Manuali - 1, Viti 2013

Page 1

M P P T

DREJTORIA E POLITIKAVE TE NDERTIMIT Viti - 2013

Manuali 1 PRODHIMI I MATERIALEVE TE NDERTIMIT

Nr. PUNTORI TRANSPORT MAKINERI MATERIAL Shp FitimE M E R T I M I Njesia op çmimi Vlefta T/km çmimi Vlefta o.p çmimi Vlefta Sasia çmimi Vlefta Shuma pl TOTALI

Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.1/p Prodhim gur kave m3Sp + p op 2.94 115 338.1Shtese mbi page 65% leke 338 0.650 220Gure T/km 0.085 20 2Elektrokompresor 10m3/min op 0.04 1700 68Elektrokompresor 20m3/min op 0.04 1900 76Buldozer S 80/100 op 0.02 2600 52Vete ngarkues 1.5 m3 op 0.01 2625 26.25Eksploziv kg 0.3 150 45Kapsolla elektrike cope 0.23 2 0.506Tel ekektrik ml 0.15 20 3

Shuma: 558 2 222.25 49 830 66 83 980

1.3/p Prodhim gur lumi m3Sp + p op 2.7 115 310.5Shtese mbi page 65% leke 311 0.650 202Gur lumi 8.5 20 170

Shuma: 512 170 682 55 68 805

1.4/p Prodhim rërë lumi m3Sp + p op 1.74 115 200.1Shtese mbi page 65% leke 200 0.650 130Ekskavator 0.25 m3 m3 8 20 160 0.06 1870 103 1.25 50 62.5

Shuma: 330 160 103 62.5 656 52 66 774

1.10/p Prodhim rërë shtufi nat. m3Sp + p op 0.35 115 40.25Shtese mbi page 65% leke 40.3 0.650 26Te ndryshme T/km 7.5 20 150Sonde BU - 200 op 0.04 1313 52.52 RereEkskavator 1 m3 op 0.05 2700 124 1.21 150 181.5Buldozer S 80/100 op 0.023 2600 60Eksploziv kg 0.51 150 76.5

Page 2


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Kapsolla elektrike cope 0.02 2 0.04Tel elektrik ml 0.2 20 4

Shuma: 66 150 236.52 262 715 57 71 844

1.11/p Prodhim rërë shtufi lavat m3Sp + p op 1.15 115 132.25Shtese mbi page 65% leke 132 0.650 86Transport T/km 7.5 20 150Elektropompe op 0.12 225 27Vinc cjap me grejfer 0.5 op 0.17 126 21Vibrator op 0.11 53 6Pjata ushqyese op 0.22 105 23Granulator > 4 m3/ore op 0.22 280 62Larese shtufi bavareze op 0.22 472.5 104Transportier 40 m op 0.06 105 6Material shtufi m3 1.21 150 181.5

Shuma: 218 150 249 181.5 799 64 80 943

1.15/p Prodhim zhavor lumi m3

Ekskavator 2 m3 op 0.03 3000 81Zhavor m3 8 20 160 1 50 50

Shuma: 160 81 50 291 23 29 343

1.17/p Prodhim rërë lavatrice m3Sp + p op 0.88 115 101Sigurime shoqerore 65% leke 101 0.650 66Transport rere T/km 8.5 20 170Transportier 25 m op 0.64 79 51Shoshe vibruese > 9 m3/ore op 0.06 263 15Shoshe rrotulluese 4-11 m3/h op 0.12 210 25Gurthyese 400x600mm op 0.06 578 34Larese rere > 5 m3 op 0.12 472.5 55Elektropompe 40 KW op 0.06 225 13Buldozer S 80/100 op 0.023 2600 60Ekskavator 0.25 m3 op 0.017 1870 32Zhavor m3 3 291 909

Shuma: 167 170 284 909 1530 122 153 1806

Page 3


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 191.18/p Prodhim zall lavatrice m3

Sp + p op 0.44 115 50.6Sigurime shoqerore 65% leke 50.6 0.650 33Transport rere T/km 8.5 20 170Transportier 25 m op 0.32 79 25Shoshe vibruese > 9 m3/ore op 0.03 263 8Shoshe rrotulluese 4-11 m3/h op 0.06 210 12Gurthyese 400x600mm op 0.03 578 17Larese rere > 5 m3 op 0.06 472.5 27Elektropompe 40 KW op 0.03 225 7Buldozer S 80/100 op 0.01 2600 29Ekskavator 0.25 m3 op 0.01 1870 21Zhavor m3 1.5 291.0 428

Shuma: 83 170 146 428 827 66 83 976

1.19/p m3Sp + p op 0.48 115 55.2Shtese mbi page 65% leke 55.2 0.650 36Transport gur kave m3 0.782 20 16Vibro ushqyes op 0.18 158 28Transportier 15 m op 0.18 53 10Transportier 25 m op 0.18 79 14Gurthyese 400x600mm op 0.18 578 104Granulator 4 m3 op 0.18 280 50Shoshe rrotulluese > 10 m3/h op 0.35 210 74Gur kave m3 1.05 830 872

Shuma: 91 16 280 872 1259 101 126 1485

1.19/1p Prodhim çakell makinerie m3Sp + p op 0.48 115 55.2Shtese mbi page 65% leke 55.2 0.650 36Transport gur kave m3 0.782 20 16 Vibro ushqyes op 0.18 158 28Transportier 15 m op 0.18 53 10Transportier 25 m op 0.18 79 14Gurthyese 400x600mm op 0.18 578 104Granulator 4 m3 op 0.18 280 50Gur kave m3 1.05 830.3 871.84

Prodhim çakell per betone ( granil )

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Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shuma: 91 16 207 871.84 1185 95 119 1399

1.19/2p Prodhim çakell gurore m3Sp + p op 0.35 115 40.25Shtese mbi page 65% leke 40.3 0.650 26

m3 0.782 20 16Ekskavator 1 m3 op 0.02 2700 41Buldozer S 80/100 KF op 0.05 2600 130

1.08 150.0 162Shuma: 66 16 171 162 415 33 41 489

1.19/3p Prodhim rërë guri m3Sp + p op 2.72 115 312.8Shtese mbi page 65% leke 313 0.650 203Transport gur kave m3 0.782 20 16Vibro ushqyes op 0.27 95 26Transportier 15 m op 0.27 53 14Transportier 25 m op 0.27 79 21Gurthyese 400x600mm op 0.27 578 156Granulator 4 m3 op 0.27 280 76Shoshe rrotulluese > 10 m3/h op 0.52 210 109Gur kave m3 1.05 830.3 872

Shuma: 516 16 402.15 872 1806 144 181 2131

1.20/p Prodhim gelqere e pashuar tonSp + p op 12.8 115 1472Shtese mbi page 65% leke 1472 0.650 957Transport gur kave m3 8.5 20 170Qymyr guri me 2800 k kalori kg 23.9 20 478 2390 2.5 5975Gur gelqeror kave m3 1.05 830 871.84

Shuma: 2428.8 648 6846.8 9924 794 992 11710

1.20/1p Prodhim gelqere e shuar tonSp + p op 4.3 115 494.5Shtese mbi page 65% leke 495 0.650 321Shuarese gelqere op 0.75 158 119Transportier 40 m op 0.31 105 33Elektropompe 10 KW op 0.25 165 41Vinc cjap me grejfer 0.5 op 0.25 126 32

Transport çakull gurore

Mbeturine gur i coptuar

Page 5


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Gelqere e pashuar ton 0.66 9924 6550

Shuma: 816 223.8 6550 7589 607 759 8955

1.21/p Prodhim llaç gelqere 1:3 m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Betonjere 250 liter op 0.9 174 156.6Gelqere e shuar kg 339 7.59 2573Rere m3 1.03 656 675

Shuma: 638 156.6 3248 4042 323 404 4770

1.22/p Prodhim llaç gelqere 1:2 m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Betonjere 250 liter op 0.9 174 156.6Gelqere e shuar kg 435 7.589 3301Rere m3 0.89 656 583

Shuma: 638 156.6 3885 4679 374 468 5521

1.23/p Prodhim llaç perzier M15 m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Betonjere 250 liter op 0.9 174 156.6Gelqere e shuar kg 105 7.589 797

kg 114 8.1 923Rere m3 1.03 656 675

Shuma: 638 156.6 2395 3190 255 319 3764

1.23/p Prodhim llaç perzier M25 m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Betonjere 250 liter op 0.9 174 156.6Gelqere e shuar kg 87 8 660

kg 206 8.1 1669Rere m3 1.01 656 662

Shuma: 638 156.6 2991 3785 303 379 4466

1.23/p Prodhim llaç perzier M50 m3Sp + p op 3.36 115 386.4

Çimento 32.5 N

Çimento 32.5 N

Page 6


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shtese mbi page 65% leke 386 0.650 251Betonjere 250 liter op 0.9 174 156.6Gelqere e shuar kg 70 7.59 531

kg 253 8.1 2049Rere m3 0.92 656 603

Shuma: 638 156.6 3184 3978 318 398 4694

1.23/p Prodhim llaç perzier M75 m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Betonjere 250 liter op 0.9 174 156.6Gelqere e shuar kg 60 7.589 455

kg 277 8.1 2244Rere m3 0.9 656 590

Shuma: 638 156.6 3289 4083 327 408 4818

1.24/2 Prodhim llaç çim M25 (1:6) m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Fabrike betoni op 0.1 1800 180

kg 206 8.1 1668.6Rere m3 1.13 656 741

Shuma: 638 180 2409 3227 258 323 3808

1.24/2 m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Fabrike betoni op 0.1 1800 180

kg 251 8.1 2033Rere m3 1.04 656 682

Shuma: 638 180 2715 3532 283 353 4168

1.24/2 Prodhim llaç çim M75(1:4) m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Fabrike betoni op 0.1 1800 180

kg 270 8.1 2187Rere m3 0.95 656 623

Shuma: 638 180 2810 3627 290 363 4280

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Prodhim llaç çim M50(1:4.5)

Çimento 32.5 N

Çimento 32.5 N

Page 7


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.24/p Prodhim llaç çim C7/10(1:3) m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Fabrike betoni op 0.1 1800 180

kg 410 8.3 3403Rere m3 0.92 656 603

Shuma: 638 180 4006 4824 386 482 5692

1.25/p Prodhim llaç çim C16/20(1:2) m3Sp + p op 3.36 115 386.4Shtese mbi page 65% leke 386 0.650 251Fabrike betoni op 0.1 1800 180

kg 527 8.7 4585Rere m3 0.89 656 583

Shuma: 638 180 5168 5986 479 599 7063

1.26/1 Beton C-6/10 (Me zall) m3Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 18 20 360 0.49 656 321Zall m3 28 20 560 0.77 827 637

kg 190 8.1 1539Uje liter 200 0.125 25

Shuma: 327 920 180 2522 3949 316 395 4660

1.26/2 Beton C-6/10 (Me cakell) m3Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 18 20 360 0.51 656 334Cakell m3 28 20 560 0.79 1259 994

kg 200 8.1 1620Uje liter 200 0.125 25

Shuma: 327 920 180 2974 4401 352 440 5193

1.27/1 Beton C-7/10 (Me zall) m3Sp + p op 1.14 174 198.36

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Page 8


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 18 20 360 0.49 656 321Zall m3 28 20 560 0.78 827 645

kg 232 8.1 1879Uje liter 200 0.125 25

Shuma: 327 920 180 2870 4298 344 430 5071


kg 243 8.1 1968Uje liter 200 0.125 25

Shuma: 327 840 180 3277 4624 370 462 5457

1.28/p Beton C-12/15 (Me zall) m3Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 18 20 360 0.49 656 321Zall m3 28 20 560 0.77 827 637

kg 245 8.3 2034Uje liter 200 0.125 25

Shuma: 327 920 180 3017 4444 356 444 5244

1.28/1 Beton C12/15 (Me cakell) m3Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 17 20 340 0.48 656 315Cakell m3 25 20 500 0.77 1259 969

kg 257 8 2133Uje liter 200 0.125 25

Shuma: 327 840 180 3442 4789 383 479 5651

1.29/p Beton C-16/20 (Me zall) m3

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Page 9


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 17 20 340 0.47 656 308Zall m3 27 20 540 0.76 827 629

kg 287 8 2382Uje liter 200 0.125 25

Shuma: 327 880 180 3344 4731 378 473 5583

1.29/1 Beton C16/20 (Me cakell) m3Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 17 20 340 0.47 656 308Cakell m3 24 20 480 0.75 1259 944

kg 302 8 2507Uje liter 200 0.125 25

Shuma: 327 820 180 3784 5111 409 511 6031


kg 294 8.7 2558Uje liter 200 0.125 25

Shuma: 327 880 180 3519 4907 393 491 5790


kg 312 8.7 2714Uje liter 200 0.125 25

Shuma: 327 820 180 3998 5325 426 532 6283

Çimento 32.5 N

Çimento 32.5 N

Çimento 42.5 R

Çimento 42.5 R

Page 10


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 191.31/p Beton C-25/30 (Me zall) m3

Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 16 20 320 0.44 656 288Zall m3 27 20 540 0.74 827 612

kg 368 8.7 3202Uje liter 200 0.125 25

Shuma: 327 860 180 4127 5494 440 549 6483

1.31/1 Beton C-25/30 (Me cakell) m3Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 15 20 300 0.43 656 282Cakell betoni m3 23 20 460 0.73 1259 919

kg 388 8.7 3376Uje liter 200 0.125 25

Shuma: 327 760 180 4601 5869 469 587 6925


kg 525 8.7 4568Uje liter 200 0.125 25

Shuma: 327 760 180 5389 6656 532 666 7854

1.34/1 Beton C-37/45 (Me cakell) m3Sp + p op 1.14 174 198.36Shtese mbi page 65% leke 198 0.650 129Fabrike betoni op 0.1 1800 180Rere m3 14 20 280 0.4 656 262Cakell betoni m3 20 20 400 0.63 1259 793

kg 556 8.7 4837Uje liter 200 0.125 25

Shuma: 327 680 180 5917 7105 568 710 8384

Çimento 42.5 R

Çimento 42.5 R

Çimento 42.5 R

Çimento 42.5 R

Page 11


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.37/p m3Sp + p op 26.3 174 4567.5Sigurime shoqerore 16.7% leke 4568 0.167 763Beton C-16/20 m3 1.122 20 22 1.02 5111 5213Kallep inventari m2 22.5 81 1822.5Gozhde kg 0.11 90 9.9Solar kg 4.4 80 352Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 5330 22 95.4 7398 12846 1028 1285 15158

1.38/p m3Sp + p op 16.4 174 2853.6Sigurime shoqerore 16.7% leke 2854 0.167 477Beton C-16/20 m3 1.122 20 22 1.02 5111 5213Kallep inventari m2 12 81 972Gozhde kg 0.06 90 5Solar kg 2.4 80 192Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 3330 22 95.4 6383 9831 786 983 11600

1.39/p m3Sp + p op 11.6 174 2009.7Sigurime shoqerore 16.7% leke 2010 0.167 336Beton C-16/20 m3 1.122 20 22 1.02 5111 5213Kallep inventari m2 7 81 567Gozhde kg 0.04 90 4Solar kg 1.4 80 112Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 2345 22 95.4 5896 8359 669 836 9864

Prodhim elememente b/a te parapergatitura me brinje 8-10cm



Page 12


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.40/p m3Sp + p op 8.82 174 1535Sigurime shoqerore 16.7% leke 1535 0.167 256Beton C-16/20 m3 1.122 20 22 1.02 5111 5213Kallep inventari m2 5 81 405Gozhde kg 0.03 90 3Solar kg 1 80 80Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 1791 22 95.4 5701 7610 609 761 8979

