Teknika Exel 1 (3)

219
SKICA NR LLOJI I PUNIMEVE SASI A03 1 2.26/a K01 Aksi 1-2' nga aksi A- B 1 aksi 3-4 nga aksi A'-B' 1 Aksi 2'-3 1 1 Per podrumin Aksi 1-2' nga aksi A- B 1 aksi 3-4 nga aksi A'-B' 1 Aksi 2'-3 1 1 Plinti 1 3 SHUMA 2 2.258 Aksi 1-2' nga aksi A- B 1 aksi 3-4 nga aksi A'-B' 1 Aksi 2'-3 1 1 SHUMA 3 2.262/4 Aksi 1-2' nga aksi A- B 1 aksi 3-4 nga aksi A'-B' 1 Aksi 2'-3 1 1 SHUMA 4 2.114/1 3 SHUMA 5 2.262/4b Aksi 1-2' nga aksi A- B 1 NR I ANALIZES NJES I Germim themele e plinta b~2m, eskavator me goma, kova 0.25 m³, shkarkim auto Themel pllake nenshtrese zhavorri 15 cm ne themele shtrese betoni C-16/20 nen themele 10 cm plinta e bazamente b/a monolite deri 20 m³ C- pllake themeli, trare e bazamente b/a C-25/30

description

Teknike kantieri

Transcript of Teknika Exel 1 (3)

Page 1: Teknika Exel 1 (3)

SKICA NR LLOJI I PUNIMEVE

FAKTORET

SASI

A03 1 2.26/a m³K01

Aksi 1-2' nga aksi A- B 1 13.5 9.3aksi 3-4 nga aksi A'-B' 1 9.15 9.1

Aksi 2'-3 1 9.3 2.151 9.1 2.63

Per podruminAksi 1-2' nga aksi A- B 1 13.5 9.3aksi 3-4 nga aksi A'-B' 1 9.15 9.1

Aksi 2'-3 1 9.3 2.151 9.1 2.63

Plinti 1 3 1.6 1.6 SHUMA m³

2 2.258 m³Aksi 1-2' nga aksi A- B 1 13.5 9.3aksi 3-4 nga aksi A'-B' 1 9.15 9.1

Aksi 2'-3 1 9.3 2.151 9.1 2.63

SHUMA m³

3 2.262/4 m³Aksi 1-2' nga aksi A- B 1 13.5 9.3aksi 3-4 nga aksi A'-B' 1 9.15 9.1

Aksi 2'-3 1 9.3 2.151 9.1 2.63

SHUMA m³

4 2.114/1 m³ 3 1.6 1.6 SHUMA

5 2.262/4b m³Aksi 1-2' nga aksi A- B 1 13.5 9.3

NR I

ANALIZ

ESNJES

IGJATE

SIGJERE

SI Germim themele e plinta b~2m,

eskavator me goma, kova 0.25 m³,

shkarkim autoThemel pllake

nenshtrese zhavorri 15 cm ne

themele

shtrese betoni C-16/20 nen

themele 10 cm

plinta e bazamente b/a monolite

deri 20 m³ C-16/20

pllake themeli, trare e bazamente

b/a C-25/30

Page 2: Teknika Exel 1 (3)

aksi 3-4 nga aksi A'-B' 1 9.15 9.1Aksi 2'-3 1 9.3 2.15

1 9.1 2.63 SHUMA m³

k04 6 2.117/1b m³k07 kollona K-01 5 0.7 0.45k08 kollona K-02 4 0.7 0.7

4 0.25 0.25kollona K-03 3 0.4 0.3kollona K-04 6 0.3 0.3

Muri M-1 1 1.05 0.21 0.7 0.2

SHUMA m³

A03 7 2.130/1 m³K04 aksi 1-1 1 3.45 0.3K07 1 3.95 0.3K08 aksi B 1 7.7 0.3

1 4 0.31 1.74 0.3

aksi A 1 7.7 0.31 4.01 0.3

aksi A' dhe B' 2 1.9 0.32 5.45 0.3

Aksi 4-4 2 0.475 0.3pusi I ajrimit 1 2 0.2

2 1.1 0.2 SHUMA m³

8 2.70/2 m³aksi 2-2 1 4.15 0.12

1 3.65 0.12aksi 3-3 1 3.9 0.12

1 1.58 0.12aksi 3'-3' 1 3.9 0.12

1 4 0.12aksi a-a' 1 3.869 0.12

1 1.009 0.12midis aksit A-A' dhe a-a' 1 3.829 0.12

1 1.631 0.12

kollona b/a monolite C-25/30 h~4

m (deri ne katin perdhe)

mure b/a t=21-30cm h~4m C-

16/20 (deri ne katin perdhe)

mur me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin perdhe)

Page 3: Teknika Exel 1 (3)

1 2.2 0.12zbriten dyer dhe dritare

dere tip 0.94*2.1 4 0.94 0.12dere tip 0.84*2.1 1 0.84 0.12

SHUMA m³

9 2.122/1a m³shkallet 17*28 16 1.1 0.28shkallet 17*50 2 1.1 0.5

SHUMA m³

K09 10 2.125/1aS1 1 5.6 4.06S2 1 5.15 0.8S3 1 5.6 3.09S4 1 3.09 0.85S5 1 4.06 2.02S6 ½ 3.9 0.54

½ 3.5 1.3S7 ½ 1.7 1

½ 3.09 1.61 3.8 2.4

½ 0.5 0.4S8 1 4.3 3.8S9 1 4.3 4.3

S10 1 4.6 4.35S11 1 4.35 0.25S12 1 4.35 2.85S13 1 2.85 0.19S14 1 2.85 0.25S15 1 3.11 2.85S16 1 4.6 3.11

kanali I ajrimit 1 0.65 0.6S17 1 4.6 0.25S18 1 4.6 0.19S19 2 2 0.6

SHUMA

11 2.119/1a m³R-1 (40*50) 1 4.2 0.4

1 3.7 0.4

soleta te plota b/a C-20/25 t=10cm

h~4m (per shkallet)

soleta b/a me polisterol dhe rrjete

teli C-20/25 t=30cm h~6m (deri

ne katin perdhe) m²

trare e arkitrare b/a C-20/25 h~4m

(deri ne katin perdhe)

Page 4: Teknika Exel 1 (3)

R-2 (40*50) 1 8.3 0.4R-3 (40*50) 1 8.2 0.4R-4 (40*50) 1 8.45 0.4R-5 (40*50) 1 8.2 0.4R-6 (40*40) 1 4.3 0.4

1 0.54 0.4Tsh-01 (30*40) 1 0.7 0.3

½ 0.4 0.3Tsh-01(30*40) 1 2.2 0.3brez 1 (30*30) 1 5.6 0.3

zbresim kollonatmuri M-1 1 1.05 0.2

1 0.7 0.2kollonat K-03 (30*40) 2 0.4 0.3kollnat K-04 (30*30) 2 0.3 0.3

SHUMA m³

12 2.121/1 brez b/a monolit C-16/20 m³brez-e (20*30) 1 5.6 0.2

1 0.8 0.2brez 2 (30*35) 1 8.1 0.3brez -a (20*35) 1 8.1 0.2

brez 1 2.85 0.11 0.25 0.11 4.6 0.1

brez-a (20*35) 2 4.35 0.2brez-a (20*35) 2 0.54 0.2

2 3.11 0.2kanalimi I tymit 2 0.65 0.2

1 0.2 0.2SHUMA m³

K05 13 2.117/1b m³K07 kollona K-01(70*45) 5 0.7 0.45

kollona K-02 (70*70*45) 4 0.7 0.74 0.25 0.25

kollona K-05 (25*25) 4 0.25 0.25SHUMA m³

14 m³ 2

kollona b/a monolite C-25/30

h~4m deri ne katin e pare

shuma per katin perdhe dhe katin e

pare

Page 5: Teknika Exel 1 (3)

A 04 15 2.70/2 m³aksi 1-1 1 7.7 0.32aksi 2-2 1 7.7 0.2

midis aksit 1-1 dhe 2-2 1 3.42 0.12aksi 3-3 1 4.42 0.32

1 1.86 0.2midis aksit 3-3 dhe 4-4 1 4.14 0.12

1 3.78 0.12aksi 4-4 1 7.2 0.12

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

mes aksit B-B' dhe A-A' 1 2.25 0.121 8.45 0.121 3.475 0.121 2.38 0.121 1.35 0.121 1 0.121 0.37 0.12

heqim dyer dhe dritaretdere tip 1.84*2.1 2 1.84 0.32

1 1.84 0.12dere tip 3.61*2.1 4 3.61 0.32dere tip 3.10*2.1 1 3.1 0.32dere tip 1.86*2.1 3 1.86 0.32dere tip 1.34*2.1 1 1.34 0.12dere tip 0.94*2.1 1 0.94 0.12

