4) Noise Level

STP with trickling filter does not involve a lot of mechanical and motor driven equipment such as aerators or blowers and so noise levels are insignificant. No diesel generators are expected to be operated regularly at the location of the STP. Therefore, in view of the treatment technology chosen, it is concluded that the STP will not contribute to or increase the ambient background noise levels in the area.

5) Worker’s and Public Health

Even though the STP will be useful to improve the health of the citizens, it may not be so in regard to the health of the workers who are operating the plant. In the operation phase of the STP, care needs to be taken for the workers’ health. The workers may suffer from epidemic diseases. The impact on their health would be adverse and significant. The workers should be provided with safety equipment for safe handling of the STP – sewage and sludge – and must be instructed in its use. This will eliminate any possibility of adverse health effects on the workers during plant operations. Adequate medical help should also be provided.

6) Ground Water

There is no aquifer runs through the proposed STP site and the chance of ground water contamination is quite low. However, there exists two wells near the site according to the hydro-geological map, thus the monitoring of effluent should be required.

Chapter 6 Analysis of Alternatives

6.1 With and Without Proposed Project

The zero alternative of no project will increase the risks of public health degradation; decrease of

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biodiversity values, and decline of local economy.

If the project are implemented (with the project scenario), sewage discharged to the rivers at present will

be treated in 2014 while if the project are not implemented (without the project scenario) no sewage is

treated and all the sewage discharged finds its way to the Lana River degrading its water quality and river

environment. The estimation shows that the BOD value will be increased to 101 mg/l at the Lana River

without the project, while the present value is 95 mg/l. The BOD value will be decreased to 13 mg/l at

the Lana River with the project.

6.2 Alternatives

The analysis of alternatives of sewerage system, proposed project site, treatment process and routes of

trunk sewer are studied deeply in the Chapter 10 of Part I of Main Report.

In the Feasibility Study, three options are considered as the priority project considering financial cost,

targeted service area and sewage treatment level.

− Option 1: the proposed first stage project, with primary sewage treatment process − Option 2: Service area of Lana River basin, with secondary sewage treatment process − Option 3: Service area of Lana River basin, with primary sewage treatment process

Item Option 1 (Primary Treatment)

Option 2 (Secondary Treatment)

Option 3 (Primary Treatment)

1. Basic Information 1.1 Service Area 6,207 ha 2,343 ha 2,343 ha 1.2 Service Population 695,800 342,500 342,500 1.3 Sewage Flows Ave. Daily:156,567 m3/d

Max. Daily:194,835 m3/d Ave. Daily:77,058 m3/d Max. Daily:95,893 m3/d

Ave. Daily:77,058 m3/d Max. Daily:95,893 m3/d

2. Outline of Sewerage System 2.1 Sewers Trunk: 13.4 km

Main: 28 km Branch: 31 km

Trunk: 4.4 km Main: 1.4 km Branch: 28 km

Trunk: 4.4 km Main: 1.4 km Branch: 28 km

2.2 Pumping Station Capacity: 148.2 m3/ min, at Kashar

2.3 STP:Kashar STP 2.3.1 Sewage Treatment

(1) Treatment Level: BOD and SS Removal Rate

Primary Treatment: 30/40 %

Secondary Treatment: 88/85 %

Primary Treatment: 30/40 %

(2) Water Quality, BOD and SS conc.

Raw sewage: 200/200 mg/L Treated sewage: 140/120 mg/L



(3) Capacity of STP Max. Daily: 260,000 m3/d Max. Daily: 95,900 m3/d Max. Daily: 95,900 m3/d2.3.2 Sludge Generation Wet: 22.1 ton/d

Dry: 8.1 ton/d Wet: 22.6 ton/d Dry: 8.2 ton/d

Wet: 6.7 ton/d Dry: 4.0 ton/d

3. Preliminary Cost Estimate

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Item Option 1 (Primary Treatment)

Option 2 (Secondary Treatment)

Option 3 (Primary Treatment)

3.1 Project Cost (except land)

13,312 (10,244)

11,002 (7,973)

8,197 (5,168)

3.4 Annual O&M Cost 114 Mil Lek/y 91 Mil Lek/y 67 Mil Lek/y

Three options are compared and evaluated with the following criteria selected:

− Beneficiaries: Direct and Indirect − Pollution Load Reduction − Treated Sewage Quality and Flow − Operation and Maintenance Requirements − Project Cost (Direct and Indirect Cost) − Operation and Maintenance (O&M) Cost − Environmental and Social Impacts − Effects on the Sewerage Project Promotion and Public Awareness