1.41/p m3Sp + p op 7.56 174 1315Sigurime shoqerore 16.7% leke 1315 0.167 220Beton C-16/20 m3 1.122 20 22 1.02 5111 5213Kallep inventari m2 4 81 324Gozhde kg 0.02 90 2Solar kg 0.75 80 60Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 1535 22 95.4 5599 7252 580 725 8557

1.45/p m3Sp + p op 7.21 174 1255Sigurime shoqerore 16.7% leke 1255 0.167 210Beton C-16/20 m3 1.122 20 22 1.02 4731 4826Kallep inventari m2 9 81 729Gozhde kg 0.05 90 5Solar kg 1.8 80 144Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 1464 22 95.4 5703 7285 583 729 8596



Prodhim plinta b/a te parapergatitura C-16/20 me vellim deri 1m3

Page 13


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.47/p m3Sp + p op 24 174 4176Sigurime shoqerore 16.7% leke 4176 0.167 697Beton C-20/25 m3 1.122 20 22 1.02 4907 5005Kallep inventari m2 15 81 1215Gozhde kg 0.13 90 12Solar kg 3 80 240Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 4873 22 95.4 6472 11463 917 1146 13526

1.48/p m3Sp + p op 21.4 174 3714.9Sigurime shoqerore 16.7% leke 3715 0.167 620Beton C-20/25 m3 1.122 20 22.44 1.02 5325 5431Kallep inventari m2 13 81 1053Gozhde kg 0.11 90 10Solar kg 3 80 240Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 4335 22 95.4 6734 11187 895 1119 13201

1.49/p m2Sp + p op 1.22 174 212Sigurime shoqerore 16.7% leke 212 0.167 35Beton C-16/20 m3 0.770 20 15 0.089 5111 455Kallep inventari m2 1.5 81 122Avull ton 0.054 450 24Solar kg 3 80 240Vinc op 0.05 53 2.65Vibrator op 0.08 53 4.24

Shuma: 248 15 6.89 841 1111 89 111 1311

1.50/p m2

Prodhim trare b/a te parapergatitura C-20/25 me mure te holle

Prodhim kollona b/a te parapergatitura C-20/25 tip govate

Prodhim soleta b/a tip govate 0.069m3/m2, h=30cm, C-16/20

Prodhim soleta b/a tip govate 0.109m3/m2, h=40cm, C-25/30

Page 14


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Sp + p op 1.92 174 334.08Sigurime shoqerore 16.7% leke 334 0.167 56Beton C-25/30 m3 1.210 20 24 0.109 5869 640Kallep inventari m2 2.1 81 170Avull ton 0.11 450 50Solar kg 0.42 80 34Vinc op 0.13 53 6.89Vibrator op 0.18 53 9.54

Shuma: 390 24 16.43 893 1323 106 132 1562

1.51/p m2Sp + p op 1.51 174 263Sigurime shoqerore 16.7% leke 263 0.167 44Beton C-16/20 m3 0.880 20 18 0.081 5111 414Kallep inventari m2 0.7 81 57Tulla me 6 vrima cope 0.005 20 0.1 16 25 400Solar kg 0.34 80 27Vinc op 0.17 53 9.01Vibrator op 0.1 53 5.3

Shuma: 307 18 14.31 898 1237 99 124 1459

1.52/p m2Sp + p op 2.44 174 424.56Sigurime shoqerore 16.7% leke 425 0.167 71Beton C-16/20 m3 1.507 20 30 0.137 5111 700Kallep inventari m2 1 81 81Tulla me 6 vrima cope 0.007 20 0.14 24 25 600Solar kg 0.54 80 43Vinc op 0.2 53 10.6Vibrator op 0.17 53 9

Shuma: 495 30 20 1424 1970 158 197 2324

1.53/p m3Sp + p op 13.6 174 2366.4

Prodhim soleta b/a te parapergatitura me tulla me vrima h=16cm

Prodhim soleta b/a te parapergatitura me tulla me vrima h=25cm

Prodhim soleta te plota b/a paraperg, t=6-10cm per kanale e shtresa

Page 15


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Sigurime shoqerore 16.7% leke 2366 0.167 395Beton C-16/20 m3 11.22 20 224.4 1.02 4731 4826Kallep inventari m2 5.8 81 470Hekur betoni kg 0 85 0Solar kg 4 80 320Vinc op 0.15 53 7.95Vibrator op 0.6 53 31.8

Shuma: 2762 224 39.75 5615 8641 691 864 10197

1.54/p m3Sp + p op 13.6 174 2366.4Sigurime shoqerore 16.7% leke 2366 0.167 395Beton C-16/20 m3 11.22 20 224 1.02 4731 4826Kallep inventari m2 5.8 81 469.8Hekur betoni kg Shenim: Hekuri me analize te vecante. 0 85 0Solar kg 4 80 320Vinc op 1.2 53 63.6Vibrator op 0.6 53 31.8

Shuma: 2762 224 95.4 5615 8697 696 870 10262

1.56/p m2Sp + p op 2.2 174 382.8Sigurime shoqerore 16.7% leke 383 0.167 64Beton C-25/30 m3 0.913 20 18 0.083 5494 456Kallepi mbi vleren e betonit leke 456 2% 9.1Kallep inventar m2 0.2 81 16.2Mirembajtje kallepi leke 16.2 20% 3.2Solar kg 0.43 80 34.40Vinc 0.13 53 6.89Vibrator 0.18 53 9.54Elektro argano 0.18 45 8

Shuma: 447 18 25 519 1009 81 101 1190

1.57/p m2Sp + p op 4.13 174 719

Prodhim soleta te plota b/a paraperg, t=6-10cm ne lartesi

Prodhim soleta b/a te paranderura, h=11cm, 2 e 7 vrima C-25/30

Prodhim soleta b/a te paranderura, h=16cm, me 2 vrima C-25/30

Page 16


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Sigurime shoqerore 16.7% leke 719 0.167 120Beton C-25/30 m3 1.144 20 23 0.104 5494 571Kallepi mbi vleren e betonit leke 571.4 3% 17Kallep inventar m2 0.3 81 24Mirembajtje kallepi leke 17.14 20% 3Solar kg 0.41 80 33Vinc 0.2 53 10.6Vibrator 0.27 53 14Elektro argano 0.27 45 12

Shuma: 839 23 37 649 1548 124 155 1826

1.58/p m2Sp + p op 2.96 174 515.04Sigurime shoqerore 16.7% leke 515 0.167 86Beton C-25/30 m3 1.144 20 23 0.104 5494 571Kallepi mbi vleren e betonit leke 571.4 2% 11Kallep inventar m2 0.3 81 24.3Mirembajtje kallepi leke 24.3 20% 4.9Solar kg 0.41 80 32.8Vinc 0.2 53 10.6Vibrator 0.27 53 14Elektro argano 0.27 45 12

Shuma: 601 23 37 645 1306 104 131 1541

1.59/p m2Sp + p op 3.63 174 632Sigurime shoqerore 16.7% leke 632 0.167 105Beton C-25/30 m3 1.144 20 23 0.131 5494 719.8Kallepi mbi vleren e betonit leke 719.8 2% 14.4Kallep inventar m2 0.35 81 28.35Mirembajtje kallepi leke 28.35 20% 5.7Solar kg 0.36 80 28.8Vinc 0.2 53 10.6Vibrator 0.27 53 14Elektro argano 0.27 45 12

Shuma: 737 23 37 797 1594 128 159 1881

Prodhim soleta b/a te paranderura, h=16cm, me 5 vrima C-25/30

Prodhim soleta b/a te paranderura, h=22cm, me 2 e 3 vrima C-25/30

Page 17


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.60/p m2Sp + p op 1.46 174 254Sigurime shoqerore 16.7% leke 254 0.167 42Llac cimenti 1:2 m3 0.014 5986 83.8Tulla sap cope 13.00 20 260 30 40 1200.0Solar kg 0.36 80 28.8Vinc 0.2 53 10.6VibratorElektro argano

Shuma: 296 260 10.6 1313 1880 150 188 2218

1.62/p m2Sp + p op 1.46 174 254Sigurime shoqerore 16.7% leke 254 0.167 42Llac cimenti 1:2 m3 0.017 5986 102Tulla sap cope 17.00 20 340 30 45 1350Solar kg 0.36 80 28.8Vinc 0.3 53 15.9VibratorElektro argano

Shuma: 296 340 15.9 1481 2133 171 213 2517

1.72/p m3Sp + p op 11.8 174 2053.2Sigurime shoqerore 16.7% leke 2053 0.167 343Beton C-16/20 m3 1.03 5111 5264Tako druri cope 1.3 50 65Tel bari kg 0.01 100 1Solar kg 1.4 80 112Avull ton 0.08 450 36Energji elektrike kw 22 12 264Transport leke 12.50 20 250

Shuma: 2396 250 5742 8388 671 839 9898

Prodhim soleta me tulla me veshe, h=20cm, te drejta

Prodhim soleta me tulla me veshe, h=24cm, te drejta

Panele te plota horizontale b/a C-16/20

Page 18


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.73/p copeSp + p op 0.08 174 13.92Sigurime shoqerore 16.7% leke 13.9 0.167 2

kg 0.015 20 0.3 3.1 8.1 25.1Rere e lare lavatrice m3 0.055 20 1.1 0.006 1530 9.3

m3 0.056 20 1.1 Mak 0.007 827 5.5Solar kg 0.01 37 0.5 0.018 80 1.4

Shuma: 16 3 0.5 41 61 5 6 72

1.74/p copeSp + p op 0.06 174 10.44Sigurime shoqerore 16.7% leke 10.4 0.167 2

kg 0.020 20 0.4 3.73 8.1 30.2Rere e lare lavatrice m3 0.067 20 1.3 0.007 1530 11.3

m3 0.067 20 1.3 Mak 0.008 827 6.5Solar kg 0.02 37 0.6 0.019 80 1.5

Shuma: 12 3.1 0.6 50 65 5 7 77

1.75/p copeSp + p op 0.09 174 16Sigurime shoqerore 16.7% leke 15.7 0.167 3

kg 0.002 20 0.04 1.6 8.1 13Rere e lare lavatrice m3 0.005 20 0.1 0.003 1530 5

m3 0.005 20 0.1 Mak 0.003 827 3Solar kg 0.01 37 0.3 0.12 80 10

Shuma: 18 0.2 0.3 30 49 4 5 57

1.78/p copeSp + p op 0.96 174 167.04Sigurime shoqerore 16.7% leke 167 0.167 28Beton C-25/30 m3 0.163 20 3.3 0.013 5869 76Hekur betoni 3-5mm2 kg 1.5 90 135Hekur betoni 6-10mm2 kg 0.130 20 2.6 1.07 85 91Kallep metalik 16/200 m2 mak vinc 0.02 53 0.8 0.08 152 12Mirembajtje kallepi 10% m2 mak vibrator 0.01 53 0.7 12.16 10% 1.22

Prodhim blloqe betoni me vrima 20x20x40cm

Çimento 32.5 N

Zall i lare lavatrice 5-10mm


Çimento 32.5 N



Çimento 32.5 N


Shtylla b/a C-25/30 te paranderura per minjera

Page 19


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Solar kg mak d/hekur 0.03 210 6.7 0.07 80 6

Shuma: 194.94 5.9 8.3 321 530 42 53 626

1.79/p copeSp + p op 0.96 174 167.04Sigurime shoqerore 16.7% leke 167 0.167 28Beton C-16/20 m3 0.103 20 2.1 0.008 5111 41.91Hekur betoni 3-5mm2 kg 0.47 90 42.3Kallep metalik 16/200 m2 mak vinc 0.00 53 0.053 0.08 152 12.16Mirembajtje kallepi 10% m2 mak vibrator 0.01 53 0.265 12.16 2% 0.2432Solar kg mak d/hekur 0.00 210 0.00 0.1 80 8

Shuma: 194.94 2 0.3 105 302 24 30 356

1.81/p copeSp + p op 0.34 174 59Sigurime shoqerore 16.7% leke 59.2 0.167 10Beton C-16/20 m3 0.125 20 2.5 0.01 4731 47.3Hekur betoni 3-5mm2 kg 0.07 90 6.3Hekur betoni 6-10mm2 kg 0.035 20 0.7 0.57 85 48.4Kallep metalik 16/200 m2 mak vinc 0.01 53 0.636 0.08 152 12.2Mirembajtje kallepi 10% m2 mak vibrator 0.01 53 0.53 12.16 2% 0.2Solar kg mak d/hekur 0.01 210 1.26 0.1 80 8.0

Shuma: 69 3.2 2.426 122 197 16 20 233

1.85/p kgSp + p op 0.05 174 8.7Sigurime shoqerore 16.7% leke 8.7 0.167 1Hekur betoni kg 0.005 20 0.1 1.02 85 87Prerje e drejtim hekuri makin op 0.01 63 0.3Kthim hekuri op 0.00 63 0.2Vinc op 0,0005 53 0.025

Shuma: 10 0.1 0.5 87 97 8 10 115

1.86/p kgSp + p op 0.03 174 5.22

Garnitura b/a C-16/20, 100x20x4cm per minjera

Pllaka b/a C-16/20 60x20x8cm per kanale

Pergatitje hekur betoni i zakonshem Ø 6 - 10 mm2

Pergatitje hekur betoni i zakonshem Ø > 12 mm2

Page 20


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Sigurime shoqerore 16.7% leke 5.22 0.167 1Hekur betoni kg 0.005 20 0.1 1.03 85 87.55Prerje e drejtim hekuri makin op 0.002 63 0.1Kthim hekuri op 0.004 63 0.3Hekur betoni per zgjatim kg Elektro argano 0.001 45 0.1 0.004 85 0.34Vinc op 0,0005 53 2.5

Shuma: 6.1 0.1 2.9 88 97 8 10 114

1.87/p kgSp + p op 0.03 174 5.22Sigurime shoqerore 16.7% leke 5.22 0.167 1Hekur betoni kg 0.005 20 0.1 1.03 90 92.7Prerje e drejtim hekuri makin op 0.002 63 0.1008Kthim hekuri op 0.004 63 0.252Hekur betoni per zgjatim kg Elektro argano 0.001 45 0.0585 0.004 90 0.4Vinc op 0,0005 53 2.5

Shuma: 6.1 0.1 2.91 93 102 8 10 121

1.88/p kgSp + p op 0.03 174 5.22Sigurime shoqerore 16.7% leke 5.22 0.167 1Hekur betoni kg 0.005 20 0.1 1.03 90 92.7Prerje e drejtim hekuri makin op 0.002 63 0.1008Kthim hekuri op 0.004 63 0.252Hekur betoni per zgjatim kg Elektro argano 0.001 45 0.0585 0.004 90 0.4Vinc op 0,0005 74 2.5

Shuma: 6.1 0.1 2.91 93 102 8 10 121

1.89/p kgSp + p op 0.07 174 12.7Sigurime shoqerore 16.7% leke 12.7 0.167 2Hekur betoni kg 0.005 20 0.1 1.01 95 96Prerje e drejtim hekuri makin op 0.012 63 0.756Kthim hekuri op 0.006 63 0.378Vinc op 0,0005 53 0.25

Pergatitje hekur betoni i periodik Ø 6-10 mm2

Pergatitje hekur betoni i periodik Ø > 12 mm2

Pergatitje hekur Ø 3-5 mm2, б = 6500 kg/cm2 per tulla me vesh, sap.