1 0.94 0.12dere tip 0.84*2.1 4 0.84 0.12dere tip 3.18*2.1 1 3.18 0.2

SHUMA m³

A05 16 2.70/2.1 m³aksi 1-1 1 7.7 0.05aksi 3-3 1 4.42 0.05

aksi B-B' 1 7.7 0.051 4 0.05

mure me tulla te lehtesuara dopio deri 3m me llac te perzier M25

(deri ne katin e pare)

Polisterol per termoizolim te

mureve te jashtem t=5cm

Page 6: Teknika Exel 1 (3)

1 1.74 0.051 2.62 0.051 7.64 0.05

aksi A-A' 1 7.7 0.051 4.01 0.051 7.64 0.05

heqim dyer dhe dritaret 0.05dere tip 1.84*2.1 2 1.84 0.05dere tip 3.61*2.1 4 3.61 0.05dere tip 3.10*2.1 1 3.1 0.05dere tip 1.86*2.1 3 1.86 0.05

SHUMA

17 2.121/1a m³shkallet brenda (20*17*28) 20 1.365 0.28

sheshpushimi 1 1.365 1.621 1.365 0.71 1.365 0.255

shkallet jashte (6*17*28) 6 2.42 0.28(1*17*120) 1 2.42 1.2

shkallet per ne podrum(17*17*28) 17 1.2 0.28(2*17*140) 2 1.2 1.4(1*17*150) 1 1.2 1.5SHUMA m³

K12 18 2.125/1aS1 1 7.95 2.69S2 1 7.95 0.8S3 1 7.95 3.81S4 4 2 0.6S5 1 3.2 1.3

½ 1.3 0.7S6 1 1.05 0.9

1 1.05 0.6S7 1 1.2 1.05

½ 1.05 0.6S8 1 5.2 1.25S9 1 1.25 1.05

S10 1 4.65 3.79S11 1 4.65 0.8S12 1 4.65 2.96

soleta te plota b/a C-20/25 t=10cm

h~4m (per shkallet)

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (deri ne

katin e pare) m²

Page 7: Teknika Exel 1 (3)

S13 1 2.96 2.45S14 1 2.45 0.8S15 1 3.79 2.45S16 4 3.75 1.2S17 1 2.46 2.36S18 1 2.96 0.25S19 1 3.79 0.25

kanali I ajrimit 1 0.6 0.45kanali I ajrimit 1 0.8 0.45

SHUMA

19 2.119/1a m³aksi 1-1 1 9.1 0.65

1 9.1 0.3aksi 2-2 2 8.2 0.65

1 8.2 0.3akdi 3-3 1 8.2 0.65

1 8.2 0.3aksi 4-4 1 7.7 0.65

aksi A-A' 1 7.75 0.651 7.75 0.31 4.04 0.651 4.04 0.31 9.15 0.651 9.15 0.3

aksi B-B' 1 7.75 0.651 4.04 0.651 1.69 0.651 2.41 0.651 8.4 0.651 8.4 0.3

Br 5 (25-35) 2 2.11 0.25Br 4 (25-35) 1 2.46 0.25

zbresim kollonat kollona K02 4 0.7 0.7

4 0.25 0.25SHUMA

20 2.121/1 m³Br 1 (20*35) 2 7.95 0.2Br 6 (20*35) 2 7.75 0.2

4 0.2 0.2Br 2 (20*35) 1 8.55 0.2

trare e arkitrare b/a C-20/25 h~4m

(deri ne katin e pare)

Brez b/a monolit C-16/20 (deri ne

katin e pare)

Page 8: Teknika Exel 1 (3)

Br 7 920*35) 1 4.95 0.2Br 3 (20*35) 1 5.56 0.2

1 1.3 0.22 0.2 0.2

Br 8 (20*35) 2 7.95 0.21 0.8 0.2

SHUMA m³

A05 21 2.70/2 m³aksi 1-1 1 7.7 0.32aksi 2-2 1 8.2 0.2aksi 3-3 1 8.2 0.2aksi 4-4 1 7.7 0.32mes aksit 1-1 dhe 2-2 1 1.88 0.12

1 8.2 0.124 0.65 0.121 2.2 0.122 6.08 0.12

mes aksit 3-3 dhe 4-4 1 8.2 0.121 1.88 0.124 0.65 0.121 2.27 0.122 6.03 0.12

kanali I tymit 2 0.9 0.121 0.25 0.12

kanali I ajrimit 1 0.37 0.121 0.2 0.12

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

heqim dyert dhe dritaretdere tip 1.84*2.1 2 1.84 0.32dere tip 3.61*2.1 4 3.61 0.32dere tip 3.1*2.1 1 3.1 0.32dere tip 1.86*2.1 3 1.86 0.32dere tip 0.84*2.1 4 0.84 0.12dere tip 0.94*2.1 4 0.94 0.2

SHUMA m³

mure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

( kati I pare)

Page 9: Teknika Exel 1 (3)

A05 22 2.70/2.1 m³aksi 1-1 1 7.7 0.05aksi 4-4 1 7.7 0.05aksi A-A' 1 7.7 0.05

1 4.01 0.051 7.64 0.05

aksi B-B' 1 7.7 0.051 4 0.051 1.74 0.051 2.62 0.051 7.64 0.05

heqim dyert dhe dritaretdere tip 1.84*2.1 2 1.84 0.05dere tip 3.61*2.1 4 3.61 0.05dere tip 3.1*2.1 1 3.1 0.05dere tip 1.86*2.1 3 1.86 0.05

SHUMA

K15 23 1.125/1aS1 1 7.95 2.69S2 1 7.5 0.8S3 1 7.95 3.81S4 1 7.95 4.35

½ 7.95 2.13½ 7.8 2.46

S5 1 4.65 2.96S6 1 4.65 0.8S7 1 4.65 3.79S8 1 3.79 0.25S9 1 3.79 2.45

S10 1 2.45 0.8S11 1 2.96 2.45S12 1 2.96 0.25

SHUMA

24 2.119/1a m³aksi 1-1 1 9.1 0.65

1 9.1 0.3aksi 2-2 1 8.45 0.65

2 8.45 0.3

Polisterol per termoizolim te

mureve te jashtem t=5cm

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (kati i

pare) m²

trare e arkitrare b/a C-20/25 h~4m

(kati i pare)

Page 10: Teknika Exel 1 (3)

akdi 3-3 1 8.3 0.652 8.3 0.3

aksi 4-4 1 7.9 0.65aksi A-A' 1 7.8 0.65

1 7.8 0.31 4.7 0.651 4.7 0.31 8.4 0.651 8.4 0.3

aksi B-B' 1 7.8 0.651 6.48 0.651 6.48 0.31 2.46 0.31 8.4 0.651 8.4 0.3

zbresim kollonat kollona K01 1 0.6 0.4kollona K02 4 0.6 0.6

4 0.2 0.2SHUMA

25 2.121/1 m³Br 2 (20-35) 2 7.95 0.2

1 0.8 0.2Br 1 (20-35) 2 7.95 0.2Br 5 (20-35) 2 7.75 0.2

4 0.2 0.2kanali I ajrimit 2 0.25 0.2

1 0.6 0.2SHUMA

A06 26 2.218Ç-1 1 8.3 4.5

Ç-2-a 0.5 4.5 4.15Ç-2-b 1 9.6 4.15Ç-2-c 0.5 4.15 1.03Ç-3-a 0.5 4.5 4.15Ç-3-b 1 8.5 4.15Ç-3-c 0.5 4.15 1.2Ç-4-a 0.5 4.15 1.06Ç-4-b 1 5.9 4.15

Brez b/a monolit C-16/20 (kati i

pare)

zbresim nderprerjen e Br 1 me Br

5

Çati vendi e zakonshme

HD~8m,mbuluar me tjegulla vendi m²

Page 11: Teknika Exel 1 (3)

Ç-4-c 0.5 4.5 4.15Ç-5-a 0.5 4.15 1.05Ç-5-b 1 4.55 4.15Ç-5-c 0.5 4.5 4.15Ç-6 1 8.3 4.5

Heqim kanalet e tymit 1 0.7 0.72 1.2 0.7

SHUMA

A06 27 2.212aksi A-A' 1 13.4 0.4

1 9.05 0.4aksi B-B' 1 15.53 0.4

1 11.46 0.4aksi 1-1 1 8.3 0.4aksi 4-4 1 8.3 0.4SHUMA

A06 28 2.218/2 Kornize perimetraleaksi A-A' 1 14.17 0.82

1 9.6 0.82aksi B-B' 1 16.521 0.82

1 12.451 0.82aksi 1-1 1 9.1 0.82aksi 4-4 1 9.1 0.82SHUMA

29 2.491 ton

30 2.480. ml

31 2.527

32 2.264A03 1 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.1040.5 9.1 2.585