Evaluation Criteria

Option 1 Option 2 Option 3

(1) Beneficiaries Direct beneficiaries: 695,800 Direct beneficiaries: 342,500 Same as that of Option 2. (2) BOD Load

Reduction 9.3 ton/day 13.6 ton/d 4.6 ton/day

Efficicy Index

1.1 (=9.3 ton/d / 8.1 Bil. Lek) (BOD removed per direct construction cost)

2.2 (=13.6 ton/d / 6.3 Bil. Lek)

1.2 (=4.6 ton/d / 4.0 Bil. Lek)

(3) Treated Sewage Quality and Flow (Effluent Load of BOD/SS)

BOD/SS conc.: 140/120 mg/L Ave. Daily Flow: 156,600 m3/d (22/19 ton/d)

BOD/SS conc.: 24/30 mg/L, Ave. Daily Flow: 77,100 m3/d (1.9/2.3 ton/d)

BOD/SS conc.: 140/120 mg/L Ave. Daily Flow: 77,100 m3/d (11/9 ton/d)

(4) Operation and Maintenance (O&M) Requirements

Pumping Station (PS): Proper operation of PS is innevitable for conveying and treating the sewage at the STP

STP: O&M technique to operate primary treatment is easier

No need to operate PS. STP:

To operate the full set of sewage and sludge treatment system, training of operator are inevitable. Appropriate removal of sludge is key function of treatment

No need to operate PS. STP:

the same as the Option 1, but the number of facilties is less than that of Option 1.

(5) Project Cost (excluding land acquision cost)

About 10 Billion Lek Direct construction cost: 8 Billon Lek



(6) O&M Cost Index of O&M cost per planned average flow

114 Million Lek/year 1.8 Lek/m3 (=114,000,000/365/156,600)



(7) Environmental The effluent to the receiving The effuent quality is better The impacts of effluent on

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and Social Impacts

water body give negative impacts because the effluent still contains pollution loads and gives a bad impression to the people when they see treated water discharge to the river.

than the present water quality but impact of flow will be needed to assess for further study.

receiving water body are the same in quality but smaller in quantity than that of Option 1.

(8) Effects on the Sewerage Project Promotion and Public Awareness

Because of the largest direct beneficiaries among the options, it is expected that the people enjoy improved living environment and understand water quality improvement in the Lana River. However, it is worry about that people receive a wrong image or a chance of misunderstandig from the appearance of discharged effluent that the sewage treatment plant produces and discharges such polluted water to the river.

It is expected to have smaller beneficiaries but to contribute to improvements in living environment of Lana area and water quality in Lana River in the urban center. But, this option is expected greatly to contribute to the people’s understanding to the sewerage system and effects of swage treatment by visiting STP and seeing the treated sewage.

The same level of beneficiaries is expected as that of Option 2. However, this option also has the same problem as option 1.

Taking the difference of construction and O&M costs among options, the effluent quality and BOD load

reduction, environmental and social impacts and effects of sewerage project promotion and public

awareness into account, it is concluded that Option 2 is favorable for the Priority Project to be Studied its

feasibility to implement the project for the Greater Tirana. The detailed analysis is conducted in Chapter 2

of this report.

Chapter 7 Environmental Mitigation Plan

The objective of preparing an Environmental Mitigation Plan (EMP) is to formulate measures, whose

implementation will:

• Mitigate adverse effects on various environmental and social components and resources as have been identified in the EIA study;

• Protect Environmental Resources wherever possible • Enhance the value of the environmental component wherever possible.

The EMP also includes a plan for monitoring so as to enable evaluation of the success or failure of

environmental management measures and reorientation of the plan if found necessary. It is necessary

that the resources required for the mitigatory / protection / enhancement measures, as also for monitoring

are provided for in the cost estimates of the project so that their implementation is ensured.

The mitigation measures to be adopted cover both the construction phase and the operation phase.

These measures normally are short term during the construction phase and long term during the

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operational phase.

It should be noted that individual mitigation measures implemented bit by bit, may only be partially

effective. In addition, they may on occasion, result in further impacts on the local environment. It is

recommended, therefore, that the undertaking contractors be required to produce an environmental

management plan for all the proposed operations.

The community must be informed in advance about the benefits of the project and possible inconvenience.