Page 21


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shuma: 15 0.1 1.4 96 112 9 11 132

1.99/p tonSp + p op 85 174 14790Sigurime shoqerore 16.7% leke 14790 0.167 2470 Gazogjen

Hekur profil e shirit kg 5.15 20 103 1.5 72 108 810 80 64800

Llamarine e zeze kg Tranxhe elektrike 1.5 210 315 220 75 16500

Karbit kg Saldatrice 15 74 1110 1 183 183

Elektroda kg Trapano elektrik 1.5 95 142.5 10 180 1800

Oksigjen op Vinc ure 3,0 53 150 10 122 1220

Shuma: 17260 103 1825.5 84503 103691 8295 10369 122356


Hekur profil e shirit kg 5.15 20 103 1.5 72 108 910 80 72800Llamarine e zeze kg Tranxhe elektrike 1 210 210 120 75 9000Kthim hekuri op Saldatrice 5 74 370 1.5 183 274.5 karbit

Elektroda kg Trapano elektrik 2 95 190 4.0 180 720Vinc op Vinc ure 2.0 53 100 15 122 1830 oksigjen

Shuma: 16245 103 978 84625 101950 8156 10195 120301


Hekur betoni kg 6.00 20 120 1.5 72 108 860 85 73100Saldatriqe op 24 74 1776 1.5 183 274.5 karbit

Tranxhe elektrike liter 0.6 210 126 4 150 600Trapano elektrik op 0.14 95 13.3 15.0 122 1830 oksigjen

Elektroda kg 30.0 250 7500Vinc op 0,25 53 125 1.0 125 125 dadi e bulona

Hekur profil e shirit kg 50,0 80 3500Llamarine d > 2 mm kg 120,0 75 7800

Shuma: 24570 120 2148.3 94730 121568 9725 12157 143450

Pergatitje konstruksione metalike te perbera

Pergatitje konstruksione metalike te thjeshta

Pergatitje kapriata me hekur betoni

Page 22


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19


Hekur betoni kg 6 20 120 1.5 72 108Saldatriqe op 25 74 1850 2.5 183 457.5 karbit

Gazogjen literTranxhe elektrike op 3 210 630 25.0 122 3050 oksigjen

Elektroda kg Trapano 3 95 285 23,0 250 5750autovinc op 2 2200 4840Hekur profil e shirit kg 730.0 80 65700Llamarine d > 2 mm kg 300,0 75 21000

Shuma: 17260 120 7713 95958 121050 9684 12105 142840

1.107/p tonSp + p op 91 174 15834Sigurime shoqerore 16.7% leke 15834 0.167 2644

kg 20.4 20 408 240 85 20400Hekur profil e shirit kg 400 80 32000Llamarine d > 2.5 mm kg 380 75 28500Elektroda kg 6 180 1080Karbit kg 1.5 183 274.5Oksigjen liter 15 122 1830Saldatrice elektrike op 9.5 74 703Gazogjen op 3 80 240Tranxhe elektrike op 2 210 420Autovinc op 0.2 2200 440Vinc ure op 1.5 53 79.5

Shuma: 18478 408 1882.5 84085 104853 8388 10485 123727


kg 20.4 20 408 630 85 53550Hekur profil e shirit kg 380 80 30400Karbit kg 12 183 2196Oksigjen liter 100 122 12200

Pergatitje kapriata metalike me profile

Pergatitje shkalle metalike me Ø e profile

Hekur Ø

Pergatitje zgara metalike dekorative per dritare e lloxha

Hekur Ø

Page 23


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Elektroda kg 21 180 3780Saldatrice elektrike op 42 74 3108Gazogjen op 20 80 1600Autovinc op 0.2 2200 440

Shuma: 69852 408 5148 102126 177534 ### 17753 209490


kg 20.4 20 408 650 85 55250Hekur profil e shirit kg 360 80 28800Karbit kg 12 183 2196Oksigjen liter 100 122 12200Elektroda kg 21 180 3780Saldatrice elektrike op 42 74 3108Gazogjen op 20 80 1600Autovinc op 0.2 2200 440

Shuma: 53810 408 5148 102226 161592 ### 16159 190679

1.114/p Prodhim mastiçë bitumi tonSp + p op 12.8 115 1472Sigurime shoqerore 16.7% leke 1472 0.167 246Te ndryshme ton 1 20 20Mak per zierje asfalti op 2 525 1050Bitum M-5 (buke) ton 0.6 90000 54000Bitum M-3 (leng) ton 0.4 80000 32000Material mbushes ton 0.1 1600 160Dru zjarri m3 0.6 2500 1500

Shuma: 1718 20 1050 87660 90448 7236 9045 106728

1.117/p Bazamak shkalle me granil m2Sp + p op 3.05 174 531Sigurime shoqerore 16.7% leke 530.7 0.167 89

ton 0.1 20 2 20 8.1 162Granil m3 0.32 20 6.4 0.04 1259 50Lavigatrice op 0.75 84 63Kallep m2 0.2 558 112

kg 1.5 95 143

Pergatitje zgara metalike te thjeshta per dritare e lloxha

Hekur Ø

Çimento 32.5 N

Hekur betoni Ø 3 - 5 mm

Page 24


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shuma: 619 8 63 466 1157 93 116 1365

1.117/p Pragje dritare me granil m2Sp + p op 3.05 174 531Sigurime shoqerore 16.7% leke 530.7 0.167 89


kg 1.5 95 143Shuma: 619 8 63 364 1055 84 105 1244

1.120/p Parapet ballkon me granil m2Sp + p op 2.7 174 470Sigurime shoqerore 16.7% leke 470 0.167 78


kg 1.7 95 162Shuma: 548 8 63 383 1003 80 100 1183

1.123/p Shpatulla dritare granili m2Sp + p op 2.07 174 360Sigurime shoqerore 16.7% leke 360.2 0.167 60


kg 1.5 95 143Shuma: 420 7 63 319 809 65 81 955

1.122/p Parapet muri rrethus granil m2Sp + p op 2.1 174 365Sigurime shoqerore 16.7% leke 365.4 0.167 61

ton 0.15 20 3 28 8.1 227Granil m3 0.48 20 10 0.04 1259 50Lavigatrice op 0.75 84 63Kallep m2 0.15 60 9

Çimento 32.5 N


Çimento 32.5 N


Çimento 32.5 N


Çimento 32.5 N

Page 25


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19kg 1.5 102 153

Shuma: 426 13 63 439 941 75 94 1111

1.124/p Bordura betoni 12x25cm MSp + p op 0.66 115 75.9Sigurime shoqerore 16.7% leke 75.9 0.167 13Beton C-16/20 m3 0.375 20 8 0.03 5111 153Kallep inventari m2 0.2 81 16Solar kg 0.24 80 19

Shuma: 89 8 189 285 23 28 336

1.125/p Bordura betoni 25x25cm MSp + p op 0.86 115 98.9Sigurime shoqerore 16.7% leke 98.9 0.167 17Beton C-16/20 m3 0.788 20 16 0.063 5111 322Kallep inventari m2 0.4 81 32Solar kg 0.5 80 40

Shuma: 115 16 394 526 42 53 620

1.126/p Bordura betoni 15x35cm MSp + p op 0.88 115 101.2Sigurime shoqerore 16.7% leke 101 0.167 17Beton C-16/20 m3 0.663 20 13 0.053 5111 271Kallep inventari m2 0.25 81 20Solar kg 0.32 80 26

Shuma: 118 13 317 448 36 45 529

1.127/p Bordura betoni 20x35cm MSp + p op 0.9 115 103.5Sigurime shoqerore 16.7% leke 104 0.167 17Beton C-16/20 m3 0.875 20 18 0.07 5111 358Kallep inventari m2 0.35 81 28Solar kg 0.43 80 34

Shuma: 120.78 18 421 559 45 56 659

1.128/p Bordura betoni 25x35cm MSp + p op 1 115 115Sigurime shoqerore 16.7% leke 115 0.167 19Beton C-16/20 m3 1.12 20 22 0.088 5111 450


Page 26


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Kallep inventari m2 0.45 81 36Solar kg 0.54 80 43

Shuma: 134 22 529 686 55 69 810

1.129/p Tuba betoni Ø 200 mm MSp + p op 0.47 174 81.78Sigurime shoqerore 16.7% leke 81.8 0.167 14Cimento M 400 kg 0.15 20 3 10.4 8.3 86.3Rere e lare m3 0.59 20 11.8 0.022 1530 33.7Zall lavatrice m3 0.27 20 5.4 0.01 827 8.3Kallep inventar m2 1.48 305 451.4Mirembajtje kallepi 10% 451.4 10% 45.1Solar kg 0.22 80 17.6Betonjere op 0.02 174 3.48Vinc op 0.01 53 0.53

Shuma: 95 20 4 642 762 61 76 899

1.130/p Tuba betoni Ø 300 mm MSp + p op 0.8 174 139.2Sigurime shoqerore 16.7% leke 139 0.167 23

kg 0.30 20 6 19.6 8.3 162.7Rere e lare m3 1.13 20 22.6 0.042 1530 64.3Zall lavatrice m3 0.54 20 10.8 0.01 827 8.3Kallep inventar m2 2.16 305 658.8Mirembajtje kallepi 10% 658.8 10% 65.9Solar kg 0.33 80 26.4Betonjere op 0.03 174 5.22Vinc op 0.02 53 1.06

Shuma: 162.45 39 6 986 1194 96 119 1409


kg 0.38 20 7.6 28.4 8.3 235.7Rere e lare m3 1.65 20 33 0.061 1530 93.3Zall lavatrice m3 0.68 20 13.6 0.025 827 20.7Kallep inventar m2 2.82 305 860.1Mirembajtje kallepi 10% 860.1 10% 86.0Solar kg 0.43 80 34.4

Çimento 32.5 N

Çimento 32.5 N

Page 27


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Betonjere op 0.04 174 6.96Vinc op 0.02 53 1.06

Shuma: 177 54 8 1330 1569 126 157 1852


kg 0.38 20 7.6 42.4 8.3 351.9Rere e lare m3 2.46 20 49.2 0.091 1530 139.2Zall lavatrice m3 1.16 20 23.2 0.043 827 35.6Kallep inventar m2 3.52 305 1073.6Mirembajtje kallepi 10% 1074 10% 107.4Solar kg 0.53 80 42.4Betonjere op 0.06 174 10.44Vinc op 0.02 53 1

Shuma: 337 80 12 1750 2179 174 218 2571


kg 0.75 20 15 49.6 8.3 411.7Rere e lare m3 2.89 20 57.8 0.107 1530 163.7Zall lavatrice m3 1.35 20 27 0.05 827 41.4Kallep inventar m2 4.14 305 1262.7Mirembajtje kallepi 10% 1263 10% 126.3Solar kg 0.62 80 49.6Betonjere op 0.08 174 13.92Vinc op 0.02 53 1.166

Shuma: 361 100 15 2055 2532 203 253 2987

1.129/1p Tub betoni Ø200 mbeshtetj MSp + p op 1.02 174 177.48Sigurime shoqerore 16.7% leke 177 0.167 30

kg 0.18 20 3.6 12 8.3 99.6Rere e lare m3 0.68 20 13.6 0.025 1530 38.3Zall lavatrice m3 0.35 20 7.0 0.013 827 10.8Kallep inventar m2 1.78 305 542.9Mirembajtje kallepi 10% 542.9 10% 54.3Solar kg 0.22 80 17.6

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Page 28


Analize 8% 10%


Shuma: 207 24 4 763 999 80 100 1179


kg 0.33 20 6.6 22 8.3 182.6Rere e lare m3 1.27 20 25.4 0.047 1530 71.9Zall lavatrice m3 0.65 20 13.0 0.024 827 19.8Kallep inventar m2 2.16 305 658.8Mirembajtje kallepi 10% 658.8 10% 65.9Solar kg 0.33 80 26.4Betonjere op 0.03 174 5Vinc op 0.02 53 1.06

Shuma: 244 45 6 1025 1321 106 132 1558


kg 0.50 20 10.0 33 8.3 273.9Rere e lare m3 2.43 20 48.6 0.09 1530 137.7Zall lavatrice m3 0.95 20 19.0 0.035 827 28.9Kallep inventar m2 2.82 305 860.1Mirembajtje kallepi 10% 860.1 10% 86.0Solar kg 0.42 80 33.6Betonjere op 0.04 174 6.264Vinc op 0.02 53 1.06

Shuma: 294 78 7 1420 1800 144 180 2124


kg 0.75 20 15.0 50 8.3 415.0Rere e lare m3 2.86 20 57.2 0.106 1530 162.2Zall lavatrice m3 1.43 20 28.6 0.053 827 43.8Kallep inventar m2 3.52 305 1073.6Mirembajtje kallepi 10% 1074 10% 107.4Solar kg 0.53 80 42.4

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Page 29


Analize 8% 10%


Shuma: 388 101 20 1844 2353 188 235 2776


kg 0.89 20 17.8 59 8.3 489.7Rere e lare m3 3.43 20 68.6 0.127 1530 194.3Zall lavatrice m3 1.73 20 34.6 0.064 827 52.9Kallep inventar m2 4.14 305 1262.7Mirembajtje kallepi 10% 1263 10% 126.3Solar kg 0.62 80 49.6Betonjere op 0.11 174 18.3Vinc op 0.02 53 1.2

Shuma: 467 121 19 2176 2783 223 278 3284

1.138/p Dritare druri kase binar m2Sp + p op 5.9 174 1026.6 2.00 20 40Sigurime shoqerore 16.7% leke 1027 0.167 171Energji elektrike kw 3 12 36.0Lende e holle pishe e stazh m3 0.003 27405 82.2Lende e trashe pishe e stazh m3 0.04 28420 1136.8Ngjites GNS-2 (tutkall) kg 0.36 1015 365.4Inglizina T 10/12 cope 2.65 508 1346.2Mentesha 50x52cm cope 1.27 1050 1333.5Vida druri cope 18.7 10 187.0Spanjoleta cope 0.64 254 162.6Shufra spanjoletash cift 0.64 110 70.4Kraheza cope 0.64 270 172.8Bilbile cope 0.64 180 115.2Gozhde kg 0.2 90 18.0Vaj lini kg 0.11 203 22.3Oketi cope 1.28 142 181.8Zumpara m 0.12 150 18.0Klorur amoni kg 0.004 140 0.6Grasese elektrike op 0.35 180 63Cirkular op 0.33 140 46.2Sharre shirit op 0.42 137 57.54

Çimento 32.5 N

Page 30


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Plan op 0.38 126 47.88Sumpatriqe op 0.32 150 48Trapon elektrik op 0.24 95 22.8

Shuma: 1198 40 285 5249 6772 542 677 7991

1.139/p Dritare druri kase bylme m2Sp + p op 6.8 174 1183.2 2.38 20 48Sigurime shoqerore 16.7% leke 1183 0.167 198Energji elektrike kw 3 12 36.0Lende e holle pishe e stazh m3 0.022 27405 602.9Lende e trashe pishe e stazh m3 0.056 28420 1591.5Ngjites GNS-2 (tutkall) kg 0.36 1015 365.4Inglizina T 10/12 cope 2.65 508 1346.2Mentesha 50x52cm cope 1.27 280 355.6Vida druri cope 18.7 10 187.0Spanjoleta cope 0.64 254 162.6Shufra spanjoletash cift 0.64 110 70.4Kraheza cope 0.64 270 172.8Bilbile cope 0.64 180 115.2Gozhde kg 0.19 90 17.1Vaj lini kg 0.11 203 22.3Oketi cope 1.28 142 181.8Zumpara m 0.12 150 18.0Klorur amoni kg 0.004 140 0.6Grasese elektrike op 0.35 180 63Cirkular op 0.33 140 46.2Sharre shirit op 0.42 137 57.54Plan op 0.38 126 47.88Sumpatriqe op 0.32 150 48Trapon elektrik op 0.24 95 22.8

Shuma: 1381 48 285 5245 6959 557 696 8212

1.143/p Dritare druri dyfishe m2Sp + p op 10.4 174 1809.6 4.50 20 90Sigurime shoqerore 16.7% leke 1810 0.167 302Energji elektrike kw 3 12 36.0Lende e holle pishe e stazh m3 0.006 27405 164.4Lende e trashe pishe e stazh m3 0.095 28420 2699.9Ngjites GNS-2 (tutkall) kg 0.66 1015 669.9