1 9.1 8.85Zbriten muret

aksi 1-1 1 3.45 0.3

Ulluk shkarkimi horizontal me

llamarine xingat ø 100mm m²

F.V tub xingato dhe rakorderi

ø~1''

F.V tub plastmasi ø 11~13 mm

Termoizolim tubacioni ø~50mm, me lesh xhami, beze, k katrama e bitum m²

Shtrese lluster cimento 1:2

(podrumi) m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 12: Teknika Exel 1 (3)

1 3.95 0.3aksi B 1 7.7 0.3

1 4 0.31 1.74 0.3

aksi A 1 7.7 0.31 4.01 0.3

aksi A' dhe B' 2 1.9 0.32 5.45 0.3

Aksi 4-4 2 0.475 0.3pusi I ajrimit 1 2 0.2

aksi 2-2 1 4.15 0.121 3.65 0.12

aksi 3-3 1 3.9 0.121 1.58 0.12

aksi 3'-3' 1 3.9 0.121 4 0.12

aksi a-a' 1 3.869 0.121 1.009 0.12

midis aksit A-A' dhe a-a' 1 3.829 0.121 1.631 0.121 2.2 0.12

Shtojme dyer dhe dritaredere tip 0.94*2.1 4 0.94 0.12dere tip 0.84*2.1 1 0.84 0.12Zbriten kollonat

kollona K-01 5 0.7 0.45kollona K-02 4 0.7 0.7

4 0.25 0.25kollona K-03 3 0.4 0.3kollona K-04 6 0.3 0.3

Muri M-1 1 1.05 0.21 0.7 0.2

SHUMA

A04 33 2.2641 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.1040.5 9.1 2.585

1 9.1 8.85Zbriten muret

aksi 1-1 1 7.7 0.32aksi 2-2 1 7.7 0.2

midis aksit 1-1 dhe 2-2 1 3.42 0.12aksi 3-3 1 4.42 0.32

Shtrese lluster cimento 1:2 (kati

perdhe) m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 13: Teknika Exel 1 (3)

1 1.86 0.2midis aksit 3-3 dhe 4-4 1 4.14 0.12

1 3.78 0.12aksi 4-4 1 7.2 0.12

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

mes aksit B-B' dhe A-A' 1 2.25 0.121 8.45 0.121 3.475 0.121 2.38 0.121 1.35 0.121 1 0.121 0.37 0.12

Shtojme dyer dhe dritaretdere tip 1.84*2.1 2 1.84 0.32

1 1.84 0.12dere tip 3.61*2.1 4 3.61 0.32dere tip 3.10*2.1 1 3.1 0.32dere tip 1.86*2.1 3 1.86 0.32dere tip 1.34*2.1 1 1.34 0.12dere tip 0.94*2.1 1 0.94 0.12

1 0.94 0.12dere tip 0.84*2.1 4 0.84 0.12dere tip 3.18*2.1 1 3.18 0.2Zbriten kollonat

kollona K-01(70*45) 5 0.7 0.45kollona K-02 (70*70*45) 4 0.7 0.7

4 0.25 0.25kollona K-05 (25*25) 4 0.25 0.25

Zbriten shkalletshkallet per ne podrum

(17*17*28) 17 1.2 0.28(2*17*140) 2 1.2 1.4(1*17*150) 1 1.2 1.5SHUMA

A05 34 2.2641 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.104

Shtrese lluster cimento 1:2 (kati I

pare) m²aksi 1-1~aksi 2'-2'

Page 14: Teknika Exel 1 (3)

0.5 9.1 2.5851 9.1 8.85

Zbriten muret

aksi 1-1 1 7.7 0.32aksi 2-2 1 8.2 0.2aksi 3-3 1 8.2 0.2aksi 4-4 1 7.7 0.32mes aksit 1-1 dhe 2-2 1 1.88 0.12

1 8.2 0.124 0.65 0.121 2.2 0.122 6.08 0.12

mes aksit 3-3 dhe 4-4 1 8.2 0.121 1.88 0.124 0.65 0.121 2.27 0.122 6.03 0.12

kanali I tymit 2 0.9 0.121 0.25 0.12

kanali I ajrimit 1 0.37 0.121 0.2 0.12

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

Shtohen dyert dhe dritaretdere tip 1.84*2.1 2 1.84 0.32dere tip 3.61*2.1 4 3.61 0.32dere tip 3.1*2.1 1 3.1 0.32dere tip 1.86*2.1 3 1.86 0.32dere tip 0.84*2.1 4 0.84 0.12dere tip 0.94*2.1 4 0.94 0.2

Zbriten kollonat kollona K-01(70*45) 5 0.7 0.45

kollona K-02 (70*70*45) 4 0.7 0.74 0.25 0.25

kollona K-05 (25*25) 4 0.25 0.25Zbriten shkallet

shkallet brenda (20*17*28) 20 1.365 0.28sheshpushimi 1 1.365 1.62

1 1.365 0.7

aksi 3-3~aksi 4-4

Page 15: Teknika Exel 1 (3)

1 1.365 0.255SHUMA

A03 35 2.1951 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.1040.5 9.1 2.585

1 9.1 8.85aksi 1-1 1 8.5aksi 4-4 1 8.5

aksi A-A' 1 12.791 8.86

aksi B-B' 1 15.21 11.25

Zbriten muret

aksi 1-1 1 3.45 0.31 3.95 0.3

aksi B 1 7.7 0.31 4 0.31 1.74 0.3

aksi A 1 7.7 0.31 4.01 0.3

aksi A' dhe B' 2 1.9 0.32 5.45 0.3

Aksi 4-4 2 0.475 0.3pusi I ajrimit 1 2 0.2

aksi 2-2 1 4.15 0.121 3.65 0.12

aksi 3-3 1 3.9 0.121 1.58 0.12

aksi 3'-3' 1 3.9 0.121 4 0.12

aksi a-a' 1 3.869 0.121 1.009 0.12

midis aksit A-A' dhe a-a' 1 3.829 0.121 1.631 0.121 2.2 0.12

Shtohen dyer dhe dritaredere tip 0.94*2.1 4 0.94 0.12dere tip 0.84*2.1 1 0.84 0.12Zbriten kollonat

kollona K-01 5 0.7 0.45kollona K-02 4 0.7 0.7

4 0.25 0.25

hidroizolim me emulsion me dy

duar bitum (podrumi) m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 16: Teknika Exel 1 (3)

kollona K-03 3 0.4 0.3kollona K-04 6 0.3 0.3

Muri M-1 1 1.05 0.21 0.7 0.2

SHUMA

A03 36 2.267/21 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.1040.5 9.1 2.585

1 9.1 8.85aksi 1-1 1 3.45

1 3.95aksi B 1 7.7

1 41 1.74

aksi A 1 7.71 4.01

aksi A' dhe B' 2 1.92 5.45

Aksi 4-4 2 0.475pusi I ajrimit 1 2

aksi 2-2 2 4.152 3.65

aksi 3-3 2 3.92 1.58

aksi 3'-3' 2 3.92 4

aksi a-a' 2 3.8692 1.009

midis aksit A-A' dhe a-a' 2 3.8292 1.6312 2.2

zbriten dyer dhe dritaredere tip 0.94*2.1 4 0.94dere tip 0.84*2.1 1 0.84Zbriten muret

aksi 1-1 1 3.45 0.31 3.95 0.3

aksi B 1 7.7 0.31 4 0.31 1.74 0.3

aksi A 1 7.7 0.31 4.01 0.3

Shtrese me pllaka grez importi

40*40 cm (podrumi) m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 17: Teknika Exel 1 (3)

aksi A' dhe B' 2 1.9 0.32 5.45 0.3

Aksi 4-4 2 0.475 0.3pusi I ajrimit 1 2 0.2

aksi 2-2 1 4.15 0.121 3.65 0.12

aksi 3-3 1 3.9 0.121 1.58 0.12

aksi 3'-3' 1 3.9 0.121 4 0.12

aksi a-a' 1 3.869 0.121 1.009 0.12

midis aksit A-A' dhe a-a' 1 3.829 0.121 1.631 0.121 2.2 0.12

Shtohen dyer dhe dritaredere tip 0.94*2.1 4 0.94 0.12dere tip 0.84*2.1 1 0.84 0.12Zbriten kollonat

kollona K-01 5 0.7 0.45kollona K-02 4 0.7 0.7

4 0.25 0.25kollona K-03 3 0.4 0.3kollona K-04 6 0.3 0.3

Muri M-1 1 1.05 0.21 0.7 0.2

Zbriten shkalletshkallet per ne podrum

(17*17*28) 17 1.2 0.28(2*17*140) 2 1.2 1.4(1*17*150) 1 1.2 1.5SHUMA

A04 37 2.267/21 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.1040.5 9.1 2.585

1 9.1 8.85aksi 1-1 1 7.7aksi 2-2 2 7.7

midis aksit 1-1 dhe 2-2 2 3.42aksi 3-3 2 4.42

2 1.86midis aksit 3-3 dhe 4-4 2 4.14

Shtrese me pllaka grez importi

40*40 cm (kati perdhe) m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 18: Teknika Exel 1 (3)