The implementing agency must seek co-operation of the local authorities, and execute the project

effectively and efficiently. Success of the project depends upon participation and support of the

community. Efforts need to be made to involve the population at different stages of project execution

and in subsequent maintenance. The construction work should be carefully planned and managed in

order to cause minimum disturbances to people.

7.1 General Mitigation Measures

(1) Construction Phase

The construction phase impacts have been outlined in chapter 5.3. All these adverse impacts have been

taken into consideration. Following measures should be adopted in general for all activities:

• Minimum damage to existing flora and fauna, structures, electricity and telephone cables. • Minimum disturbance to the local activities and business should be ensured. • The sewer pipes should be stacked properly into pre determined location and should not be

cluttered around blocking the pedestrian area alongside the roads. • Excavated earth should be prevented from getting washed into drainage channels, rivers and

streams. • Surplus excavated earth should be disposed of immediately. • Measures should be taken to prevent direct discharge of polluted waters from construction activities

into lake, rivers and streams. • Dust pollution should be controlled with the measures outlined in the in the Table 7.1. • Pavements and roads should be repaired immediately following the construction activity and the

project and surrounding area should be restored to as near as possible pre-project conditions. • Adequate measures should be taken to minimize construction related noise. • Proper precautions should be taken against risk of accidents.

(2) Operation Phase

The operation phase impacts have been outlined in chapter5.4. All these adverse impacts have been

taken into consideration. The following measures should be adopted in general for all activities:

• The treated water quality should be maintained as per the requirements at all times. • Air and noise quality should be monitored and corrective action taken in case it exceeds applicable

norms. • Proper precautions should be taken for the good health of the operatives and the population.

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7.2 Mitigation Measures for Sewer Lines

Selection of route for sewer lines is one of the most important activities in the pre-construction phase. In

order to minimize adverse environmental impacts and land acquisitions, to avoid resettlement and

rehabilitation problems and in general, from a social point of view, to minimize severance and other

problems due to pipe laying activities, the sewers will be laid along the roads.

Movement of heavy vehicles and operation of construction equipment will generate high noise levels and

will influence adversely the existing environmental conditions. These impacts will be, however, limited

to the construction period only and to minimize the noise problems, the following measures should be

taken.

• The equipment to be utilized in the construction of the project shall be fitted with vibration isolators. These equipments shall conform to the sound level emissions as stipulated as appropriate standards.

• Vehicles producing noise levels exceeding the prescribed limits due to poor engine adjustment, damage to noise amelioration equipment or other inefficient operating conditions shall not be used.

• Protective devices such as earplugs, muff, etc. will be provided to the workers working in the noisy areas.

• Construction activities will be strictly prohibited between 10:00 PM to 06:00 AM in the residential areas.

• Near sensitive areas like mosques, schools, hospitals / health centers and important public buildings due care shall be taken by adjustments of time to avoid interference with main functions.

The impacts on air quality during the construction phase of the project can be anticipated due to fugitive

dust generation in and around the working area and construction yards from the movement of vehicles,

operation of the construction machinery and handling (loading / unloading) of materials. Following

mitigation measures shall be taken for reducing the impacts on air quality:

• The method of handling cement and other materials shall include means of eliminating atmosphere discharge of dust.

• Equipment and vehicles producing excessive emissions of exhaust gases due to any mechanical fault shall not be allowed for operation.

• Regular maintenance of vehicles and equipment should be carried out. • Regular third party inspection of construction sites shall be carried out to ensure the disposal of the

construction debris to the approved landfill sites. • Low emission equipment shall be used. • Vehicles carrying construction material shall be covered with tarpaulin or canvas sheet to avoid

spilling. Additionally, left over of such materials deposited on the surfaces of vehicles shall be removed before transportation.

• Sprinkling of water at construction sites for dust suppression wherever necessary. • Construction debris should be properly dumped into a closed area to prevent dust propagation with

the air.

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7.3 Mitigation Measures for Sewage Treatment Plant

(1) Land Acquisition

47 ha of land should be acquired for the proposed STP. The land should be acquired based on the Law

No. 8561 dated 22.12.1999 “On Expropriation and Temporary Utilization of Private Property for the

Public Interest” and four Governmental Decrees. The acquired land should be compensated by money

or alternative land. The STP will be constructed close to some residential houses, thus, if the residents

wish to relocate to another place, GTW&SA should take into consideration. The close consultation with

the residents near proposed site should be necessary.