Page 31


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Inglizina T 10/12 cope 4.1 508 2082.8Mentesha 50x52cm cope 2.04 280 571.2Vida druri cope 25.5 10 255.0Spanjoleta cope 1.02 254 259.1Shufra spanjoletash cift 1.02 110 112.2Kraheza cope 1.02 270 275.4Bilbile cope 1.02 180 183.6Gozhde kg 0.36 90 32.4Vaj lini kg 0.16 203 32.5Oketi cope 2.04 142 289.7Zumpara m 0.27 150 40.5Klorur amoni kg 0.007 140 1.0Grasese elektrike op 0.52 180 93.6Cirkular op 0.5 140 70Sharre shirit op 0.63 137 86.31Plan op 0.55 126 69.3Sumpatriqe op 0.48 150 72Trapon elektrik op 0.36 95 34.2

Shuma: 2112 90 425 7706 10333 827 1033 12193

1.143/p-a Dritare druri dopio xham m2Sp + p op 8.3 174 1444.2 3.75 20 75Sigurime shoqerore 16.7% leke 1444 0.167 241Energji elektrike kw 3 12 36.0Lende e holle pishe e stazh m3 0.011 27405 301.5Lende e trashe pishe e stazh m3 0.044 28420 1250.5Ngjites GNS-2 (tutkall) kg 0.4 1015 406.0Inglizina T 10/12 cope 2.65 508 1346.2Mentesha 50x52cm cope 1.27 280 355.6Vida druri cope 18.7 10 187.0Spanjoleta cope 0.64 254 162.6Shufra spanjoletash cift 0.64 110 70.4Kraheza cope 0.64 270 172.8Bilbile cope 0.64 180 115.2Gozhde kg 0.2 90 18.0Vaj lini kg 0.12 203 24.4Oketi cope 1.28 142 181.8Zumpara m 0.12 150 18.0Klorur amoni kg 0.002 140 0.3

Page 32


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Grasese elektrike op 0.42 180 75.6Cirkular op 0.41 140 57.4Sharre shirit op 0.5 137 68.5Plan op 0.45 126 56.7Sumpatriqe op 0.38 150 57Trapon elektrik op 0.29 95 27.55

Shuma: 1685 75 343 4646 6749 540 675 7964

1.153/p Vetrate druri m2Sp + p op 5.4 174 939.6 2.50 20 50Sigurime shoqerore 16.7% leke 940 0.167 157Energji elektrike kw 2.5 12 30.0Lende e holle pishe e stazh m3 0.051 27405 1397.7Lende e trashe pishe e stazh m3 0.029 28420 824.2Ngjites GNS-2 (tutkall) kg 0.31 1015 314.7Inglizina T 10/12 cope 0.74 508 375.9Vida druri cope 3.06 10 30.6Gozhde kg 0.02 90 1.8Vaj lini kg 0.04 203 8.1Zumpara m 0.09 150 13.5Klorur amoni kg 0.003 140 0.4Brava copeShula cope 0.3 125 37.5Grasese elektrike op 0.35 180 63Cirkular op 0.33 140 46.2Sharre shirit op 0.42 137 57.54Plan op 0.38 126 47.88Sumpatriqe op 0.33 150 48.75Trapon elektrik op 0.24 95 22.8

Shuma: 1097 50 286 3034 4467 357 447 5271

1.148/p Prodhim dritare metalike tonSp + p op 150 174 26100Sigurime shoqerore 16.7% leke 26100 0.167 4359Te ndryshme m2 0.75 20 15Elektrosaldatrice op 37 74 2738Gazogjen op 16 80 1280Tranxhe elektrike op 9 53 477Trapano elektrik op 5 95 475

Page 33


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Vinc op 10 53 530Aksesor (detale metalike) kg 90 104 9332.2

Hekur profil kg 900 80 72000.0

Hekur shirit kg 30 80 2400.0

Elektroda kg 20 180 3600.0

Karbit kg 10 183 1830.0

Oksigjen liter 100 122 12200.0

Shuma: 30459 15 5500 101362 137336 ### 13734 162056

1.166/p Dyer druri kashe derrase m2Sp + p op 7.5 174 1305Sigurime shoqerore 16.7% leke 1305 0.167 218Energji elektrike kw 1.25 20 25 3.5 12 42.0Avull ton 0.05 450 22.5Lende e holle pishe e stazh m3 0.036 27405 986.6Lende e trashe pishe e stazh m3 0.062 28420 1762.0Ngjites GNS-2 (tutkall) kg 0.34 1015 345.1Inglizina T 12/14 cope 1.2 508 609.6Gozhde kg 0.1 90 9.0Brava cope 0.58 1000 580.0Vida druri cope 7 10 70.0Vaj lini kg 0.14 203 28.4Zumpara m 0.24 150 36.0Klorur amoni kg 0.003 140 0.4Grasese elektrike op 0.42 180 76Cirkular op 0.41 140 57Sharre shirit op 0.5 137 69Plan op 0.45 126 57Sumpatriqe op 0.38 150 57Trapon elektrik op 0.29 95 28

Shuma: 1523 25 343 4492 6382 511 638 7531

1.182/p Dyer metalike tonSp + p op 180 174 31320Sigurime shoqerore 16.7% leke 31320 0.167 5230Energji elektrike kw 6.50 20 130 3.5 12 42Elektrosaldatrice op 37 74 2738Gazogjen op 16 80 1280Tranxhe elektrike op 9 210 1890

Page 34


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Trapano elektrik op 10 95 950Vinc op 10 53 530Aksesor (detale metalike) kg 250 104 25923Hekur profil kg 900 80 72000Hekur shirit kg 30 80 2400Elektroda kg 20 180 3600Karbit kg 10 183 1830Oksigjen liter 100 122 12200

Shuma: 36550 130 7388 117995 162063 ### 16206 191235

1.189/1p Pllaka granili boje 25/25 m2Sp + p op 2.7 115 310.5Sigurime shoqerore 16.7% leke 311 0.167 52

kg 0.06 20 1.2 11 8.7 95.7kg 0.02 20 0.4 4 12 48.0

Rere e lare m3 0.14 20 2.8 0.015 1530 23.0m3 0.06 20 1.2 0.008 1259 10.1

Boje cimentito kg 0.201 112 22.5Energji elektrike kw 1 12 12.0Te ndryshme 3% 211.2 3% 6.3

Shuma: 362 6 218 586 47 59 691

1.190/1p Pllaka granili boje 30/30 m2Sp + p op 2.7 115 310.5Sigurime shoqerore 16.7% leke 311 0.167 52

kg 0.07 20 1.4 13.5 8.7 117.4kg 0.02 20 0.4 4.2 12 50.4

Rere e lare m3 0.27 20 5.4 0.03 1530 45.9m3 0.09 20 1.8 0.011 1259 13.8

Boje cimentito kg 0.25 112 28.0Energji elektrike kw 1 12 12.0Te ndryshme 3% 267.6 3% 8.0

Shuma: 362 9 276 647 52 65 763

1.188/1p Pllaka granili t-ri 30/30/2.7 m2Sp + p op 2.7 115 310.5Sigurime shoqerore 16.7% leke 311 0.167 52

kg 0.07 20 1.4 9.5 8.7 82.6kg 0.02 20 0.4 7.3 12 87.6

Çimento 42.5 RÇimento e bardhe 42.5 R

Granil guri i thyer 1-2-3mm




Page 35


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Rere e lare m3 0.27 20 5.4 0.005 1530 7.7

m3 0.09 20 1.8 0.032 1259 40.3Boje cimentito kg 0.25 112 28.0Energji elektrike kw 1 12 12.0Te ndryshme 3% 258.2 70% 180.7

Shuma: 362 9 439 810 65 81 956

1.192/1p Pllaka mozaik boje 40/40 m2Sp + p op 6.7 115 770.5Sigurime shoqerore 16.7% leke 771 0.167 129

kg 0.07 20 1.4 12 8.7 104.4kg 0.02 20 0.4 3 12 36.0

Rere e lare m3 0.27 20 5.4 0.015 1530 23.0m3 0.09 20 1.8 0.01 1259 12.6

Boje cimentito kg 0.1 112 11.2Copa mermeri pllake m2 0.28 20 5.6 0.7 1500 1050.0Energji elektrike kw 1 12 12.0Te ndryshme 3% 199.1 3% 6.0

Shuma: 899 15 1255 2169 174 217 2559

1.201/1p Pllake mermeri 0.02-0.06m2 m2Sp + p op 11.3 115 1299.5Sigurime shoqerore 16.7% leke 1300 0.167 217Energji elektrike kw 34 12 408.0Bllok mermeri m3 0.70 20 14 0.05 30450 1522.5Disqe diamanti leke 1523 20% 304.5Lama sharre leke 1523 8% 121.8Materiale ndihmes leke 1523 3% 45.7

Shuma: 1517 14 2402 3933 315 393 4641

1.201/1p Pllake mermeri 0.08-0.10m2 m2Sp + p op 9.9 115 1138.5Sigurime shoqerore 16.7% leke 1139 0.167 190Energji elektrike kw 34 12 408Bllok mermeri m3 0.70 20 14 0.05 30450 1522.5Disqe diamanti leke 1523 15% 228.38Lama sharre leke 1523 6% 91.35Materiale ndihmes leke 1523 3% 45.675

Shuma: 1329 14 2295.9 3639 291 364 4293




Page 36


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.32/p Prodh tuba b/a Ø 700 t=10 MSp + p op 3.8 174 661.2Sigurime shoqerore 16.7% leke 661 0.167 110

kg 0.30 20 6 59 8.1 477.9Rere lavatrice m3 0.90 20 18 0.1 1530 153.0Zall lavatrice m3 1.26 20 25.2 0.14 827 115.8Hekur betoni kg 0.10 20 2 22 85 1870.0Kallep metalik m2 5 305 1525.0Solar kg 0.74 80 59.2Mirembajtje kallepi 10% leke 1525 10% 152.5Betonjere op 0.17 174 30Vinc op 0.04 53 2.12

Shuma: 772 51 32 4353 5208 417 521 6145


kg 0.33 20 6.6 65 8.1 526.5Rere lavatrice m3 0.99 20 19.8 0.11 1530 168.3Zall lavatrice m3 1.44 20 28.8 0.16 827 132.3Hekur betoni kg 0.10 20 2.0 22 85 1870.0Kallep metalik m2 5.6 305 1708.0Solar kg 0.85 80 68.0Mirembajtje kallepi 10% leke 1708 10% 170.8Betonjere op 0.16 174 27.84Vinc op 0.0 53 2.12

Shuma: 772 57 30 4644 5503 440 550 6493


kg 0.51 20 10.2 101 8.1 818.1Rere lavatrice m3 1.62 20 32.4 0.18 1530 275.4Zall lavatrice m3 2.16 20 43.2 0.24 827 198.5Hekur betoni kg 0.14 20 2.8 27 85 2295.0Kallep metalik m2 7 305 2135.0Solar kg 1.05 80 84.0Mirembajtje kallepi 10% leke 2135 10% 213.5

Çimento 32.5 N

Çimento 32.5 N

Çimento 32.5 N

Page 37


Analize 8% 10%


Shuma: 934 89 50 6020 7092 567 709 8369


kg 0.73 20 14.6 146 8.1 1182.6Rere lavatrice m3 2.25 20 45.0 0.25 1530 382.5Zall lavatrice m3 3.24 20 64.8 0.35 827 289.5Hekur betoni kg 0.19 20 3.8 38 85 3230.0Kallep metalik m2 8.3 305 2531.5Solar kg 1.3 80 104.0Mirembajtje kallepi 10% leke 2532 10% 253.2Betonjere op 0.39 174 67.86Vinc op 0.09 53 4.77

Shuma: 1178 128 73 7973 9352 748 935 11035

1.36/p Prodh tuba b/a Ø 1500 t=14 MSp + p op 9 174 1566Sigurime shoqerore 16.7% leke 1566 0.167 262

kg 1.06 20 21 212 8.1 1717.2Rere lavatrice m3 3.24 20 65 0.36 1530 550.9Zall lavatrice m3 4.59 20 92 0.51 827 421.8Hekur betoni kg 0.26 20 5 52 85 4420.0Kallep metalik m2 10.3 305 3141.5Solar kg 1.6 80 128.0Mirembajtje kallepi 10% leke 3142 10% 314.2Betonjere op 0.39 174 68Vinc op 0.09 53 4.77

Shuma: 1828 183 73 10693 12777 1022 1278 15076

1.48/p m3Sp + p op 8.6 174 1496.4Sigurime shoqerore 16.7% leke 1496 0.167 250Beton C-16/20 m3 12.24 20 245 1.02 5111 5213.2Vibrator op 0.92 53 48.76Vinc op 0.6 53 31.8

Çimento 32.5 N

Çimento 32.5 N

Prodhim soletone b/a C-16/20 per ura

Page 38


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Kallep inventar m2 2.7 305 823.5Mirembajtje kallepi 10% leke 823.5 10% 82.4Gozhde kg 0.015 90 1.3Solar kg 0.4 80 32.0

Shuma: 1746 245 80.56 6152 8224 658 822 9704

1.49/p m3Sp + p op 9.9 174 1722.6Sigurime shoqerore 16.7% leke 1723 0.167 288Beton C-16/20 m3 12.24 20 245 1.02 5111 5213.2Vibrator op 0.92 53 48.76Vinc op 0.6 53 31.8Kallep inventar m2 4 305 1220.0Mirembajtje kallepi 10% leke 1220 10% 122.0Gozhde kg 0.02 90 1.8Solar kg 0.6 80 48.0

Shuma: 2010 245 80.56 6605 8941 715 894 10550

1.50/p Prodhim lugje e pila b/a C-16/20 m3Sp + p op 18.3 174 3184.2Sigurime shoqerore 16.7% leke 3184 0.167 532Transport t/km 12.24 20 245Beton C-16/20 m3 1.02 5111 5213Vibrator op 1.3 53 68.9Vinc op 0.6 53 31.8Kallep inventar m2 9 305 2745Mirembajtje kallepi 10% leke 2745 10% 275Gozhde kg 0.05 90 5Solar kg 1.4 80 112

Shuma: 3716 245 100.7 8349 12411 993 1241 14645

1.51/p m3Sp + p op 26.5 174 4611Sigurime shoqerore 16.7% leke 4611 0.167 770Beton C-16/20 m3 12.24 20 245 1.02 5111 5213

Prodhim pilota b/a C-16/20 per ura

Prodhim mbajtese e bazamente lugje b/a C-16/20 parabolik

Page 39


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Vibrator op 1.3 53 68.9Vinc op 0.6 53 31.8Kallep inventar m2 14.5 305 4423Mirembajtje kallepi 10% leke 4423 10% 442Gozhde kg 0.07 90 6Solar kg 2.2 80 176

Shuma: 5381 245 100.7 10260 15987 1279 1599 18864

1.52/p copeSp + p op 6.5 174 1131Sigurime shoqerore 16.7% leke 1131 0.167 189Beton C-37/45 m3 12.24 20 245 0.19 6656 1264.7

kg 5.5 95 522.5kg 2.2 85 187.0

Solar kg 1.8 80 144.0Avull ton 0.15 450 67.5Energji elektrike kw 6.5 12 78.0

Shuma: 1320 245 2264 3828 306 383 4517

1.53/p copeSp + p op 7.3 174 1270.2Sigurime shoqerore 16.7% leke 1270 0.167 212Beton C-37/45 m3 12.24 20 245 0.23 6656 1530.9

kg 6.5 95 617.5kg 2.2 85 187.0

Solar kg 2.2 80 176.0Avull ton 0.18 450 81.0Energji elektrike kw 6.5 12 78.0

Shuma: 1482 245 2670 4398 352 440 5189

1.54/p copeSp + p op 8.1 174 1409.4Sigurime shoqerore 16.7% leke 1409 0.167 235Beton C-37/45 m3 12.24 20 245 0.31 6656 2063.4

kg 8.2 95 779.0kg 3.2 85 272.0

Solar kg 3 80 240.0

Prodhim lugje b/a C-37/45 parabolik L=5m, T - 100

Hekur Ø 4mmHekur Ø 6mm





Page 40


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Avull ton 0.25 450 112.5Energji elektrike kw 6.5 12 78.0