2 3.78aksi 4-4 1 7.2

aksi B-B' 1 7.71 41 1.741 2.621 7.64

aksi A-A' 1 7.71 4.011 7.64

mes aksit B-B' dhe A-A' 2 2.252 8.452 3.4752 2.382 1.352 12 0.37

heqim dyer dhe dritaretdere tip 1.84*2.1 2 1.84

1 1.84dere tip 3.61*2.1 4 3.61dere tip 3.10*2.1 1 3.1dere tip 1.86*2.1 3 1.86dere tip 1.34*2.1 1 1.34dere tip 0.94*2.1 1 0.94

1 0.94dere tip 0.84*2.1 4 0.84dere tip 3.18*2.1 1 3.18Zbriten muret

aksi 1-1 1 7.7 0.32aksi 2-2 1 7.7 0.2

midis aksit 1-1 dhe 2-2 1 3.42 0.12aksi 3-3 1 4.42 0.32

1 1.86 0.2midis aksit 3-3 dhe 4-4 1 4.14 0.12

1 3.78 0.12aksi 4-4 1 7.2 0.12

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

Page 19: Teknika Exel 1 (3)

mes aksit B-B' dhe A-A' 1 2.25 0.121 8.45 0.121 3.475 0.121 2.38 0.121 1.35 0.121 1 0.121 0.37 0.12

Shtohen dyer dhe dritaretdere tip 1.84*2.1 2 1.84 0.32

1 1.84 0.12dere tip 3.61*2.1 4 3.61 0.32dere tip 3.10*2.1 1 3.1 0.32dere tip 1.86*2.1 3 1.86 0.32dere tip 1.34*2.1 1 1.34 0.12dere tip 0.94*2.1 1 0.94 0.12

1 0.94 0.12dere tip 0.84*2.1 4 0.84 0.12dere tip 3.18*2.1 1 3.18 0.2Zbriten kollonat

kollona K-01(70*45) 5 0.7 0.45kollona K-02 (70*70*45) 4 0.7 0.7

4 0.25 0.25kollona K-05 (25*25) 4 0.25 0.25

Zbriten shkalletshkallet per ne podrum

(17*17*28) 17 1.2 0.28(2*17*140) 2 1.2 1.4(1*17*150) 1 1.2 1.5

Zbriten tualetet

Tualet 1 1 3.42 2.25Tualet 2 1 2.38 1.8SHUMA

A04 38 2.195Tualet 1 1 3.42 2.25

2 3.422 2.25

Tualet 2 1 2.38 1.82 2.382 1.8

Hidroizolim me emulsion me dy

duar bitum (Tualetet kati perdhe) m²

Page 20: Teknika Exel 1 (3)

A04 39 2.266/1Tualet 1 1 3.42 2.25

2 3.422 2.25

Tualet 2 1 2.38 1.82 2.382 1.8

SHUMA

A05 40 2.267/21 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.1040.5 9.1 2.585

1 9.1 8.85aksi 1-1 1 7.7aksi 2-2 2 8.2aksi 3-3 2 8.2aksi 4-4 1 7.7mes aksit 1-1 dhe 2-2 2 1.88

2 8.22 0.652 2.22 6.08

mes aksit 3-3 dhe 4-4 2 8.22 1.882 0.652 2.272 6.03

kanali I tymit 2 0.91 0.25

kanali I ajrimit 1 0.371 0.2

aksi A-A' 1 7.71 4.011 7.64

aksi B-B' 1 7.71 41 1.741 2.621 7.64

heqim dyert dhe dritaretdere tip 1.84*2.1 2 1.84

Shtrese me pllaka granili me boje,

30*30 cm (tualetet kati perdhe) m²

Shtrese me pllaka grez importi

40*40 cm (kati I pare) m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 21: Teknika Exel 1 (3)

dere tip 3.61*2.1 4 3.61dere tip 3.1*2.1 1 3.1dere tip 1.86*2.1 3 1.86dere tip 0.84*2.1 4 0.84dere tip 0.94*2.1 4 0.94

Zbriten muret

aksi 1-1 1 7.7 0.32aksi 2-2 1 8.2 0.2aksi 3-3 1 8.2 0.2aksi 4-4 1 7.7 0.32mes aksit 1-1 dhe 2-2 1 1.88 0.12

1 8.2 0.124 0.65 0.121 2.2 0.122 6.08 0.12

mes aksit 3-3 dhe 4-4 1 8.2 0.121 1.88 0.124 0.65 0.121 2.27 0.122 6.03 0.12

kanali I tymit 2 0.9 0.121 0.25 0.12

kanali I ajrimit 1 0.37 0.121 0.2 0.12

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

Shtojme dyert dhe dritaretdere tip 1.84*2.1 2 1.84 0.32dere tip 3.61*2.1 4 3.61 0.32dere tip 3.1*2.1 1 3.1 0.32dere tip 1.86*2.1 3 1.86 0.32dere tip 0.84*2.1 4 0.84 0.12dere tip 0.94*2.1 4 0.94 0.2

Zbriten kollonat kollona K-01(70*45) 5 0.7 0.45

kollona K-02 (70*70*45) 4 0.7 0.74 0.25 0.25

kollona K-05 (25*25) 4 0.25 0.25Zbriten shkallet

Page 22: Teknika Exel 1 (3)

shkallet brenda (20*17*28) 20 1.365 0.28sheshpushimi 1 1.365 1.62

1 1.365 0.71 1.365 0.255

Zbriten tualetet

Tualet 3 1 2.78 1.88Tualet 4 1 3.18 1.88Tualet 5 1 2.95 1.88Tualet 6 1 2.57 1.88SHUMA

A05 41 2.195Tualet 3 1 2.78 1.88

2 2.782 1.88

Tualet 4 1 3.18 1.882 3.182 1.88

Tualet 5 1 2.95 1.882 2.952 1.88

Tualet 6 1 2.57 1.882 2.572 1.88

SHUMA

A05 42 2.266/1Tualet 3 1 2.78 1.88

2 2.782 1.88

Tualet 4 1 3.18 1.882 3.182 1.88

Tualet 5 1 2.95 1.882 2.952 1.88

Tualet 6 1 2.57 1.882 2.572 1.88

SHUMA

Hidroizolim me emulsion me dy

duar bitum (Tualetet kati I pare) m²

Shtrese me pllaka granili me boje,

30*30 cm (tualetet kati I pare) m²

Page 23: Teknika Exel 1 (3)

43 2.491/h ml

44 2.512/3 cope

45 2.495 cope 6

46 2.501 F.V WC allafrenga importi cope 6

47 2.506 F.V bide importi porcelani cope 6

48 2.510. cope 7

49 2.513 cope 6

50 2.481/2 ml

51 2.483 F.V celesa e priza 10 A cope

52 2.490/e

F.V Automat kryesor me 24 vende

cope

53 2.490/a

F.V Automat sekondar me 4 vende

cope

54 2.485/1 cope

55 2.524 cope

56 2.310.

aksi 1-1 1 3.451 3.95

aksi B 1 7.71 41 1.74

aksi A 1 7.71 4.01

aksi A' dhe B' 2 1.9

F.V tuba e rakorderi ujsjellesi PE

D=110MM PN 16

F.V Kolektor shperndares 3/4''

(5+5)

F.V Lavaman porcelani importi me

mishelator

F.V hidrante ø80 mm

F.V pilete dyshemeje ø30mm

F.V percjelles PV-500 ø 2.5 mm²

F.V Celes 1 polar 220V 10A

"Vimar"

F.V element radiatori me

llamarine 600x200mm

Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (podrumi) m²

Page 24: Teknika Exel 1 (3)

2 5.45Aksi 4-4 2 0.475

pusi I ajrimit 1 22 1.1

aksi 2-2 2 4.152 3.65

aksi 3-3 2 3.92 1.58

aksi 3'-3' 2 3.92 4

aksi a-a' 2 3.8692 1.009

midis aksit A-A' dhe a-a' 2 3.8292 1.6312 2.2

zbriten dyer dhe dritaredere tip 0.94*2.1 4 0.94dere tip 0.84*2.1 1 0.84

SHUMA

57 2.310.aksi 1-1 1 7.7aksi 2-2 2 7.7

midis aksit 1-1 dhe 2-2 2 3.42aksi 3-3 1 4.42

2 1.86midis aksit 3-3 dhe 4-4 2 4.14

2 3.78aksi 4-4 2 7.2

aksi B-B' 1 7.71 41 1.741 2.621 7.64

aksi A-A' 1 7.71 4.011 7.64

mes aksit B-B' dhe A-A' 2 2.252 8.452 3.4752 2.382 1.352 1

Suva brenda mur tulle h~4m me krah, llac perzier M 25 (kati perdhe) m²

Page 25: Teknika Exel 1 (3)