(2) Water Environment

Fist and foremost, care should be taken to ensure adequate treatment to meet the EU effluent standards, as

the Albanian Government is considering joining EU. The treated water quality should be monitored

carefully so as to meet the effluent standards effectively. The present water quality of receiving body is

bad. During dry season, only sewage with solid waste flows in the stream and even methane gas is

generated. The effluent, which meets the EU standards, will be discharge into this stream, and that will

improve the present condition of the stream.

(3) Sludge Disposal

The sludge from the STP should be disposed of in an environmentally acceptable manner. The sludge

should be dewatered in sludge drying beds / dewatering machine and the dried sludge is proposed to be

used as fertilizer since it is biological in nature and has soil quality enhancing properties. However, the

following precautions should be taken in the treatment, handling and disposal of the sludge:

• To rake the wet sludge frequently and remove dried sludge immediately, • To facilitate proper drainage to avoid standing water leading to mosquito breeding, • To store the dry sludge in a covered place before its distribution to farmers, • To develop a green belt around treatment plant, especially around sludge drying bed to reduce odor

nuisance, • To take care that the operatives handling the sludge are properly clothed with gloves and gum boots

and will not handle the sludge with bare hands.

The volume of sludge is small compared with total volume generated in Greater Tirana (1600 ton / day in

2002), but it is necessary to consider the landfill site for the sludge. The sludge does not contain the

dangerous chemical or heavy metals so it is acceptable to dispose of with the domestic solid waste. At

present, Sharra landfill site, approximately five kilometers southwest of the Tirana city center, is the only

significant, active landfill in the greater Tirana area. It is located in a valley in the Erzen River basin.

There is more capacity in the valley at Sharra that is now being filled with solid waste. Physically, there

is sufficient volume available to accommodate a few more years of the waste generated from the Greater

Tirana planning area. Thus, the sludge generated from the STP will be disposed of at the Sharra landfill

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site. However, in 2000, UNEP (United Nations Environmental Program) identified the Sharra landfill as

one of five environmental “hot spots” in Albania. Due to environmental concerns, the limitations of

available landfill capacity, and the necessary lead time required to identify and develop a new landfill, the

World Bank proposed the landfill sites at the north and southwest of the city in “Strategic Plan for Greater

Tirana” in 2002. The proposed STP will start the operation in 2014, thus the proposed landfill site is

appropriate for the sludge disposal of STP. The close consultation with Tirana Municipality should be

required to decide the disposal site in detail design stage.

(4) Workers’ Health

The workers’ health should be monitored with medical check-ups at the time of joining and thereafter

annually. In between, in case of any complaints, respiratory ailments, accidental chlorine leakage etc.,

medical check-up should be conducted.

All the workers should be trained in first aid and emergency medical health should be available round the

clock. It is also recommended from the safety point of view that one officer of the managerial cadre is

available on duty at all times.

(5) Odor

The odor is not big problem when the STP and sludge drying bed are properly operated and maintained.

Thus, it is the most effective mitigation measure that the STP should be operated and maintained properly.

In addition to this, the wind speed of this area is not high (1.2-1.8 m/second), the odor around the sludge

drying bed will not be spread over the residential area. However, there are some residents near the

proposed STP site, creating buffer zone with trees is recommended to mitigate the impact.

7.4 Cost Estimate for EMP

The impact mitigation measures suggested in this report naturally involve certain costs, but they are

insignificant when compared to the total project cost.

The Environmental Mitigation Management Plan cost includes mainly the plantation around the treatment

plant site. The Plantation costs 66 million Lek for technical and biological reclamation of the planting

of trees and planting of grass. This cost is included in the direct construction cost of Sewerage

Treatment Plant shown in Table 3.4.

This cost estimate does not include: (i) the environmental monitoring, which is categorised with sewage

treatment plant operation; (ii) the land acquisition costs and other compensation costs, which are

categorised with the project investment costs; (iii) the costs of closing of trenches, cleaning of debris, soil

compaction and relaying of roads which are included in the construction works.

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For noise reduction, no special costs are involved. Silencers for vehicles should be included in the cost

of vehicles. The construction phase EMP is to be incorporated at the planning and design stage and

should form a part of the contract given out for construction (most of mitigation measures suggested

would fall under this category).