Shuma: 1645 245 3545 5434 435 543 6413

1.55/p copeSp + p op 8.5 174 1479Sigurime shoqerore 16.7% leke 1479 0.167 247Beton C-37/45 m3 12.24 20 245 0.45 6656 2995.3

kg 15.2 95 1444.0kg 5.9 85 501.5

Solar kg 3.7 80 296.0Avull ton 0.36 450 162.0Energji elektrike kw 7 12 84.0

Shuma: 1726 245 5483 7454 596 745 8795

1.56/p copeSp + p op 11 174 1914Sigurime shoqerore 16.7% leke 1914 0.167 320Beton C-37/45 m3 12.24 20 245 0.59 6656 3927

kg 19.1 95 1815kg 5.9 85 502

Solar kg 4.4 80 352Avull ton 0.47 450 212Energji elektrike kw 7 12 84

Shuma: 2234 245 6891 9369 750 937 11055

1.57/p m3Sp + p op 28.6 174 4976.4Sigurime shoqerore 16.7% leke 4976 0.167 831Beton C-16/20 m3 12.24 20 245 1.02 4731 4825.6Vibrator op 1.3 53 68.9Vinc op 0.6 53 31.8Kallep inventar m2 16.7 81 1352.7Mirembajtje kallepi 10% leke 1353 10% 135.3Gozhde kg 0.08 90 7.2Solar kg 2.5 80 200.0





Prodhim elemente b/a C-16/20 per kaskada

Page 41


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shuma: 5807 245 100.7 6521 12674 1014 1267 14955

1.58/p m3Sp + p op 19.6 174 3410.4Sigurime shoqerore 16.7% leke 3410 0.167 570Beton C-16/20 m3 12.24 20 245 1.02 4731 4825.6Vibrator op 1.3 53 68.9Vinc op 0.6 53 31.8Kallep inventar m2 9.5 81 769.5Mirembajtje kallepi 10% leke 769.5 10% 77.0Gozhde kg 0.05 90 4.5Solar kg 1.5 80 120.0

Shuma: 3980 245 100.7 5797 10122 810 1012 11944

1.59/p m3Sp + p op 22.1 174 3845.4Sigurime shoqerore 16.7% leke 3845 0.167 642Beton C-16/20 m3 12.24 20 245 1.02 4731 4825.6Vibrator op 1.3 53 68.9Vinc op 0.6 53 31.8Kallep inventar m2 2.9 305 884.5Mirembajtje kallepi 10% leke 884.5 10% 88.5Gozhde kg 0.06 90 5.4Solar kg 1.8 80 144.0

Shuma: 4488 245 100.7 5948 10781 862 1078 12722

1.60/p m3Sp + p op 8.8 174 1531.2Sigurime shoqerore 16.7% leke 1531 0.167 256Beton C-16/20 m3 12.24 20 245 1.02 4731 4825.6Vibrator op 0.92 53 48.76Autovinc op 0.38 1660 630.8Kallep inventar m2 2.9 81 234.9Mirembajtje kallepi 10% leke 234.9 10% 23.5Gozhde kg 0.02 90 1.8

Prodhim elemente b/a C-16/20 per priza,hyrje dalje.

Prodhim lugje te vegjel b/a C-16/20

Prodhim soleta b/a per ura dhe hekurudha C-16/20, HD = 2M

Page 42


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Solar kg 0.5 80 40.0

Shuma: 1787 245 680 5126 7837 627 784 9248

1.61/p m3Sp + p op 8.2 174 1426.8Sigurime shoqerore 16.7% leke 1427 0.167 238Beton C-20/25 m3 12.24 20 245 1.02 4907 5004.8Vibrator op 0.66 53 34.98Autovinc op 0.13 1660 215.8Kallep inventar m2 4.9 81 396.9Mirembajtje kallepi 10% leke 396.9 10% 39.7Gozhde kg 0.03 90 2.7Solar kg 0.75 80 60.0

Shuma: 1665 245 251 5504 7665 613 766 9044

1.62/p m3Sp + p op 7.9 174 1374.6Sigurime shoqerore 16.7% leke 1375 0.167 230Beton C-20/25 m3 12.24 20 245 1.02 4907 5004.8Vibrator op 0.66 53 34.98Autovinc op 0.13 1660 215.8Kallep inventar m2 4.5 81 364.5Mirembajtje kallepi 10% leke 364.5 10% 36.5Gozhde kg 0.02 90 1.8Solar kg 0.7 80 56.0

Shuma: 1604 245 251 5464 7563 605 756 8925

1.63/p m3Sp + p op 7.4 174 1287.6Sigurime shoqerore 16.7% leke 1288 0.167 215Beton C-25/30 m3 12.24 20 245 1.02 5494 5604Vibrator op 0.66 53 34.98Autovinc op 0.13 2200 286

Prodhim soleta b/a per ura dhe hekurudha C-20/25, HD=3~4M

Prodhim soleta b/a per ura dhe hekurudha C-20/25,HD=5~6M

Prodhim soleta b/a per ura dhe hekurudha C-25/30,HD=8~10M

Page 43


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Kallep inventar m2 4.1 81 332Mirembajtje kallepi 10% leke 332.1 10% 33Gozhde kg 0.02 90 2Solar kg 0.6 80 48

Shuma: 1503 245 321 6019 8088 647 809 9544

1.64/p m3Sp + p op 18.5 174 3219Sigurime shoqerore 16.7% leke 3219 0.167 538Beton C-16/20 m3 12.24 20 245 1.02 5111 5213.2Vibrator op 1.3 53 68.9Autovinc op 0.2 2200 440Kallep inventar m2 9.5 81 769.5Mirembajtje kallepi 10% leke 769.5 10% 77.0Gozhde kg 0.05 90 4.5Solar kg 1.4 80 112.0

Shuma: 3757 245 509 6176 10686 855 1069 12610

1.65/p m3Sp + p op 10.1 174 1757.4Sigurime shoqerore 16.7% leke 1757 0.167 293Beton M 200 m3 12.24 20 245 1.02 5111 5213.2Vibrator op 1.2 53 63.6Autovinc op 0.13 2200 286Kallep inventar m2 12.5 81 1012.5Mirembajtje kallepi 10% leke 1013 10% 101.3Gozhde kg 0.06 90 5.4Solar kg 1.9 80 152.0

Shuma: 2051 245 350 6484 9130 730 913 10773

1.66/p m3Sp + p op 10.1 174 174Sigurime shoqerore 16.7% leke 174 0.167 29Beton C-16/20 m3 12.24 20 245 1.02 5869 5986Vibrator op 0.92 53 48.76Autovinc op 0.13 2200 286

Prodhim tombino kendrejte b/a C-16/20 per hekurudha

Prodhim kollona e rama b/a C-16/20 per hekurudha

Prodhim kollona e rama b/a M-300 per hekurudha

Page 44


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Kallep inventar m2 5.4 81 437Mirembajtje kallepi 10% leke 437.4 10% 44Gozhde kg 0.03 90 3Solar kg 0.8 80 64

Shuma: 203 245 335 6534 7316 585 732 8633

1.67/p m3Sp + p op 32.3 174 5620.2Sigurime shoqerore 16.7% leke 5620 0.167 939Beton C-20/25 m3 12.24 20 245 1.02 5325 5431Vibrator op 1.2 53 63.6Autovinc op 0.13 2200 286Kallep inventar m2 12.5 305 3813Mirembajtje kallepi 10% leke 3813 10% 381Gozhde kg 0.06 90 5Solar kg 1.9 80 152

Shuma: 6559 245 350 9782 16936 1355 1694 19984


Shuma: 6559 245 470 9782 17056 1365 1706 20126

1.69/p m3Sp + p op 32.3 174 5620.2Sigurime shoqerore 16.7% leke 5620 0.167 939Beton C-25/30 m3 12.24 20 245 1.02 5869 5986Vibrator op 1.4 53 74.2Autovinc op 0.18 2200 396Kallep inventar m2 12.5 305 3813

Prodhim trare " T " b/a C-20/25 me H.D = 7.5-10M per ura

Prodhim trare " T " b/a C-20/25 me H.D = 15-20M per ura

Prodhim trare " T " b/a C-25/30 me H.D = 15-20M per ura

Page 45


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Mirembajtje kallepi 10% leke 3813 10% 381Gozhde kg 0.06 90 5Solar kg 1.9 80 152

Shuma: 6559 245 470 10337 17611 1409 1761 20781


Shuma: 5767 245 646 9641 16299 1304 1630 19233

1.71/p m3Sp + p op 20 174 3480Sigurime shoqerore 16.7% leke 3480 0.167 581Beton C-25/30 m3 12.24 20 245 1.02 5869 5986Vibrator op 1.35 53 71.55Autovinc op 0.26 2200 572Kallep inventar m2 6.5 305 1983Mirembajtje kallepi 10% leke 1983 10% 198Gozhde kg 0.03 90 3Solar kg 1 80 80

Shuma: 4061 245 644 8249 13199 1056 1320 15575

1.72/p m2Sp + p op 0.9 115 103.5Sigurime shoqerore 16.7% leke 104 0.167 17Beton C-12/15 m3 0.61 20 12 0.051 4444 226.6Kallep inventar m2 0.44 81 35.6Mirembajtje kallepi 10% leke 35.64 10% 3.6Solar kg 0.07 80 5.6

Prodhim trare " T " b/a C-25/30 me H.D > 20 M per ura automobilistike

Prodhim trare " T " b/a C-25/30 me H.D > 15 M per ura hekurudha

Prodhim pllaka betoni C-12/15 t = 5cm

Page 46


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shuma: 121 12 271 404 32 40 477

1.73/p m2Sp + p op 1.3 115 149.5Sigurime shoqerore 16.7% leke 150 0.167 25Beton C-12/15 m3 1.22 20 24 0.102 4444 453.3Kallep inventar m2 0.61 81 81.0Mirembajtje kallepi 10% leke 81 10% 0.1Solar kg 0.09 80 80.0

Shuma: 174 24 614 813 65 81 960

1.74/p m3Sp + p op 10.5 115 1207.5Sigurime shoqerore 16.7% leke 1208 0.167 202Beton C-12/15 m3 12.24 20 245 1.02 4444 4532.7Vinc op 0.6 53 31.8Kallep inventar m2 3.4 81 275.4Mirembajtje kallepi 10% leke 275.4 10% 27.5Solar kg 0.51 80 40.8

Shuma: 1409 245 32 4876 6562 525 656 7743

1.75/p m2Sp + p op 0.77 115 88.55Sigurime shoqerore 16.7% leke 88.6 0.167 15Beton C-16/20 m3 0.43 20 9 0.04 5111 204.4Kallep inventar m2 0.22 81 17.8Mirembajtje kallepi 10% leke 17.82 10% 1.8Solar kg 0.03 80 2.4

Shuma: 103 9 226 338 27 34 399

1.76/p m3Sp + p op 7 115 805Sigurime shoqerore 16.7% leke 805 0.167 134Beton C-7/10 m3 12.24 20 245 1.02 4298 4383.7Vibrator op 0.75 53 39.75

Prodhim pllaka betoni C-12/15 t = 10cm

Prodhim pllaka betoni C-12/15 t = 10cm 1x1m dhe 2x2m

Prodhim pllaka betoni C-16/20 t = 3.5cm 0.4x0.6m

Prodhim blloqe betoni C-7/10 1x1x1m dhe 1x1x0.5m

Page 47


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Autovinc op 0.6 1660 996Kallep inventar m2 4 81 324.0Mirembajtje kallepi 10% leke 324 10% 32.4Gozhde kg 0.02 90 1.8Solar kg 0.6 80 48.0

Shuma: 939 245 1036 4790 7010 561 701 8272

1.77/p m3Sp + p op 8 115 920Sigurime shoqerore 16.7% leke 920 0.167 154Beton C-7/10 m3 12.24 20 245 1.02 4298 4383.7Vibrator op 0.75 53 39.75Autovinc op 0.6 1660 996Kallep inventar m2 5.8 81 469.8Mirembajtje kallepi 10% leke 469.8 10% 47.0Gozhde kg 0.03 90 2.7Solar kg 0.9 80 72.0

Shuma: 1074 245 1036 4975 7329 586 733 8649

1.78/p m3Sp + p op 9.5 115 1092.5Sigurime shoqerore 16.7% leke 1093 0.167 182Beton C-7/10 m3 12.24 20 245 1.02 4298 4383.7Vibrator op 0.75 53 39.75Autovinc op 0.6 1660 996Kallep inventar m2 9 81 729.0Mirembajtje kallepi 10% leke 729 10% 72.9Gozhde kg 0.05 90 4.5Solar kg 1.4 80 112.0

Shuma: 1275 245 1036 5302 7858 629 786 9272

1.79/p m3Sp + p op 13.3 115 1529.5Sigurime shoqerore 16.7% leke 1530 0.167 255Beton C-7/10 m3 12.24 20 245 1.02 4298 4383.7Vibrator op 0.75 53 39.75

Prodhim blloqe betoni C-7/10 0.6x0.6x0.6m dhe 0.8x0.8x0.8m

Prodhim blloqe betoni C-7/10 0.4x0.4x0.4m dhe 0.5x0.5x0.5m

Prodhim blloqe betoni C-7/10 Ø 40 - 60 cm

Page 48


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Autovinc op 0.6 1660 996Kallep inventar m2 8 305 2440.0Mirembajtje kallepi 10% leke 2440 10% 244.0Gozhde kg 0.04 90 3.6Solar kg 1.2 80 96.0

Shuma: 1785 245 1036 7167 10233 819 1023 12075

1.80/p m3Sp + p op 11.4 115 1311Sigurime shoqerore 16.7% leke 1311 0.167 219Beton C-7/10 m3 12.24 20 245 1.02 4298 4384Vibrator op 0.75 53 39.75Autovinc op 0.6 1660 996Kallep inventar m2 4.8 305 1464Mirembajtje kallepi 10% leke 1464 10% 146Gozhde kg 0.03 90 3Solar kg 0.72 80 58

Shuma: 1530 245 1036 6054 8865 709 886 10461

1.85/p Pergatitje detale metalike ne b/a tonSp + p op 187 174 32538 5.15 20 103Sigurime shoqerore 16.7% leke 32538 0.167 5434Hekur betoni ton 0.24 85000 20400

op 35 74 2590Gazogjen op 10 72 720Oksigjen liter 100 122 12200Tranxhe per llam e profile op 5 53 265Elektroda kg 28.0 180 5040Karbit kg 10.0 183 1830Hekur profil e shirit ton 0.22 80000 17600Llamarine d > 2 mm ton 0.51 75000 38250Tuba celiku ton 0.03 75000 2250Bulona e dado ton 0.03 125000 3750

Shuma: 37972 103 3575 101320 142970 ### 14297 168704

A N A L I Z A T E K N I K E T E R E J A

Prodhim blloqe betoni C-7/10 Ø 70 - 100 cm

Elektrosaldatriçe

Page 49


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.86/a tonSp + p

Asisten 2 op 0.07 115 8.5Impiantist 2 op 0.07 174 12.876Fadromist 1 op 0.06 174 11.136Shofer 1 op 0.06 174 11.136Shtese mbi page 65% leke 43.7 0.65 28 t/km çmimi vleraGranil m3 29.3 20 586Rrere m3 13.1 20 262Filer m3 1.2 20 24 t/h leke/h leke/tte ndryshme leke 10.0 20 200Impianti op 0.85 7875 133.875