2 0.37heqim dyer dhe dritaret

dere tip 1.84*2.1 2 1.841 1.84

dere tip 3.61*2.1 4 3.61dere tip 3.10*2.1 1 3.1dere tip 1.86*2.1 3 1.86dere tip 1.34*2.1 1 1.34dere tip 0.94*2.1 1 0.94

1 0.94dere tip 0.84*2.1 4 0.84dere tip 3.18*2.1 1 3.18

SHUMA

58 2.310.aksi 1-1 1 7.7aksi 2-2 2 8.2aksi 3-3 2 8.2aksi 4-4 1 7.7mes aksit 1-1 dhe 2-2 2 1.88

2 8.28 0.652 2.24 6.08

mes aksit 3-3 dhe 4-4 2 8.22 1.888 0.652 2.274 6.03

kanali I tymit 2 0.91 0.25

kanali I ajrimit 1 0.371 0.2

aksi A-A' 1 7.71 4.011 7.64

aksi B-B' 1 7.71 41 1.741 2.621 7.64

heqim dyert dhe dritaretdere tip 1.84*2.1 2 1.84

Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (kati I pare) m²

Page 26: Teknika Exel 1 (3)

dere tip 3.61*2.1 4 3.61dere tip 3.1*2.1 1 3.1dere tip 1.86*2.1 3 1.86dere tip 0.84*2.1 4 0.84dere tip 0.94*2.1 4 0.94

SHUMA

59 2.295

Tavan rrjete teli+suva (podrumi)

1 13.4 9.1aksi 2'-2'~aksi 3-3 0.5 9.1 2.104

0.5 9.1 2.5851 9.1 8.85

Zbriten muret

aksi 1-1 1 3.45 0.31 3.95 0.3

aksi B 1 7.7 0.31 4 0.31 1.74 0.3

aksi A 1 7.7 0.31 4.01 0.3

aksi A' dhe B' 2 1.9 0.32 5.45 0.3

Aksi 4-4 2 0.475 0.3pusi I ajrimit 1 2 0.2

aksi 2-2 1 4.15 0.121 3.65 0.12

aksi 3-3 1 3.9 0.121 1.58 0.12

aksi 3'-3' 1 3.9 0.121 4 0.12

aksi a-a' 1 3.869 0.121 1.009 0.12

midis aksit A-A' dhe a-a' 1 3.829 0.121 1.631 0.121 2.2 0.12

Zbriten kollonat kollona K-01 5 0.7 0.45kollona K-02 4 0.7 0.7

4 0.25 0.25kollona K-03 3 0.4 0.3kollona K-04 6 0.3 0.3

Muri M-1 1 1.05 0.21 0.7 0.2

Zbriten shkallet

m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 27: Teknika Exel 1 (3)

shkallet per ne podrum(17*17*28) 17 1.2 0.28(2*17*140) 2 1.2 1.4(1*17*150) 1 1.2 1.5SHUMA

60 2.2951 13.4 9.1

aksi 2'-2'~aksi 3-3 0.5 9.1 2.1040.5 9.1 2.585

1 9.1 8.85Zbriten muret

aksi 1-1 1 7.7 0.32aksi 2-2 1 7.7 0.2

midis aksit 1-1 dhe 2-2 1 3.42 0.12aksi 3-3 1 4.42 0.32

1 1.86 0.2midis aksit 3-3 dhe 4-4 1 4.14 0.12

1 3.78 0.12aksi 4-4 1 7.2 0.12

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

mes aksit B-B' dhe A-A' 1 2.25 0.121 8.45 0.121 3.475 0.121 2.38 0.121 1.35 0.121 1 0.121 0.37 0.12

Zbriten kollonat kollona K-01(70*45) 5 0.7 0.45

kollona K-02 (70*70*45) 4 0.7 0.74 0.25 0.25

kollona K-05 (25*25) 4 0.25 0.25Zbriten shkallet

shkallet per ne podrum(17*17*28) 17 1.2 0.28(2*17*140) 2 1.2 1.4

Tavan rrjete teli+suva (kati

perdhe) m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Page 28: Teknika Exel 1 (3)

(1*17*150) 1 1.2 1.5SHUMA

61 2.295

Tavan rrjete teli+suva (kati I pare)

1 13.4 9.1aksi 2'-2'~aksi 3-3 0.5 9.1 2.104

0.5 9.1 2.5851 9.1 8.85

Zbriten muret

aksi 1-1 1 7.7 0.32aksi 2-2 1 8.2 0.2aksi 3-3 1 8.2 0.2aksi 4-4 1 7.7 0.32mes aksit 1-1 dhe 2-2 1 1.88 0.12

1 8.2 0.124 0.65 0.121 2.2 0.122 6.08 0.12

mes aksit 3-3 dhe 4-4 1 8.2 0.121 1.88 0.124 0.65 0.121 2.27 0.122 6.03 0.12

kanali I tymit 2 0.9 0.121 0.25 0.12

kanali I ajrimit 1 0.37 0.121 0.2 0.12

aksi A-A' 1 7.7 0.321 4.01 0.321 7.64 0.32

aksi B-B' 1 7.7 0.321 4 0.321 1.74 0.321 2.62 0.321 7.64 0.32

Zbriten kollonat kollona K-01(70*45) 5 0.7 0.45

kollona K-02 (70*70*45) 4 0.7 0.74 0.25 0.25

kollona K-05 (25*25) 4 0.25 0.25SHUMA

62 2.343

m²aksi 1-1~aksi 2'-2'

aksi 3-3~aksi 4-4

Suva fasade me granil e cimento

te bardhe h~8m m²

Page 29: Teknika Exel 1 (3)

Aksi 1-1 dhe 4-4 2 9.1Aksi B-B 1 15.54

Aksi B'-B' 1 11.47Aksi A'-A' 1 9.05Aksi A-A 1 13.4SHUMA

63 2.404 Boje hidroplastike(podrumi)Siperfaqja e mureveSiperfaqja e tavanit

SHUMA

64 2.404 Boje hidroplastike(kati perdhe)Siperfaqja e mureveSiperfaqja e tavanit

SHUMA

65 2.404 Boje hidroplastike(kati I pare)Siperfaqja e mureveSiperfaqja e tavanit

SHUMA

66 2.404 Boje hidroplastike(fasada)Aksi 1-1 dhe 4-4 2 9.1

Aksi B-B 1 15.54Aksi B'-B' 1 11.47Aksi A'-A' 1 9.05Aksi A-A 1 13.4SHUMA

67 2.386/1 1 1.84

68 2.395/a Dyer d/alumini dopio xhamdere tip 1.84*2.1 4 1.84dere tip 3.61*2.1 8 3.61dere tip 3.10*2.1 2 3.1dere tip 1.86*2.1 6 1.86

SHUMA

69 2.383/1dere tip 0.94*2.1 10 0.94dere tip 0.84*2.1 9 0.84dere tip 1.84*2.1 1 1.84

F.V dyer te brendshme metalike

te blinduara m²

F.V Dyer te brendshme druri

importi cilesi e I-re m²

Page 30: Teknika Exel 1 (3)

dere tip 1.34*2.1 1 1.34dere tip 3.18*2.1 1 3.18

SHUMA

70 2.166 ton

71 2.167 ton

F.V Hekur betoni periodik ø 6-

10mm

F.V Hekur betoni periodik ø >

12mm

Page 31: Teknika Exel 1 (3)
Page 32: Teknika Exel 1 (3)

FAKTORET PRODHIMI

VOLUMIPOZITIV

0.6 75.330.6 50.00.6 12.00.6 14.36

2.91 543.692.91 382.962.91 38.22.91 45.96

0.7 5.38

1167.83

0.15 18.830.15 12.490.15 3.000.15 3.59

37.91

0.1 12.560.1 8.330.1 2.000.1 2.39

25.27

0.6 4.614.61

0.5 62.78

LARTESI /THELLE

SI

NEGATIV

Page 33: Teknika Exel 1 (3)

0.5 41.630.5 10.000.5 11.97

126.37

2.96 4.662.96 5.802.96 0.742.96 1.072.96 1.602.96 0.622.96 0.41

14.16 0.74 13.42

2.31 2.392.31 2.742.31 5.342.31 2.772.31 1.212.31 5.342.31 2.782.31 2.632.31 7.552.31 0.661.14 0.461.14 0.50

34.36

2.46 1.232.46 1.082.46 1.152.46 0.472.46 1.152.46 1.182.46 1.142.46 0.302.46 1.132.46 0.48

Page 34: Teknika Exel 1 (3)

2.46 0.65

2.1 0.952.1 0.21

9.95 1.16 8.79

0.17 0.840.17 0.19

1.02

22.744.12

17.302.638.201.052.28

1.74.949.12

0.216.3418.4920.01

1.0912.40

0.540.718.86

14.310.391.150.87

2.4171.64 0.2 171.4402

0.5 0.840.5 #REF!