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Table 7.1 Environmental Mitigation Plan

Environmental Issues

Adverse Impact Nature of Impact

Proposed Mitigation Measures Implementing Authority

1. Construction Phase 1.1 Land Acquisition • Inadequate compensation

• Relocation trauma and infections and other diseases in the new location

Significant and Permanent

• Minimize relocation • Advance realistic payments to be made to relocated

(estimation for compensation for land and property should be made on the prevailing market rates)

• Provision of clean drinking water, sanitation, proper drainage at new locations

GTW&SA/ Tirana Municipality/ MoPW&TT

1. 2 Existing Infrastructures

• Site clearance and works • Damage existing structures • Affect electricity supply and

telecommunication lines, • Clutter road sides with pipes, • Cause general nuisance to public.

Not Significant and temporary

• Minimum damage to existing structures, flora and fauna, avenue trees and other natural vegetation, electricity & telephone lines and other infrastructure services

• Cleared earth and debris should be properly disposed off

• Storage sites should be identified for stacking pipes so as not to clutter road sides

Contractor

1.3 Traffic • Traffice jams, bottlenecks, delaye and inconveniences to general public

• Serious disruptions of vehicular traffic, pedestrian access and commerce

Significant and Temporary

• Co-ordinate and plan all activities in advance • Adequate actions to direct traffic in consultation with

traffice police • Minimize vehicle movements • Preference for unused or low traffic roads • Construction of temporary roads and diversion of

traffic • Use local construction materials to avoid long distance

transportation, especially of earth and stones • Seek publice co-operation through public awareness

Contractor/ GTW&SA / traffic police

1.4 Cultural/ Archaeological Relics

• Loss of information / relics of historical / archaeological or religious importance

• Legal problems and delays can arise if not handled properly

Significant • If fossils, coins artefacts of value or antiquity, structure and remains of geological or archaeological interest are found, the local government should be immediately informed and excavation should be stopped until idenficiation of cultural relics by authorized institutions is completed.

Contractor/ GTW&SA/ Tirana Municipality/

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1. Construction Phase 1.5 Social Disruptions • Disruptions in utility services

• Social hostility due to employment of outsiders on construction activities


• Minimize interruptions to services through proper planning and scheduling of activities and strong inter-departmental co-ordination

• Preference should be given to local labor / skilled persons during construction, operation and maintenance

GTW&SA/ Tirana Municipality/ Traffic Police/ Contractor

1.7 Loss of Natural Vegetation

• Loss of avenue trees and natural vegetation expecially in the clearance for treatment plant site


• Replantation on treatment plant area, as well as around the periphery (usually ten trees should be planted for every tree felled)

• Replantation of avenue trees and ensuring proper care for growth

GTW&SA/ Contractor

1.8 Water Quality/ Drainage

• Increase in turbidity affecting surface water quality

• Sanitary pollution

Significant • Ensure steps to prevent earth and stone from silting up the drainage systems

• Control run off and soil erosion through proper drainage channels and structures

• Provide adequate sanitation facilities to construction site workers

Contractor/ GTW&SA

1.9 Landscape • Visually anaesthetic conditions due to cluttering of waste, and spols, dup up roads and pavements


• Enhance aesthetics through proper housekeeping of construction site

• Disposal of construction wastes at the approved sites quickly

• Repair pavements and roads after sewer laying work is completed

• Completing the construction activity by removing all spoils

Contractor

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1. Construction Phase 1.10 Soil Quality • Due to excavation and earthwork: soil

erosion, loss of top soil, silting and blocking of drainage / stream, which can cause slush; damage to existing structures

• Due to compacting: loss of original quality, reduction in fertility


• Stabilize all slopes with provision of benches / pitching

• Avoid earthwork during heavy rainy season • Provide adequate cross drainage / stream facilities • Restrict traffic movements and use low ground

pressure machines • Preserve top soil to be replaced after the completion

of construction activity; avoid wet soils • Dispose of surplus earth after raising levels and

refilling sewers, in low lying areas with proper compacting and planting of surfaces

• Plant shrubs / trees / grass on exposed slopes and surfaces

Contractor

1.11 Air Quality • Localized increas in dust due to excavation & earthwork

• Temporary increase in the levels of SO2 / NOx from construction equipment and vehicles


• Dust dontrol through sprinkling / washing of construction sites and access roads particularly in congested areas

• Use of dust cover over construction material • Dust collectors should be used in all drilling

operations • Unnecessary idling of trucks should be avoided • Construction material trucks to be covered to

minimize spills • Preventive maintenance of construction equipment

and vehicles to meet emission standards • Construction requiring heavy traffic street closing /

diversion should be carried out during night time

Contractor

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1. Construction Phase 1.12 Noise • Increase in noise levels due to

construction work, transport of construction materials etc.