Fadrom op 0.85 3650 62.05

Grupi i gjeneratorit op 0.85 680 11.56

Kamion op 0.85 1575 26.775

Granil 10/30 m3 0.382 827 316 Rrere 2/5 m3 0.161 799 129 Filer m3 0.033 799 27 Solar kg 6 80 480 Bitum kg 35 80 2,800

Shuma: 72 1072 234 3752 5130 410 513 6053

1.89/p tonSp + p op 0.69 174 120Shtese mbi page 65% leke 120 0.650 78Fabrike asfaltobetoni 18T/h op 0.06 1020 57.1Kazan 10000l op 0.11 74 8.2Ushqyes mekanik op 0.11 126 14.0Transportier L-10m op 0.11 79 8.8Elektropompe tymthithese 10kw op 0.06 64 3.5Ekskavator ne ekonomi 0.25 op 0.03 1870 61.7Granil nga zalli i lare i thyer m3 0.36 1259 458Rere e lare ton 0.24 1530 372Bitum kg 49.00 80 3920Briket kg 20.00 90 1800Solar kg 12.00 80 960

Prodhim konglomerati "Fab" 18 T/ore, me granil, rere dhe filer

Prodhim binder me "Fab" 18 T/ore, granil guri e rere lavatriçe

Page 50


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Dru zjarri kg 2.65 3.1 8

Shuma: 198 153 7518 7870 630 787 9286

1.89/1p tonSp + p op 1.69 174 294Shtese mbi page 65% leke 294 0.650 191Fabrike asfaltobetoni 18T/h op 0.06 1020 57.12Kazan 10000l op 0.11 74 8.214Ushqyes mekanik op 0.11 126 13.986Transportier L-10m op 0.11 79 8.769Elektropompe tymthithese 10kw op 0.06 64 3.52Ekskavator ne ekonomi 0.25 op 0.03 1870 61.71Granil nga zalli i lare i thyer m3 0.37 1259 462Rere e lare m3 0.25 1530 375Bitum kg 39.00 80 3120Briket kg 20.00 90 1800Solar kg 12.00 80 960Dru zjarri kg 2.65 3.1 8

Shuma: 485 153 6725 7364 589 736 8689

1.93/p tonSp + p op 0.69 174 120Shtese mbi page 65% leke 120 0.650 78Fabrike asfaltobetoni 18T/h op 0.06 1020 57.12Kazan 10000l op 0.11 74 8.214Ushqyes mekanik op 0.11 126 13.986Transportier L-10m op 0.11 79 8.769Elektropompe tymthithese 10kw op 0.06 64 3.584Ekskavator ne ekonomi 0.25 op 0.03 1870 61.71Granil nga guri i thyer m3 0.29 1259 360Rere e lare m3 0.24 1530 364Bitum kg 68.00 80 5440Briket kg 22.00 90 1980Solar kg 12.00 80 960Dru zjarri kg 2.65 3.1 8Pluhur guri m3 0.09 1523 134

Prodhim binder me "Fab" 18 T/ore, granil zalli e rere lavatriçe

Prodhim asfaltobetoni, "Fab" 18 T/ore,granil guri e rere lavatriçe

Page 51


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shuma: 198 153 9246 9598 768 960 11326

1.93/1p tonSp + p op 0.69 174 120Shtese mbi page 65% leke 120 0.650 78Fabrike asfaltobetoni 18T/h op 0.06 1020 57.12Kazan 10000l op 0.11 74 8.214Ushqyes mekanik op 0.11 126 13.986Transportier L-10m op 0.11 79 8.769Elektropompe tymthithese 10kw op 0.06 64 3.584Ekskavator ne ekonomi 0.25 op 0.03 1870 61.71Granil nga guri i thyer m3 0.29 1259 364Rere e lare m3 0.24 1530 369Bitum kg 57.50 80 4600Briket kg 22.00 90 1980Solar kg 12.00 80 960Dru zjarri kg 2.65 3.1 8Pluhur guri m3 0.09 1523 134

Shuma: 198 153 8415 8766 701 877 10344

1.94/p tonSp + p op 50 174 8700Sigurime shoqerore 16.7% leke 8700 0.167 1453Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1 80 80Trapano elektrike op 2 95 190Saldatrice 24 kw e 500A op 23 74 1702Tranxhe e kombinuar op 1 53 53Tranxhe llamarine 19 mm op 1 53 53Tokmak elektrik op 0.8 63 50.4Vinc ure 5 T me manovrator op 1.1 147 161.7Vinc kulle 4-6 T me " op 1.5 210 315Hekur profil kg 900 80 72000Hekur pllake kg 118 75 8850Hekur betoni kg 3 85 255Bullona e dadi deri 20cm kg 0.5 125 62.5

Prodhim asfaltobetoni, "Fab" 18 T/ore,granil zalli e rere lavatriçe

Pergatitje shtylla metalike T/larte, me saldim 35-110 KV

Page 52


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Elektroda kg 14 180 2520Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 10153 102 2605.1 85091 97951 7836 9795 115582

1.95/p tonSp + p op 68 174 11832Sigurime shoqerore 16.7% leke 11832 0.167 1976Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1.5 72 108Trapano elektrike op 7 95 665Saldatrice 24 kw e 500A op 15 74 1110Tranxhe e kombinuar op 4 53 212Tranxhe llamarine 19 mm op 3.3 53 174.9Tokmak elektrik op 2 63 126Vinc ure 5 T me manovrator op 2.3 147 338.1Vinc kulle 4-6 T me " op 2 210 420Hekur profil kg 885 80 70800Hekur pllake kg 135 75 10125Hekur betoni kg 1 85 85Bullona e dadi deri 20cm kg 1 125 125Elektroda kg 13 250 3250Karbit kg 1 183 183Oksigjen liter 12 122 1464

Shuma: 13808 102 3154 86032 103096 8248 10310 121653

1.96/p tonSp + p op 72 174 12528Sigurime shoqerore 16.7% leke 12528 0.167 2092Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1 72 72Trapano elektrike op 3.6 95 342Saldatrice 24 kw e 500A op 0.6 74 44.4Tranxhe e kombinuar op 11 53 583Tranxhe llamarine 19 mm op 1.5 53 79.5Tokmak elektrik op 0.6 63 37.8

Pergatitje shtylla metalike T/larte, me saldim 220 KV

Pergatitje shtylla metalike T/larte, me bulona 220 KV

Page 53


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Vinc ure 5 T me manovrator op 2.9 147 426.3Vinc kulle 4-6 T me " op 1.2 210 252Pjale + prese mekanike op 4 84 336Hekur profil kg 903 80 72240Hekur pllake kg 117 75 8775Hekur betoni kg 1 85 85Bullona e dadi deri 20cm kg 50 125 6250Elektroda kg 4.5 180 810Karbit kg 1 183 183Oksigjen liter 12 122 1464Te ndryshme mbi materisle leke 89807 0.80% 718.46

Shuma: 14620 102 2173 90525 107421 8594 10742 126756

97-98 m3Sp + p op 12 174 2088Sigurime shoqerore 16.7% leke 2088 0.167 349Beton C - 16/20 m3 12.24 20 245 1.02 4731 4826Vinc cjap 5 ton op 0.8 158 126.4Vibrator thellesie op 0.7 53 37.1Kallep inventar m2 7 81 567Solar kg 1.5 80 120Skele inventar m2 2 46 92

Shuma: 2437 245 163.5 5605 8450 676 845 9971

1.99/p m3Sp + p op 12 174 2088Sigurime shoqerore 16.7% leke 2088 0.167 349Beton C - 16/20 m3 12.24 20 245 1.02 4731 4826Vinc cjap 5 ton op 0.8 158 126.4Vibrator thellesie op 0.7 53 37.1Kallep inventar m2 13 81 1053Solar kg 2 80 160Detale metalike kg 17.5 143 2502

Shuma: 2437 245 163.5 8541 11386 911 1139 13435

1.101/p ton V.O T U = 04 - 5 KV & 6 - 10 KV = T M

Bazamente b/a per shtylla metalike T L

Kundrapesha b/a per shtylla metalike T L

Pergatitje traversa metalike TU dhe TM, per linja 04-10 KV

Page 54


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Sp + p op 91 174 15834Sigurime shoqerore 16.7% leke 15834 0.167 2644Te ndryshme ton 5.1 20 102Aparat gazogjeni op 3 72 216Trapano elektrike op 2.5 95 237.5Saldatrice 24 kw e 500A op 17 95 1615Tranxhe e kombinuar op 3 53 159Tranxhe llamarine 19 mm op 3 53 159Prese mekanike op 21 84 1764Vinc ure 5 T me manovrator op 0.9 147 132.3Vinc kulle 4-6 T me " op 1 210 210Hekur profil kg 816 80 65280Hekur pllake kg 204 75 15300Elektroda kg 20 180 3600Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 18478 102 4492.8 85583 108656 8692 10866 128214

1.101/1 tonSp + p op 81 174 14094Sigurime shoqerore 16.7% leke 14094 0.167 2354Te ndryshme ton 5.1 20 102Aparat gazogjeni op 5 72 360Trapano elektrike op 3 95 285Saldatrice 24 kw e 500A op 15 74 1110Tranxhe e kombinuar op 4 53 212Tranxhe llamarine 19 mm op 1 53 53Prese mekanike op 2 84 168Vinc ure 5 T me manovrator op 1 147 147Vinc kulle 4-6 T me " op 1 210 210Hekur profil kg 898 80 71840Hekur pllake kg 122 75 9150Elektroda kg 20 180 3600Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 16448 102 2545 85993 105088 8407 10509 124003

Pergatitje traversa metalike T L, per linja 35 e 110 KV

Page 55


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.101/2 tonSp + p op 66 174 11484Sigurime shoqerore 16.7% leke 11484 0.167 1918Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1 72 72Trapano elektrike op 2 95 190Saldatrice 24 kw e 500A op 23 74 1702Tranxhe e kombinuar op 1 53 53Tranxhe llamarine 19 mm op 1 53 53Vinc ure 5 T me manovrator op 1 147 147Vinc kulle 4-6 T me " op 1.5 210 315Hekur profil kg 918 80 73440Hekur pllake kg 82 75 6150Hekur betoni kg 21 85 1785Elektroda kg 20 180 3600Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 13402 102 2532 86378 102414 8193 10241 120848

1.101/3 tonSp + p op 79 174 13746Sigurime shoqerore 16.7% leke 13746 0.167 2296Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1 72 72Trapano elektrike op 2 95 190Saldatrice 24 kw e 500A op 23 74 1702Tranxhe e kombinuar op 1 53 53Tranxhe llamarine 19 mm op 1 53 53Vinc ure 5 T me manovrator op 1 147 147Vinc kulle 4-6 T me " op 1.5 210 315Hekur profil kg 918 80 73440Hekur pllake kg 102 75 7650Hekur betoni kg 1 85 85Elektroda kg 20 180 3600Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 16042 102 2532 86178 104854 8388 10485 123727

Pergatitje konstruksion metalik per N/st 35 e 110 KV

Pergatitje konstruksion metalik per N/st 220 KV

Page 56


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1.101/4 tonSp + p op 203 174 35322Sigurime shoqerore 16.7% leke 35322 0.167 5899Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1 72 72Trapano elektrike op 2 95 190Saldatrice 24 kw e 500A op 23 74 1702Tranxhe e kombinuar op 1 53 53Tranxhe llamarine 19 mm op 1 53 53Tokmak elektrik op 0.8 63 50.4Vinc ure 5 T me manovrator op 0.9 147 132.3Vinc kulle 4-6 T me " op 1.5 210 315Hekur profil kg 900 80 72000Hekur pllake kg 118 75 8850Hekur betoni kg 3 85 255Bulona e dadi kg 0.5 125 62.5Elektroda kg 14 180 2520Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 41221 102 2567.7 85091 128981 ### 12898 152198

1.101/5 tonSp + p op 90 174 15660Sigurime shoqerore 16.7% leke 15660 0.167 2615Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1.5 72 108Saldatrice 24 kw e 500A op 27 74 1998Tranxhe e kombinuar op 3 53 159Vinc ure 5 T me manovrator op 1.4 147 205.8Vinc kulle 4-6 T me " op 0.7 210 147Hekur profil kg 930 80 74400Hekur pllake kg 90 75 6750Elektroda kg 30 180 5400Karbit kg 25 183 4575Oksigjen liter 25 122 3050

Pergatitje konstruksion metalik per antena radio-televizori

Pergatitje konstruksion metalik per centina tunelesh

Page 57


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Shuma: 18275 102 2617.8 94175 115170 9214 11517 135901

1.101/6 tonSp + p op 142 174 24708Sigurime shoqerore 16.7% leke 24708 0.167 4126Te ndryshme ton 5.1 20 102Aparat gazogjeni op 6 72 432Trapano elektrike op 15 95 1425Saldatrice 24 kw e 500A op 58 74 4292Tranxhe e kombinuar op 2 53 106Tranxhe llamarine 19 mm op 2 53 106Vinc ure 5 T me manovrator op 4 147 588Vinc kulle 4-6 T me " op 1.5 210 315Hekur profil kg 815 80 65200Hekur pllake kg 205 75 15375Elektroda kg 21 180 3780Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 28834 102 7264 85758 121958 9757 12196 143911

1.101/7 tonSp + p op 77 174 13398Sigurime shoqerore 16.7% leke 13398 0.167 2237Te ndryshme ton 5.1 20 102Aparat gazogjeni op 1 72 72Saldatrice 24 kw e 500A op 23 74 1702Tranxhe llamarine 19 mm op 1 53 53Vinc ure 5 T me manovrator op 1 147 147Vinc kulle 4-6 T me " op 1 210 210Tuba celiku kg 964 110 106040Hekur pllake kg 50 75 3750Bulona e dadi kg 6 125 750Elektroda kg 20 180 3600Karbit kg 1 183 183Oksigjen liter 10 122 1220

Shuma: 15635 102 2184 115543 133464 ### 13346 157488

Pergatitje konstruksion metalik per shtylla teleferiku

Pergatitje konstruksion tuba celiku per ngritje shtyllash

Page 58


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

187/1p m3Sp + p op 6 174 1044Sigurime shoqerore 16.7% leke 1044 0.167 174.35Transport te ndryshme ton 20 20 400Mulli me cekic op 2.4 1313 3151.2Argjile m3 1 150.0 150Dru zjarri m3 0.03 2500 75

Shuma: 1218 400 3151 225 4995 400 499 5894

188/p tonSp + p op 130 174 22620Sigurime shoqerore 16.7% leke 22620 0.167 3778Transport te ndryshme ton 10.2 20 204Forxhe kovaci op 1.02 68 69.36Eshke kovaci kg 50 91 4550

ton 0.83 85000 70550Hekur per pykat (llamarine) ton 0.19 75000 14250

Shuma: 26398 204 69.36 89350 116021 9282 11602 136905

188/1 tonSp + p op 130 174 22620Sigurime shoqerore 16.7% leke 22620 0.167 3778Transport te ndryshme ton 10.2 20 204Forxhe kovaci op 1.02 68 69.36Eshke kovaci kg 50 91 4550

ton 0.83 90000 74700Hekur per pykat (llamarine) ton 0.19 75000 14250

Shuma: 26398 204 69.36 93500 120171 9614 12017 141802

1.91/2p tonSp + p op 1.25 174 218Shtese mbi page 65% leke 218 0.167 36Fabrike asfaltobetoni 8-10T/h op 0.11 640 71Kazan 10000l op 0.22 74 16

Prodhim argjile per betonet e diafragmes neH/Centrale

Prodhim ankera me hekur Ø te zakonshem

Hekur betoni Ø

Prodhim ankera me hekur Ø periodik

Hekur betoni Ø

Prodhim asfaltobetoni me ngjyre, "Fab" 8-10T/ore,granil e rere guri

Page 59


Analize 8% 10%

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19Ushqyes mekanik op 0.22 126 28Transportier L-10m op 0.22 79 18Elektropompe tymthithese 10kw op 0.11 64 7Ekskavator ne ekonomi 0.25 op 0.07 1870 125Granil nga guri i thyer m3 0.29 1100 319Rere guri m3 0.24 1523 367Bitum kg 57.50 80 4600Briket kg 22.00 90 1980Boje cimentito ( ngjyra ) kg 25.00 110 2750Pluhur guri m3 0.09 1523 136

Shuma: 254 265 10152 10671 854 1067 12592

Shenime teknike:1. Në analizat teknike betonet nuk janë paraqitur sipas markave, por sipas klasave, bazuar sipas standartitShqiptar dhe Europian, SSH-EN 206.2. Çimentoja është paraqitur sipas klasave bazuar në standartet shqiptare dhe europiane SSH-EN 197-1.3. Në analizat teknike Sigurimet shoqërore, që paguhen nga punëdhënësi, janë marrë 16.7% në zbatim të VKM Nr.414, datë 27.06.2012.