Page 35: Teknika Exel 1 (3)

0.5 1.660.5 1.640.5 1.690.5 1.640.4 0.690.4 0.090.4 0.080.4 0.020.4 0.260.3 0.50

0.5 0.110.5 0.070.5 0.120.5 0.09

9.43

0.3 0.340.3 0.05

0.35 0.850.35 0.570.35 0.100.35 0.010.35 0.160.35 0.610.35 0.080.35 0.440.35 0.090.35 0.01

3.30

3.4 5.353.4 6.663.4 0.853.4 0.85

12.02

12.02 24.04

Page 36: Teknika Exel 1 (3)

2.75 6.783.05 4.703.05 1.253.05 4.313.05 1.133.05 1.523.05 1.382.75 2.382.75 6.782.75 3.522.75 1.532.75 2.312.75 6.722.75 6.782.75 3.532.75 6.723.05 0.823.05 3.093.05 1.273.05 0.873.05 0.493.05 0.373.05 0.14

2.1 2.472.1 0.462.1 9.702.1 2.082.1 3.752.1 0.342.1 0.242.1 0.242.1 0.85

2.1 1.3446.92

2.75 1.063.05 0.672.75 1.062.75 0.55

Page 37: Teknika Exel 1 (3)

2.75 0.242.75 0.362.75 1.052.75 1.062.75 0.552.75 1.05

2.1 0.392.1 1.522.1 0.332.1 0.59

7.65 2.81 4.84

0.17 1.300.17 0.380.17 0.160.17 0.060.17 0.690.17 0.49

0.17 0.970.17 0.570.17 0.31

4.93

21.396.36

30.294.804.160.460.950.631.260.326.501.31

17.623.72

13.76

Page 38: Teknika Exel 1 (3)

7.251.969.29

18.005.810.740.95

0.270.36

156.89

0.65 3.840.25 0.680.65 6.93

0.125 0.310.65 3.460.25 0.62

0.4 2.000.65 3.270.25 0.580.65 1.710.25 0.300.65 3.870.25 0.69

0.4 2.020.4 1.050.4 0.440.4 0.63

0.65 3.550.25 0.630.35 0.370.35 0.22

0.65 1.270.65 0.16

28.43

0.35 1.110.35 1.090.35 0.060.35 0.60

Page 39: Teknika Exel 1 (3)

0.35 0.350.35 0.390.35 0.090.35 0.030.35 1.110.35 0.06

4.70

2.75 6.783.05 5.003.05 5.002.75 6.783.05 0.693.05 3.003.05 0.953.05 0.813.05 4.453.05 3.003.05 0.693.05 0.953.05 0.833.05 4.413.05 0.663.05 0.093.05 0.143.05 0.072.75 6.782.75 3.532.75 6.722.75 6.782.75 3.522.75 1.532.75 2.312.75 6.72

2.1 2.472.1 9.702.1 2.082.1 3.752.1 0.852.1 1.58

61.75

Page 40: Teknika Exel 1 (3)

2.75 1.062.75 1.062.75 1.062.75 0.552.75 1.052.75 1.062.75 0.552.75 0.242.75 0.362.75 1.05

2.1 0.392.1 1.522.1 0.332.1 0.59

8.04 2.81 5.22

21.396.00

30.2934.58

8.479.59

13.763.72

17.620.959.291.967.250.74

165.61

0.65 3.840.25 0.680.65 3.57

0.125 0.63

Page 41: Teknika Exel 1 (3)

0.65 3.510.125 0.62

0.4 2.050.65 3.300.25 0.590.65 1.990.25 0.350.65 3.550.25 0.63

0.4 2.030.65 2.740.25 0.490.25 0.180.65 3.550.25 0.63 0.63

0.35 0.080.35 0.50.35 0.06

27.58

0.35 1.110.35 0.060.35 1.110.35 1.09

0.35 0.060.35 0.030.35 0.04

3.38

37.359.34

39.842.149.34

35.282.492.20

24.49

Page 42: Teknika Exel 1 (3)

9.342.18

18.889.34

37.350.491.68

237.4

5.363.626.214.583.323.32

26.4

11.627.87

13.5510.21

7.467.46

58.17

121.949.57

11.7680.54

1.04

Page 43: Teknika Exel 1 (3)

1.192.311.200.522.311.201.143.270.290.400.500.440.470.190.470.480.460.120.460.200.26

0.450.10

1.581.960.250.360.540.210.14

200.42

121.949.57

11.7680.54

2.461.540.411.41

Page 44: Teknika Exel 1 (3)

0.370.500.450.862.461.280.560.842.442.461.282.440.271.010.420.290.160.120.04

1.180.224.620.991.790.160.110.110.400.64

1.581.960.250.250.000.005.713.361.80

195.02

121.949.57

Page 45: Teknika Exel 1 (3)

11.7680.54

2.461.641.642.460.230.980.310.261.460.980.230.310.271.450.220.030.040.022.461.282.442.461.280.560.842.44

1.184.620.991.790.400.75

1.581.960.250.250.007.642.210.96

Page 46: Teknika Exel 1 (3)

0.35189.56

121.949.57

11.7680.54

2.96 25.162.96 25.162.96 37.862.96 26.232.96 44.992.96 33.30

1.041.192.311.200.522.311.201.143.270.290.400.500.440.470.190.470.480.460.120.460.200.26

0.450.10

1.581.960.25

Page 47: Teknika Exel 1 (3)

0.360.540.210.14

393.12

121.949.57

11.7680.54

0.08 0.280.08 0.320.08 0.620.08 0.320.08 0.140.08 0.620.08 0.320.08 0.300.08 0.870.08 0.080.08 0.160.08 0.660.08 0.580.08 0.620.08 0.250.08 0.620.08 0.640.08 0.620.08 0.160.08 0.610.08 0.260.08 0.35

0.08 0.300.08 0.07

1.041.192.311.200.522.311.20

Page 48: Teknika Exel 1 (3)

1.143.270.290.400.500.440.470.190.470.480.460.120.460.200.26

0.450.10

1.581.960.250.360.540.210.14

5.713.361.80

198.59

121.949.57

11.7680.54

0.08 0.620.08 1.230.08 0.550.08 0.710.08 0.300.08 0.66

Page 49: Teknika Exel 1 (3)

0.08 0.600.08 0.580.08 0.620.08 0.320.08 0.140.08 0.210.08 0.610.08 0.620.08 0.320.08 0.610.08 0.360.08 1.350.08 0.560.08 0.380.08 0.220.08 0.160.08 0.06

0.08 0.290.08 0.150.08 1.160.08 0.250.08 0.450.08 0.110.08 0.080.08 0.080.08 0.270.08 0.25

2.461.540.411.410.370.500.450.862.461.280.560.842.442.461.282.44

Page 50: Teknika Exel 1 (3)

0.271.010.420.290.160.120.04

1.180.224.620.991.790.160.110.110.400.64

1.581.960.250.25

5.713.361.80

7.704.28

191.74

7.700.03 0.210.03 0.14

4.280.03 0.140.03 0.11

12.57

Page 51: Teknika Exel 1 (3)

7.72.2 15.0482.2 9.9

4.282.2 10.4722.2 7.92

55.32

121.949.57

11.7680.54

0.08 0.620.08 1.310.08 1.310.08 0.620.08 0.300.08 1.310.08 0.100.08 0.350.08 0.970.08 1.310.08 0.300.08 0.100.08 0.360.08 0.960.08 0.140.08 0.020.08 0.030.08 0.020.08 0.620.08 0.320.08 0.610.08 0.620.08 0.320.08 0.140.08 0.210.08 0.61

0.08 0.29

Page 52: Teknika Exel 1 (3)

0.08 1.160.08 0.250.08 0.450.08 0.270.08 0.30

2.461.641.642.460.230.980.310.261.460.980.230.310.271.450.220.030.040.022.461.282.442.461.280.560.842.44

1.184.620.991.790.400.75

1.581.960.250.250.00

Page 53: Teknika Exel 1 (3)

7.642.210.960.35

5.235.985.554.83

178.86

5.230.03 0.170.03 0.11

5.980.03 0.190.03 0.11

5.550.03 0.180.03 0.11

4.830.03 0.150.03 0.11

22.73

5.232.2 12.232.2 8.27

5.982.2 13.992.2 8.27

5.552.2 12.982.2 8.27

4.832.2 11.312.2 8.27

105.19

Page 54: Teknika Exel 1 (3)

6

6

6

7

6

2.31 7.972.31 9.122.31 17.792.31 9.242.31 4.022.31 17.792.31 9.262.31 8.78

Page 55: Teknika Exel 1 (3)

2.31 25.182.31 2.191.14 2.281.14 2.512.46 20.422.46 17.962.46 19.192.46 7.772.46 19.192.46 19.682.46 19.042.46 4.962.46 18.842.46 8.022.46 10.82