• Equipment emitting noise over 90 dB(A) should be avoided

• Where residences are located within 200 m and in sensitive areas like hospitals, schools, zoos, noisy construction work should be carried out in day time only

• Equpiment maintenance strengthened to keep them low noise

• Sound barriers should be installed if needed

Contractor

1.13 Risk of Accidents • Endangering lives of people / workers during construction due to inadequate safety measures

Significant • Adequate traffic control measures should be taken • Sign board warning presence of open sewer laying • Guard rails to protect pedestrians • Strong safety policy for workers; protective helmets to

be provided

Contractor/ GTW&SA

1.14 Construction Camps

• Prevalence of unsanitary conditions and practices like open air defecation

• Possibilities of public health problems• Pilling of garbage from workers


• Adequate measures such as provision of septic tanks / pit latrines around the construction camp sites

• Provision of clean drinking water • Collection of garbage in gargabe cans n fixed places

and disposal of it regularly

Contractor

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Environmental

Issues Adverse Impact Nature of

Impact Proposed Mitigation Measures Implementing

Authority 2. Operation Phase 2.1 Public Health • Mixing of sewage with drinking water

• Outbreak of waterborne diseases • Unhealthy conditions: mosquito

breeding over sludge drying beds, etc.

Significant • Any such health risk to public should be minimized by proper maintenance and operation of sewers, pumping station, treatment plant etc.

• In case of failure, inform relevant authorities to alert public at risk so that precautions might be taken

GTW&SA/ Operator

2.2 Workers Health & Safety

• Workers may be inflicted by endemic & other diseases respiratory ailments

• Accidents and loss of lives may occur during sewer cleaning & maintenance

• Non availability of emergency medical facilities at all times during day & night


• Proper house keeping of the treatment plant to prevent unsanitary conditions

• Regular medical check ups and immediate treatment of affected workers

• Maintenance personnel should not perform dangerous tasks when alone, enter the manholes without checking for gas and without proper protective clothing, enter the manholes without ropes and harnessess firmly tied

• Manholes should not be left open especially in busy roads, near schools and residential areas

GTW&SA/ Operator

2.3 Social Disruptions • Breaking of sewer lines by farmers for irrigation as sewage would be a continuous source of water for irrigation

Significant • The sewers should be patrolled and any unauthorized human activity should be discouraged

• Farmers should be educated on health effects of using untreated sewage for irrigation, especially the effect of sewage flooding due to breakage of sewers with risks of epidemics

GTW&SA/ Operator / NGOs

2.4 Sludge Treatment & Disposal

• Improper treatment of sludge could lead to putrefaction and other related problems such as bad odor, health effects etc.

Significant • Sludge should be treated properly and dewatered • Dried sludge should be disposed of in a specified

landifill site (i.e. Sharra Landfill Site) with proper precautios or given for land application fo farmers, if it can be handled properly by them

• The close cooperation should be required with Tirana Municipality for the new landfill site which is proposed by the World Bank.

GTW&SA/ Operator

A13 - 65




2. Operation Phase 2.5 Landscape • Pumping stations, treatment work site

might pose an unaethetic sight but is affects only close residents

Not significant • Sewage plant should be located away from the densely populated residential areas

• Plantation of trees in and around the punping station / treatment plant would improve the aesthetics

GTW&SA/ Operator

2.6 Water Quality • Overflow of sewers and breakdown of treatment plant leading to failure in meeting the requisite standards

• Poor performance will affect the receiving water body and also the proposed reuse for irrigation

Significant • Preventive maintenance of all components should be performed regularly

• Relevant standby equipment and spare parts should be provided; standby power generation should be provided at pumping station, if any

• Proper response plan must be prepared and all workers must be trained to tackle emergencies

GTW&SA/ Operator

2.7 Air Quality • Problems of bad odor from the treatment plant

Significant • Some bad odor from treatment plant is unavoidable; hoever, steps should be taken to minimize odor by proper maintenance and housekeeping of the treatment plant

GTW&SA/ Operator

2.8 Odor • If the treatment plant is not propery operated and maintained, the odor might be generated.

• The treatment plants should be properly operated and maintained.

• To prevent the spread of odor, the plantation of trees surrounding the plant should be done.

GTW&SA/ Operator

Documents

JICA報告書PDF版(JICA Report PDF)Volume III Supporting Report Appendix 10 Cost Estimates 10.1 MP Sewer Construction Cost