M P P T DREJTORIA E POLITIKAVE TE NDERTIMIT Viti - 2013

M A N U A L I 1 PRODHIMI I MATERIALEVE TE NDERTIMIT

( Përmbledhëse e çmimeve )NR. Shpenzime te Fitimi

NR. E M E R T I M I NJESIA CMIMI pergjithshme TOTALIMANUALI 8% 10%

1 1.1/p Prodhim gur kave m3 830 66.4 83.0 980 2 1.3/p Prodhim gur lumi m3 682 54.6 68.2 805 3 1.4/p Prodhim rere lumi m3 656 52.4 65.6 774 4 1.10/p Prodhim rere natyrore shtufi m3 715 57.2 71.5 844 5 1.11/p Prodhim rere e lare shtufi m3 799 63.9 79.9 943 6 1.15/p Prodhim zhavor lumi m3 291 23.3 29.1 343 7 1.17/p Prodhim rere lavatrice m3 1530 122.4 153.0 1806 8 1.18/p Prodhim zall (granil) lavatrice m3 827 66.2 82.7 976 9 1.19/p Prodhim cakell per betone m3 1259 100.7 125.9 1485

10 1.19/1p Prodhim cakell makinerie m3 1185 94.8 118.5 1399 11 1.19/2p Prodhim cakell gurore m3 415 33.2 41.5 489 12 1.19/3p Prodhim rere guri m3 1806 144.5 180.6 2131 13 1.20/p Prodhim gelqere e pa shuar ton 9924 793.9 992.4 11710 14 1.20/1 Prodhim gelqere e shuar ( qull ) ton 7589 607.1 758.9 8955 15 1.21/p Prodhim llac gelqere 1 : 3 m3 4042 323.4 404.2 4770 16 1.22/p Prodhim llac gelqere 1 : 2 m3 4679 374.3 467.9 5521 17 1.23/p Prodhim llac i perzier M - 15 m3 3190 255.2 319.0 3764 18 1.23/1 Prodhim llac i perzier M - 25 m3 3785 302.8 378.5 4466 19 1.23/2 Prodhim llac i perzier M - 50 m3 3978 318.2 397.8 4694 20 1.23/3 Prodhim llac i perzier M - 75 m3 4083 326.7 408.3 4818 21 1.24/1 Prodhim llac cimento M - 25 ( 1 : 6 ) m3 3227 258.2 322.7 3808 22 1.24/2 Prodhim llac cimento M - 50 ( 1 : 4.5 ) m3 3532 282.6 353.2 4168 23 1.24/3 Prodhim llac cimento M - 75 ( 1 : 4 ) m3 3627 290.2 362.7 4280 24 1.24/p Prodhim llac cimento M - 100 ( 1 : 3 ) m3 4824 385.9 482.4 5692 25 1.25/p Prodhim llac cimento M - 200 ( 1 : 2 ) m3 5986 478.9 598.6 7063 26 1.26/1 Prodhim betoni C - 6/10 ( me zall ) m3 3949 315.9 394.9 4660 27 1.26/2 Prodhim betoni C - 6/10 ( me cakell ) m3 4401 352.1 440.1 5193 28 1.27/1 Prodhim betoni C - 7/10 ( me zall ) m3 4298 343.8 429.8 5071 29 1.27/2 Prodhim betoni C - 7/10 ( me cakell ) m3 4624 370.0 462.4 5457 30 1.28/p Prodhim betoni C - 12/15 ( me zall ) m3 4444 355.5 444.4 5244 31 1.28/1 Prodhim betoni C - 12/15 (me cakell) m3 4789 383.1 478.9 5651 32 1.29/p Prodhim betoni C - 16/20 (me zall) m3 4731 378.5 473.1 5583 33 1.29/1 Prodhim betoni C - 16/20 (me cakell) m3 5111 408.9 511.1 6031 34 1.30/p Prodhim betoni C - 20/25 (me zall) m3 4907 392.5 490.7 5790 35 1.30/1 Prodhim betoni C - 20/25 (me cakell) m3 5325 426.0 532.5 6283

2NR. Shpenzime Fitimi


36 1.31/p Prodhim betoni C - 25/30 (me zall) m3 5494 439.5 549.4 6483 37 1.31/1 Prodhim betoni C - 25/30 (me cakell) m3 5869 469.5 586.9 6925 38 1.34/p Prodhim betoni C - 37/45 (me zall) m3 6656 532.5 665.6 7854 39 1.34/1 Prodhim betoni C - 37/45 (me cakell) m3 7105 568.4 710.5 8384 40 1.37/p Prodhim elememente b/a te parapergatitur me brinje 8 ~ 10 cm m3 12846 1027.7 1284.6 15158 41 1.38/p Prodhim elememente b/a te parapergatitur me brinje 11 ~ 20 cm m3 9831 786.4 983.1 11600 42 1.39/p Prodhim elememente b/a te parapergatitur me brinje 21 ~ 30 cm m3 8359 668.7 835.9 9864 43 1.40/p Prodhim elememente b/a te parapergatitur me brinje 31 ~ 40 cm m3 7610 608.8 761.0 8979 44 1.41/p Prodhim elememente b/a te parapergatitur me brinje 41 ~ 50 cm m3 7252 580.2 725.2 8557 45 1.45/p Prodhim plinta b/a te parapergatitura C - 16/20 me V deri 1m3 m3 7285 582.8 728.5 8596 46 1.47/p Prodhim trare b/a te parapergatitura C - 20/25 mure te holle m3 11463 917.0 1146.3 13526 47 1.48/p Prodhim kollona b/a te parapergatitura C - 20/25 tip govate m3 11187 895.0 1118.7 13201 48 1.49/p Prodhim soleta b/a tip govate me V = 0.069m3 / m2, C - 16/20 h = 30 cm m2 1111 88.9 111.1 1311 49 1.50/p Prodhim soleta b/a tip govate me V = 0.109m3 /m2, C - 25/30 h = 40 cm m2 1323 105.9 132.3 1562 50 1.51/p Prodhim soleta b/a te parapergatitura me tulla me vrima h = 16 cm m2 1237 98.9 123.7 1459 51 1.52/p Prodhim soleta b/a te parapergatitura me tulla me vrima h = 25 cm m2 1970 157.6 197.0 2324 52 1.53/p Prodhim soleta te plota b/a parapergatitura, t = 6 ~ 10 cm m3 8641 691.3 864.1 10197 53 1.54/p Prodhim soleta te plota b/a parapergatitura, t = 10 ~ 15 cm m3 8697 695.7 869.7 10262 54 1.56/p Soleta b/a te paranderura C - 25/30, h = 11 cm, 2 e 7vrima m2 1009 80.7 100.9 1190 55 1.57/p Soleta b/a te paranderura, h = 16 cm, me 2 vrima C - 25/30 m2 1548 123.8 154.8 1826 56 1.58/p Soleta b/a te paranderura, h = 16 cm, me 5 vrima C - 25/30 m2 1306 104.5 130.6 1541 57 1.59/p Soleta b/a te paranderura, h = 22 cm, 2 e 3 vrima C - 25/30 m2 1594 127.5 159.4 1881 58 1.60/p Prodhim soleta me tulla me veshe, h = 20 cm, te drejta m2 1880 150.4 188.0 2218 59 1.62/p Prodhim soleta me tulla me veshe, h = 24 cm, te drejta m2 2133 170.6 213.3 2517 60 1.72/p Panele te plota horizontale b/a M-200 m3 8388 671.1 838.8 9898 61 1.73/p Prodhim blloqe betoni me vrima 20 x 20 x 40 cm cope 61 4.9 6.1 72 62 1.74/p Prodhim blloqe betoni me vrima 25 x 20 x 40 cm cope 65 5.2 6.5 77 63 1.75/p Prodhim blloqe betoni me vrima 10 x 20 x 40 cm cope 49 3.9 4.9 57 64 1.78/p Shtylla b/a C - 25/30 te paranderura per minjera cope 530 42.4 53.0 626 65 1.79/p Garnitura b/a C - 16/20, 100 x 20 x 4 cm per minjera cope 302 24.2 30.2 356 66 1.81/p Pllaka b/a C - 16/20, 60 x 20x 8 cm per kanale cope 197 15.8 19.7 233 67 1.85/p Pergatitje hekur betoni i zakonshem Ø 6 ~ 10 mm2 kg 97 7.8 9.7 115 68 1.86/p Pergatitje hekur betoni i zakonshem Ø > 12 mm2 kg 97 7.8 9.7 114 69 1.87/p Pergatitje hekur betoni periodik Ø 6 ~ 10 mm2 kg 102 8.2 10.2 121 70 1.88/p Pergatitje hekur betoni periodik Ø > 12 mm2 kg 102 8.2 10.2 121 71 1.89/p Pergatitje hekur Ø 3 ~ 5mm2, б = 6500 kg/cm2. kg 112 9.0 11.2 132 72 1.99/p Pergatitje konstruksione metalike te perbera ton 103691 8295.3 10369.1 122356 73 1.100/p Pergatitje konstruksione metalike te thjeshta ton 101950 8156.0 10195.0 120301



74 1.102/p Pergatitje kapriata me hekur betoni ton 121568 9725.4 12156.8 143450 75 1.105/p Pergatitje kapriata metalike me profile ton 121050 9684.0 12105.0 142840 76 1.107/p Pergatitje shkalle metalike me Ø e profile ton 104853 8388.3 10485.3 123727 77 1.111/p Pergatitje zgara metalike dekorative per dritare e lloxha ton 177534 14202.7 17753.4 209490 78 1.111/p Pergatitje zgara metalike te thjeshta per dritare e lloxha ton 161592 12927.4 16159.2 190679 79 1.114/p Prodhim mastiçë bitumi ton 90448 7235.8 9044.8 106728 80 1.117/p Bazamak shkalle me granil m2 1157 92.6 115.7 1365 81 1.117/p Pragje dritare me granil m2 1055 84.4 105.5 1244 82 1.120/p Parapet ballkon me granil m2 1003 80.2 100.3 1183 83 1.123/p Shpatulla dritare granili m2 809 64.7 80.9 955 84 1.122/p Parapet muri rrethus granil m2 941 75.3 94.1 1111 85 1.124/p Bordura betoni 12x25cm M 285 22.8 28.5 336 86 1.125/p Bordura betoni 25x25cm M 526 42.0 52.6 620 87 1.126/p Bordura betoni 15x35cm M 448 35.8 44.8 529 88 1.127/p Bordura betoni 20x35cm M 559 44.7 55.9 659 89 1.128/p Bordura betoni 25x35cm M 686 54.9 68.6 810 90 1.129/p Tuba betoni Ø 200 mm M 762 61.0 76.2 899 91 1.130/p Tuba betoni Ø 300 mm M 1194 95.6 119.4 1409 92 1.131/p Tuba betoni Ø 400 mm M 1569 125.5 156.9 1852 93 1.132/p Tuba betoni Ø 500 mm M 2179 174.3 217.9 2571 94 1.133/p Tuba betoni Ø 600 mm M 2532 202.5 253.2 2987 95 1.129/1p Tub betoni Ø 200mm, me mbeshtetje M 999 79.9 99.9 1179 96 1.130/1p Tub betoni Ø 300mm, me mbeshtetje M 1321 105.6 132.1 1558 97 1.131/1p Tub betoni Ø 400mm, me mbeshtetje M 1800 144.0 180.0 2124 98 1.132/1p Tub betoni Ø 500mm, me mbeshtetje M 2353 188.2 235.3 2776 99 1.133/1p Tub betoni Ø 600mm, me mbeshtetje M 2783 222.6 278.3 3284

100 1.138/p Dritare druri kase binar m2 6772 541.8 677.2 7991 101 1.139/p Dritare druri kase bylme m2 6959 556.7 695.9 8212 102 1.143/p Dritare druri dyfishe m2 10333 826.6 1033.3 12193 103 1.143/p-a Dritare druri dopio xham m2 6749 539.9 674.9 7964 104 1.153/p Vetrate druri m2 4467 357.4 446.7 5271 105 1.148/p Prodhim dritare metalike ton 137336 10986.9 13733.6 162056 106 1.166/p Dyer druri kashe derrase m2 6382 510.6 638.2 7531 107 1.182/p Dyer metalike ton 162063 12965.1 16206.3 191235 108 1.189/1p Pllaka granili boje 25/25 cm m2 586 46.8 58.6 691 109 1.190/1p Pllaka granili boje 30/30 cm m2 647 51.8 64.7 763 110 1.188/1p Pllaka granili t-ri 30/30/2.7 cm m2 810 64.8 81.0 956 111 1.192/1p Pllaka mozaik boje 40/40 cm m2 2169 173.5 216.9 2559 112 1.201/1p Pllake mermeri 0.02 ~ 0.06 m2 m2 3933 314.6 393.3 4641