2.1 7.902.1 1.76

272.36

2.75 21.183.05 46.973.05 20.863.05 13.483.05 11.353.05 25.253.05 23.062.75 39.602.75 21.182.75 11.002.75 4.792.75 7.212.75 21.012.75 21.182.75 11.032.75 21.013.05 13.733.05 51.543.05 21.203.05 14.523.05 8.243.05 6.10

Page 56: Teknika Exel 1 (3)

3.05 2.26

2.1 7.732.1 3.862.1 30.322.1 6.512.1 11.722.1 2.812.1 1.972.1 1.972.1 7.062.1 6.68

437.71 80.64 357.07

2.75 21.183.05 50.023.05 50.022.75 21.183.05 11.473.05 50.023.05 15.863.05 13.423.05 74.183.05 50.023.05 11.473.05 15.863.05 13.853.05 73.573.05 5.493.05 0.763.05 1.133.05 0.612.75 21.182.75 11.032.75 21.012.75 21.182.75 11.002.75 4.792.75 7.212.75 21.01

598.472.1 7.73

Page 57: Teknika Exel 1 (3)

2.1 30.322.1 6.512.1 11.722.1 7.062.1 7.90

527.24

121.949.57

11.7680.54

1.041.192.311.200.522.311.201.143.270.290.400.500.440.470.190.470.480.460.120.460.200.260.001.581.960.250.360.540.210.14

Page 58: Teknika Exel 1 (3)

5.713.361.80

189.00

121.949.57

11.7680.54

2.461.540.411.410.370.500.450.862.461.280.560.842.442.461.282.440.271.010.420.290.160.120.040.001.581.960.250.25

5.713.36

Page 59: Teknika Exel 1 (3)

1.80184.80

121.949.57

11.7680.54

2.461.641.642.460.230.980.310.261.460.980.230.310.271.450.220.030.040.022.461.282.442.461.280.560.842.440.001.581.960.250.25

191.00

Page 60: Teknika Exel 1 (3)

6.65 121.036.65 103.346.65 76.286.65 60.186.65 89.11

449.94

272.36189.00

461.36

357.07184.80

541.87

527.24191.00718.24 718.24

6.65 121.036.65 103.346.65 76.286.65 60.186.65 89.11

449.94

2.1 3.86

2.1 15.462.1 60.652.1 13.022.1 23.44

112.56

2.1 19.742.1 15.882.1 3.86

Page 61: Teknika Exel 1 (3)

2.1 2.812.1 6.68

48.97

Page 62: Teknika Exel 1 (3)
Page 63: Teknika Exel 1 (3)

Lloji Sasia Nr. ø (diam) l(cm) cope l (m) Pesha Totali1 1 10 total ml 4600 0.62 2852.00 ø<10 2852 kg

2 12 190 48 91.2 0.89 81.17 ø>10 81 kg1 3 8 60 250 150 0.395 59.25 ø<10 59kg

4 10 210 500 1050 0.62 6515 16 total ml 526 1.68 883.68 ø>10 1535 kg

1 6 10 138 426 587.88 0.62 364.49 ø>10 820 kg7 16 total ml 271 1.68 455.28

18 10 495 8 87.5 0.62 54.25 ø>10 121 kg9 16 175 50 39.6 1.68 66.53

1 10 8 225 18 40.5 0.395 16 ø<10 16 kg11 10 190 36 68.4 0.62 42.4112 16 355 12 42.6 1.68 71.57 ø>10 114 kg

1 13 8 215 22 47.3 0.395 18.68 ø<10 19 kg14 10 180 44 79.2 0.62 49.115 16 440 12 52.8 1.68 88.7 ø>10 138 kg

1 16 8 total mi 1505.5 0.395 594.67 ø<10 595 kg17 12 total ml 2396 0.89 2132.74 ø>10 2133 kg18 8 total ml 87.7 0.395 34.64 ø<10 35 kg19 10 total ml 1012.3 0.62 627.6420 12 total ml 103.76 0.89 92.35 ø>10 720 kg21 8 total ml 39.35 0.395 15.54 ø<10 16 kg22 12 total ml 49.6 0.89 44.14 ø>10 44 kg

5 23 8 292 14 20.44 0.395 8.07 ø<10 40 kg24 20 145 14 20.3 2.47 50.14 ø>10 251 kg

5 25 8 456 402 611.04 0.395 241.36 ø<10 1207kg26 16 360 14 50.4 1.68 84.6727 18 420 14 5808 2 117.628 20 375 14 52.5 2.47 129.68 ø>10 1660kg

4 29 8 222 14 15.54 0.395 6.14 ø<10 25 kg30 20 145 20 29 2.47 71.63 ø>10 287kg

4 31 8 638 426 905.96 0.395 357.85 ø<10 1431kg32 16 570 28 82.8 1.68 139.133 18 732 20 71 2 334 20 375 20 75 2.47 185.25 ø>10 1309kg

Pesha /

njesiPL-1 DHE

ZGARATr-th

(80*50)Tr-th

(40*50)Tr-th

(60*50)Tr-

th(100*5

0)Tr-

th(100*5

0)

MURET b/a TE PODRUMIT

Fitilat

K-1Kollona

K-1Fitilat

K-2Kollona

K-2

Page 64: Teknika Exel 1 (3)

3 35 8 260 14 18.2 0.395 7.19 ø<10 22kg36 20 145 8 11.6 2.47 28.65 ø>10 86kg

6 37 8 222 14 15.54 0.395 6.14 ø<10 37kg38 16 145 8 11.6 1.68 19.49 ø>10 117kg

1 39 8 128 54 19.56 0.395 7.73 ø<10 8kg40 12 672 40 53.76 0.89 47.8541 16 145 16 23.2 1.68 38.9842 20 145 8 11.6 2.47 28.65 ø>10 115kg

3 43 8 222 46 51.06 0.395 20.17 ø<10 61kg44 20 330 8 26.4 2.47 65.21 ø>10 196kg

6 45 8 222 46 51.06 0.395 20.17 ø<10 121kg46 16 320 8 25.6 1.68 43.01 ø>10 258kg

1 47 8 188 28 26.32 0.395 10.4 ø<10 10kg48 12 537 76 102.03 0.89 90.8149 16 315 16 50.4 1.68 84.6750 20 335 8 26.8 2.47 66.2 ø>10 242kg

1 51 8 204+ml 2327 0.395 919.17 ø<10 919kg52 10 290 14 40.6 0.62 25.17

53 12 385+ml 1576.1 0.89 1402.7254 14 2220 101 459.5 1.21 555.9355 18 1895 163 745.4 2 1490.856 20 total ml 210 2.47 518.7 ø>10 3993kg

1 57 8 375+ml 2747 0.395 1085.06 ø<10 1085kg58 10 645 64 138.4 0.62 85.81

59 12 60+ml 219.3 0.89 195.1860 14 2325 96 461.6 1.21 558.5461 16 3680 118 493.2 1.68 828.5862 18 7470 132 1235.9 2 2471.8 ø>10 4140kg

1 63 8 483+ml 2580.2 0.395 1019.16 ø<10 1019kg64 16 1715 264 872.8 1.68 1466.365 18 3845 246 2357.9 2 4715.866 20 total ml 240 2.47 592.8 ø>10 6775kg

1 67 8 160 108 172.8 0.395 68.26 ø<10 68kg68 12 905 2 18.1 0.89 16.1169 16 955 4 38.2 1.68 64.1870 20 1770 17 63.3 2.47 156.35 ø>10 237kg

Fitilat K-3

Fitilat

K-4Fitilat

M-1Kollona

K-3Kollona

K-4Muri

M-1Soleta

ne

kuoten -

0.15

355+ zg.total

5392+

total

Soleta

ne

kuoten

+3.25

242+

total

1065+

total

Soleta

ne

kuoten

+6.65

242+ total

Rigeli

R-1

(40x50)

Page 65: Teknika Exel 1 (3)

1 71 8 160 112 179.2 0.395 70.78 ø<10 71kg72 12 940 2 18.8 0.89 16.7373 16 990 4 39.6 1.68 66.5374 2 1775 17 63.8 2.47 157.59 ø>10 241kg

1 75 8 160 108 172.8 0.395 68.26 ø<10 68kg76 12 905 2 18.1 0.89 16.1177 16 955 4 38.2 1.68 64.1878 20 1750 17 62.7 2.47 154.87 ø>10 235kg

1 79 8 160 156 249.6 0.395 98.59 ø<10 99kg80 12 900 2 18 0.89 16.0281 16 980 4 39.2 1.68 65.8682 20 1805 17 64.5 2.47 159.32 ø>10 241kg

1 83 8 160 130 208 0.395 82.16 ø<10 82kg84 12 905 2 18.1 0.89 16.1185 20 1910 10 95.5 2.47 235.8986 22 640 6 19.2 2.98 57.22 ø>10 309kg