113 1.201/1p Pllake mermeri 0.08 ~ 0.10 m2 m2 3639 291.1 363.9 4293 114 1.32/p Prodhim tuba b/a Ø 700 mm, t = 10 cm M 5208 416.6 520.8 6145 115 1.33/p Prodhim tuba b/a Ø 800 mm, t = 10 cm M 5503 440.2 550.3 6493 116 1.34/p Prodh tuba b/a Ø 1000 mm, t = 10 cm M 7092 567.4 709.2 8369 117 1.35/p Prodh tuba b/a Ø 1200 mm, t = 12 cm M 9352 748.1 935.2 11035 118 1.36/p Prodh tuba b/a Ø 1500 mm, t = 14 cm M 12777 1022.1 1277.7 15076 119 1.48/p Prodhim soletone b/a C - 20/25 per ura m3 8224 657.9 822.4 9704 120 1.49/p Prodhim pilota b/a C 25/30 per ura m3 8941 715.3 894.1 10550 121 1.50/p Prodhim lugje e pila b/a C - 20/25 m3 12411 992.9 1241.1 14645 122 1.51/p Prodhim mbajtese e bazamente lugje b/a C - 16/20 parabolik m3 15987 1278.9 1598.7 18864 123 1.52/p Prodhim lugje b/a C - 37/45 parabolik L = 5 m, T - 100 cope 3828 306.3 382.8 4517 124 1.53/p Prodhim lugje b/a C - 37/45 parabolik L = 5 m, T - 150 cope 4398 351.8 439.8 5189 125 1.54/p Prodhim lugje b/a C - 37/45 parabolik L = 5 m, T - 280 cope 5434 434.8 543.4 6413 126 1.55/p Prodhim lugje b/a C - 37/45 parabolik L = 5 m, T - 450 cope 7454 596.3 745.4 8795 127 1.56/p Prodhim lugje b/a C - 37/45 parabolik L = 5 m, T - 600 cope 9369 749.5 936.9 11055 128 1.57/p Prodhim elemente b/a C - 16/20 per kaskada m3 12674 1013.9 1267.4 14955 129 1.58/p Prodhim elemente b/a C - 16/20 per priza,hyrje dalje. m3 10122 809.8 1012.2 11944 130 1.59/p Prodhim lugje te vegjel b/a C - 20/25 m3 10781 862.5 1078.1 12722 131 1.60/p Prodhim soleta b/a per ura dhe hek C - 20/25 me H.D = 2 M m3 7837 627.0 783.7 9248 132 1.61/p Prodhim soleta b/a per ura dhe hek C - 20/25 me H.D = 3 ~ 4 M m3 7665 613.2 766.5 9044 133 1.62/p Prodhim soleta b/a per ura dhe hek C - 20/25 me H.D = 5 ~ 6 M m3 7563 605.1 756.3 8925 134 1.63/p Prodhim soleta b/a per ura dhe hek C - 25/30 me H.D = 8 ~ 10 M m3 8088 647.0 808.8 9544 135 1.64/p Prodhim tombino kendrejte b/a C - 16/20 per hekurudha m3 10686 854.9 1068.6 12610 136 1.65/p Prodhim kollona e rama b/a C - 16/20 per hekurudha m3 9130 730.4 913.0 10773 137 1.66/p Prodhim kollona e rama b/a C - 25/30 per hekurudha m3 7316 585.3 731.6 8633 138 1.67/p Prodhim trare " T " b/a C - 20/25 me H.D = 7.5 ~ 10 M per ura m3 16936 1354.9 1693.6 19984 139 1.68/p Prodhim trare " T " b/a C - 20/25 me H.D = 15 ~ 20 M per ura m3 17056 1364.5 1705.6 20126 140 1.69/p Prodhim trare " T " b/a C - 25/30 me H.D = 15 ~ 20 M per ura m3 17611 1408.9 1761.1 20781 141 1.70/p Prodhim trare " T " b/a C - 25/30 me H.D > 20 M per ura auto m3 16299 1303.9 1629.9 19233 142 1.71/p Prodhim trare " T " b/a C - 25/30 me H.D > 15 M per ura hekurudhore m3 13199 1055.9 1319.9 15575 143 1.72/p Prodhim pllaka betoni C - 12/15 t = 5 cm m2 404 32.4 40.4 477 144 1.73/p Prodhim pllaka betoni C - 12/15 t = 10 cm m2 813 65.1 81.3 960 145 1.74/p Prodhim pllaka betoni C - 12/15 t = 10 cm 1x1 m dhe 2x2 m m3 6562 525.0 656.2 7743 146 1.75/p Prodhim pllaka betoni C - 16/20 t = 3.5 cm 0.4 x 0.6 m m2 338 27.1 33.8 399 147 1.85/p Pergatitje detale metalike ne b/a ton 142970 11437.6 14297.0 168704 148 1.86/a Prodhim konglomerati "Fab" 18 T/ore, me granil, rere dhe filer ton 5130 410.4 513.0 6053 149 1.89/p Prodhim binder me "Fab" 18 T/ore, granil guri, rere lavatriçe ton 7870 629.6 787.0 9286 150 1.89/1p Prodhim binder me "Fab" 18 T/ore, granil zalli, rere lavatriçe ton 7364 589.1 736.4 8689



151 1.93/p Prodhim asfaltobetoni, "Fab" 18 T/ore,granil guri,rere lavatriçe ton 9598 767.8 959.8 11326 152 1.93/1p Prodhim asfaltobetoni, "Fab" 18 T/ore,granil zalli,rere lavatriçe ton 8766 701.3 876.6 10344 153 1.91/2p Prodhim asfaltobetoni me ngjyre, "Fab" 8-10T/ore,granil e rere guri ton 10671 853.7 1067.1 12592 154 1.94/p Pergatitje shtylla metalike T/larte, me saldim 35 ~ 110 KV ton 97951 7836.0 9795.1 115582 155 1.95/p Pergatitje shtylla metalike T/larte, me saldim 220 KV ton 103096 8247.7 10309.6 121653 156 1.96/p Pergatitje shtylla metalike T/larte, me bulona 220 KV ton 107421 8593.7 10742.1 126756 157 97 - 98 Bazamente b/a per shtylla metalike T L m3 8450 676.0 845.0 9971 158 1.99/p Kundrapesha b/a per shtylla metalike T L m3 11386 910.8 1138.6 13435 159 1.101/p Pergatitje traversa metalike TU dhe TM, per linja 04 ~ 10 KV ton 108656 8692.5 10865.6 128214 160 1.101/1 Pergatitje traversa metalike T L, per linja 35 e 110 KV ton 105088 8407.0 10508.8 124003 161 1.101/2 Pergatitje konstruksion metalik per N/st 35 e 110 KV ton 102414 8193.1 10241.4 120848 162 1.101/3 Pergatitje konstruksion metalik per N/st 220 KV ton 104854 8388.3 10485.4 123727 163 1.101/4 Pergatitje konstruksion metalik per antena radio & televizion ton 128981 10318.5 12898.1 152198 164 1.101/5 Pergatitje konstruksion metalik per centina tunelesh ton 115170 9213.6 11517.0 135901 165 1.101/6 Pergatitje konstruksion metalik per shtylla teleferiku ton 121958 9756.7 12195.8 143911 166 1.101/7 Pergatitje konstruksion tuba celiku per ngritje shtyllash ton 133464 10677.2 13346.4 157488 167 188/p Prodhim ankera me hekur Ø te zakonshem ton 116021 9281.7 11602.1 136905 168 188/1 Prodhim ankera me hekur Ø periodik ton 120171 9613.7 12017.1 141802

Shenime teknike:1. Në analizat teknike betonet nuk janë paraqitur sipas markave, por sipas klasave, bazuar sipas standartitShqiptar dhe Europian, SSH-EN 206.2. Çimentoja është paraqitur sipas klasave bazuar në standartet shqiptare dhe europiane SSH-EN 197-1.3. Në analizat teknike Sigurimet shoqërore, që paguhen nga punëdhënësi, janë marrë 16.7% në zbatim të VKM Nr.414, datë 27.06.2012.

ÇMIME TE MATERIALEVE TE NDERTIMIT

Ç M I M E 2 0 1 3 Nr E M E R T I M I NJESIA

Manuali 11 Prodhim gur kave m3 8302 Prodhim gur lumi m3 6823 Prodhim rere lumi m3 6565 Prodhim rere natyrore shtufi m3 7156 Prodhim rere e lare shtufi m3 7997 Prodhim zhavor lumi m3 3168 Prodhim rere lavatrice m3 15309 Prodhim zall (granil) lavatrice m3 827

10 Prodhim cakell per betone m3 125911 Prodhim cakell makinerie m3 118512 Prodhim cakell gurore m3 41513 Prodhim gelqere e pa shuar ton 992414 Prodhim gelqere e shuar ( qull ) ton 758915 Prodhim llac gelqere 1 : 3 m3 404216 Prodhim llac gelqere 1 : 2 m3 467917 Prodhim llac i perzier M - 15 m3 319018 Prodhim llac i perzier M - 25 m3 378519 Prodhim llac i perzier M - 50 m3 397820 Prodhim llac i perzier M - 75 m3 408321 Prodhim llac cimento M - 25 ( 1 : 6 ) m3 322722 Prodhim llac cimento M - 50 ( 1 : 4.5 ) m3 353223 Prodhim llac cimento M - 75 ( 1 : 4 ) m3 362724 Prodhim llac cimento M - 100 ( 1 : 3 ) m3 482425 Prodhim llac cimento M - 200 ( 1 : 2 ) m3 598627 Prodhim betoni M - 75 ( me zall ) m3 394928 Prodhim betoni M - 75 ( me cakell ) m3 440130 Prodhim betoni M - 100 ( me zall ) m3 429831 Prodhim betoni M - 100 ( me cakell ) m3 462432 Beton M - 150 ( Me zall ) m3 444433 Prodhim betoni M - 150 (Me cakell) m3 478934 Prodhim betoni M - 200 (Me zall) m3 473135 Prodhim betoni M - 200 (Me cakell) m3 511136 Prodhim betoni M - 250 (Me zall) m3 490737 Prodhim betoni M - 250 (Me cakell) m3 532538 Prodhim betoni M - 300 (Me zall) m3 549439 Prodhim betoni M - 300 (Me cakell) m3 586940 Prodhim betoni M - 400 (Me zall) m3 665641 Prodhim betoni M - 400 (Me cakell) m3 710542 Eksploziv kg 15043 Kapsolla zak cope 2.544 Kapsolla elektrike cope 2.245 Fitil I zak ml 3.546 Tel ekektrik ml 2047 Qymyr guri me 2800 k kalori kg 2.548 Cimento M 300 kg 8.149 Cimento M 400 kg 8.350 Cimento M 500 kg 8.7 8.751 Kallep inventari m2 8152 Gozhde kg 9053 Solar kg 8054 Avull ton 45055 Boje cimentito ( ngjyra ) per asfatobeton me ngjyre kg 11056 Konglomerat me rere guri + filer ton 5130

57 Asfaltobeton me ngjyre ton 1067158 Tulla me 6 vrima cope 2559 Tulla sap h=20cm cope 4060 Tulla sap h=24cm cope 4561 Tel bari kg 10062 Hekur betoni i zakonshem Ø 6 - 10 mm2 kg 8563 Hekur betoni i zakonshem Ø > 12 mm2 kg 8564 Hekur betoni i periodik Ø > 12 mm2 kg 9065 Hekur betoni i periodik Ø 6 - 12 mm2 kg 90

66 Hekur Ø 3-5 mm2, б = 6500 kg/cm2. kg 95

67 Oksigjen liter 122

68 Karbit kg 183

69 Elektroda kg 180

70 Hekur profil e shirit kg 80

71 Llamarine d > 2 mm kg 75

72 Bitum M-5 (buke) ton 90000

73 Bitum M-3 (leng) ton 80000

74 Dru zjarri m3 2500

75 Tutkall vendi kg 1015

76 Sode kaustike kg 152

77 Cimcakez kg 120

78 Polisterol kokrrizor m3 1700

79 Kallep derrase m2 558

80 Kallep inventari ( me ngaterresa e rrethor ) m2 305

81 Lende e holle pishe e stazhionuar per dyer e dritare m3 27405

82 Lende e trashe pishe e stazhionuar per dyer e dritare m3 28420

83 Ngjites GNS-2 (tutkall) kg 1015

84 Inglizina T 10/12 cope 508

85 Mentesha 50x52cm cope 280

86 Vida druri cope 10

87 Spanjoleta cope 254

88 Shufra spanjoletash cift 110

89 Kraheza cope 270

90 Bilbile cope 180

91 Gozhde kg 90

92 Vaj lini kg 203

93 Oketi cope 142

94 Zumpara m 150

95 Klorur amoni kg 140

96 Brava sekrete per dyer cope 1000

97 Energji elektrike kw 12

98 kg 8.7

99 kg 12

100 Boje cimentito kg 112

101 Bllok mermeri m3 30450

102 Rere bituminoze ton 1827

103 Pluhur guri m3 1523

104 Prodhim argjile per betonet e diafragmes neH/Centrale m3 4675

105 Prodhim ankera me hekur Ø te zakonshem ton 116021

106 Prodhim ankera me hekur Ø periodik ton 120171

107 Tako druri cope 50

108 Kallep metalik 16/200 m2 152

109 Dadi e bulona kg 125

110 Material mbushes per mastiqe bitumi ton 1600

Çimento e zakonshme M500

Çimento e bardhe M 500

111 Shula per dyer te brendeshme cope 125

112 Pllaka mermeri te coptuara ( jashte standartit ) m2 1500

113 Granil nga guri i thyer m3 1000

114 Boje cimentito ( ngjyra ) kg 110

115 Uje teknologjik liter 0.125

116 Skele inventar m2 46

117 Tuba celiku kg 110

118 Eshke lkovaci kg 91

ÇMIME TE MAKINERIVE TE NDERTIMIT

Ç M I M E 2 0 1 2

Nr E M E R T I M I NJESIA

Manuali 1

1 Elektrokompresor 10m3/min op 1700

2 Elektrokompresor 20m3/min op 1900

3 Vete ngarkues 1.5 m3 op 2625

4 Kompresor op 158

5 Tokmak elektrik op 63

6 Ekskavator 0.15 m3 op 1870


8 Ekskavator 0.35 ~ 0.40 m3 op 1900




12 Ekskavator 4m3 op 3200

13 Buldozer DT-54/75 KF op 2200

14 Buldozer S-80/100 KF op 2600

15 Buldozer S-350/400 KF op 3250

16 Elektropompe 10 KW op 165



19 Vinc cjap me grejfer 0.5 op 126

20 Vibrator op 53

21 Pjata ushqyese op 105

22 Granulator > 4 m3/ore op 280

23 Larese shtufi bavareze op 472.5

24 Transportier 15 m op 53



27 Shoshe vibruese > 9 m3/ore op 263

28 Shoshe rrotulluese 4-11 m3/h op 210

29 Gurthyese 400x600mm op 578

30 Larese rere > 5 m3 op 472.5

31 Vibro ushqyes op 158

32 Shuarese gelqere op 158

33 Betonjere 250 liter op 174

34 Vinc op 53

35 Vibrator op 53

36 Elektro argano op 45

37 Aparat paratensionimi op 21

38 Prese blloqe betoni e betonite op 37

39 Saldatrice elektrike op 74

40 Gazogjen op 80

41 Tranxhe elektrike op 210

42 Autovinc deri 2.5 ton op 1660

43 Autovinc deri 5 ton op 2200

44 Vinc ure op 53

45 Lavigatrice op 84

46 Grasese elektrike op 180

47 Cirkular op 140

48 Sharre shirit op 137

49 Plan op 126

50 Sumpatriqe op 150

51 Trapon elektrik op 95

52 Tranxhe per llam e profile op 53

53 Fabrike asfaltobetoni 5T/h op 770

54 Kazan 10000l op 74

55 Ushqyes mekanik op 126

56 Transportier L-10m op 79

57 Elektropompe tymthithese 10kw op 64

58 Aparat gazogjeni op 72

59 Trapano elektrike op 95

60 Saldatrice 24 kw e 500A op 74

61 Tranxhe e kombinuar op 53

62 Tranxhe llamarine 19 mm op 53

63 Tokmak elektrik op 63

64 Vinc ure 5 T me manovrator op 147

65 Vinc kulle 4-6 T me " op 210

66 Pjale + prese mekanike op 84

67 Vinc cjap 5 ton op 158

68 Prese mekanike op 105

69 Mulli me cekic op 1313

70 Forxhe kovaci op 68

71 Kalander op 84

72 Impianti I ri per prodhimin e shtresave asfaltike op 7875

73 Fadrom op 3650

74 Grupi i gjeneratorit op 680

75 Sonde BU - 200 op 1313

76 Makine per zirje asfalti op 525

77 Penobetonjere 150 l op 174

78 Prese pllaka granili op 42

79 Makineri prerje e drejtim hekuri op 63

80 Makineri kthim hekuri op 63

81 Kamjon transporti brenda kantjerit op 1575

82 Fabrike asfaltobetoni 8 ~ 10 T/h op 640

83 Fabrike asfaltobetoni 18 T/h op 1020

84 Fabrike asfaltobetoni 15 T/h op 780

85 Fabrike betoni 30 m3/h op 1800

ÇMIME TE PUNETORISE TE NDERTIMIT

Ç M I M E 2 0 1 2

Nr E M E R T I M I NJESIA

1 Punetori e thjeshte op 115

2 Punetori e Specializuar ne ndertim, murator,karpentjer op 174

3 Punetori e specializuar me makineri , manovrator op 174

4 Punetori e specializuar hekurkthyes op 174

5 Punetori e specializuar elektrik op 174

6 Punetori e specializuar hidraulik op 174

7 Punetori e specializuar konstruksione metalike op 174

2 0 1 3

6-mujori

I-re

115

174

174

174

174

174

174

Documents

Manuali - 1, Viti 2013