1 87 8 140 58 81.2 0.395 32.07 ø<10 32kg88 12 525 2 10.5 0.89 9.3589 16 555 4 22.2 1.68 37.390 20 975 10 34.8 2.47 85.83 ø>10 132kg

1 91 8 124 30 37.2 0.395 14.69 ø<10 15kg92 12 470 2 9.4 0.89 8.3793 20 1035 8 41.4 2.47 102.26 ø>10 111kg

1 94 8 124 35 43.4 0.395 17.14 ø<10 17kg95 16 1395 8 55.8 1.68 93.74 ø>10 94kg

1 96 8 135 45 60.75 0.395 24 ø<10 24kg97 16 1890 8 75.6 1.68 127 ø>10 127kg

1 98 8 120 20 24 0.395 9.48 ø<10 9kg99 12 287 2 5.7 0.89 5.11

100 16 694 4 13.9 1.68 23.32 ø>10 28kg

1 101 8 120 20 24 0.395 9.48 ø<10 19kg102 12 256 2 5.1 0.89 4.56103 16 632 4 12.6 1.68 21.24 ø>10 52kg

2 104 8 394 147 286.16 0.395 113.03 ø<10 226kg105 16 905 3 27.2 1.68 45.61106 20 1005 5 50.3 2.47 124.12107 22 2075 13 71.9 2.98 214.26 ø>10 768kg

3 108 8 394 153 297.84 0.395 117.65 ø<10 353kg

Rigeli

R-2

(40x50)Rigeli

R-3

(40x50)Rigeli

R-4

(40x50)Rigeli

R-5

(40x50)Rigeli

R-6

(40x40)Trau

Tsh-1

(30x40)Brez-1

(30x40)Brez-2

(30x35)Brez-4

(23x35)Brez-5

(23x35)Rigeli

R-7

(40x65(6

5x35))Rigeli

R-8(40x65(65x35))

Page 66: Teknika Exel 1 (3)

109 16 905 4 36.2 1.68 60.82110 22 3095 20 135.5 2.98 403.79 ø>10 1394kg

1 111 8 394 153 297.84 0.395 117.65 ø<10 118kg112 16 905 3 27.2 1.68 45.61

113 22 3095 20 135.5 2.98 403.79 ø>10 449kg

2 114 8 190 98 186.2 0.395 73.55 ø<10 147kg115 12 905 2 18.1 0.89 16.11116 22 3100 15 105.5 2.98 314.39 ø>10 661kg

2 117 8 394 222 432.16 0.395 170.7 ø<10 341kg118 16 total ml 43.5 1.68 73.08119 20 2510 17 113.5 2.47 280.35120 22 2135 13 74.2 2.98 220.97 ø>10 1149kg

2 121 8 394 132 256.96 0.395 101.5 ø<10 203kg122 16 900 3 27 1.68 45.36

123 20 1030 9 89.5 2.47 221.07124 22 2095 9 34.9 2.98 103.85 ø>10 741kg

1 125 8 394 368 705.08 0.395 278.51 ø<10 279kg126 16 2063 5 50.29 1.68 84.49127 20 10770 28 206.64 2.47 510.4128 22 8418 25 151.14 2.98 450.4 ø>10 1045kg

1 129 8 394 360 700.8 0.395 276.82 ø<10 277kg130 16 1583 5 40.69 1.68 68.36131 20 10342 34 231.36 2.47 571.46132 22 12295 28 179.16 2.98 533.9 ø>10 1774kg

1 133 8 325 28 43.2 0.395 17.06 ø<10 17kg

134 12 893 30 69.83 0.89 62.15 ø>10 62kg

1 135 8 105 37 38.85 0.395 15.35 ø<10 15kg

136 12 1287 39 105.23 0.89 93.65 ø>10 94kg

1 137 8 130 56 61.2 0.395 24.17 ø<10 24kg138 12 366 36 77.92 0.89 69.35139 16 1030 21 83.3 1.68 139.94140 18 302 11 33.22 2 66.44 ø>10 276kg

1 141 8 466 92 146.96 0.62 91.12 ø<10 91kg142 16 557 7 38.99 1.68 65.5

143 18 2150 36 200.1 2 400.2 ø>10 466kg

Rigeli R-

8(40x65(65x35))Rigeli

R-9(40x65(65x35))Rigeli

R-10(40x6

5)Rigeli

R-12

(40x65(6

5x35))Rigeli R-13

(40x65(65x35))

Rigeli

R-11

(40x65)

(65x35)Rigeli

R-14

(40x65)

(65x35)Rampa R-1 (-3.11/-2.09)

Rampa

R-2 (-

3.11/-

2.09)Rampa

R-1 (-

0.15/+1.

65)Rampa

R-2

(+1.65/+

3.25)

Page 67: Teknika Exel 1 (3)

1 144 8 142 13 18.46 0.62 11.45 ø<10 11kg145 12 305 16 24.4 1.68 40.99 ø>10 41kg

TOTALI ø<10 12182kgø>10 35776kg

Kolloncin

a

Page 68: Teknika Exel 1 (3)

296.3

Page 69: Teknika Exel 1 (3)

18274

Page 70: Teknika Exel 1 (3)

PREVENTIVOBJEKTI: REZIDENCE PRIVATE 2 KATE DHE NJE KAT NENTOKE

SIPERFAQJA E NDERTIMIT 220.8LARTESIA E NDERTIMIT ml 7.15

Nr. Pershkrimi I puneve Njesia VolumiVlera (shuma)

1 2.26/a m³ 1167.83 137 159992.712 2.258 m³ 37.91 1900 72029

3 2.262/4 m³ 25.27 8568 216513.36

4 2.114/1 m³ 4.61 8006 36907.66

5 2.262/4b m³ 126.37 8643 1092215.91

6 2.117/1b m³ 13.42 16759 224905.78

7 2.130/1 m³ 34.36 11397 391600.92

8 2.70/2 m³ 8.79 11876 104390.04

9 2.122/1a m³ 1.02 13484 13753.68

10 2.125/1a 171.44 2050 35145211 2.119/1a m³ 9.43 13737 129539.9112 2.121/1 brez b/a monolit C-16/20 m³ 3.3 11344 37435.2

13 2.117/1b m³ 12.02 16759 201443.18

14 2.117/1b m³ 12.02 16759 201443.18

15 2.70/2 m³ 46.92 11876 557221.92

16 2.70/2.1 m³ 4.84 1700 8228

17 2.122/1a m³ 4.93 2050 10106.5

Nr. Analizes

Çmimi njesi

Germim themele e plinta b~2m, eskavator me goma, kova 0.25

m³, shkarkim autonenshtrese zhavorri 15 cm ne

themeleshtrese betoni C-16/20 nen themele 10 cm

plinta e bazamente b/a monolite deri 20 m³ C-16/20

pllake themeli, trare e bazamente

b/a C-25/30kollona b/a monolite C-25/30 h~4

m (deri ne katin perdhe)mure b/a t=21-30cm h~4m C-

16/20 (deri ne katin perdhe)mur me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin perdhe)soleta te plota b/a C-20/25

t=10cm h~4m (per shkallet)soleta b/a me polisterol dhe rrjete

teli C-20/25 t=30cm h~6m (deri

ne katin perdhe) m²trare e arkitrare b/a C-20/25 h~4m (deri ne katin perdhe)

kollona b/a monolite C-25/30

h~4m deri ne katin e parekollona b/a monolite C-25/30

h~4m kati i paremure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin e pare)Polisterol per termoizolim te

mureve te jashtem t=5cmsoleta te plota b/a C-20/25

t=10cm h~4m (per shkallet)

Page 71: Teknika Exel 1 (3)

18 2.125/1a 156.89 2050 321624.5

19 2.119/1a m³ 28.43 13737 390542.91

20 2.121/1 m³ 4.7 11344 53316.8

21 2.70/2 m³ 61.75 11876 733343

22 2.70/2.1 m³ 5.22 1700 8874

23 1.125/1a 165.61 2050 339500.5

24 2.119/1a m³ 27.58 13737 378866.46

25 2.121/1 m³ 3.38 11344 38342.72

26 2.218 237.4 3604 855589.6

27 2.212 26.4 734 19377.628 2.218/2 Kornize perimetrale 58.17 1306 75970.0229 2.480. ml 30 77 2310

30 2.264 200.42 347 69545.74

31 2.264 195.02 347 67671.94

32 2.264 186.56 347 64736.32

33 2.195 393.12 339 133267.68

34 2.267/b 198.59 1951 387449.09

35 2.267/b 191.74 1951 374084.74

36 2.195 12.57 339 4261.23

37 2.266/1 55.32 1393 77060.76

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (deri

ne katin e pare) m²trare e arkitrare b/a C-20/25

h~4m (deri ne katin e pare)Brez b/a monolit C-16/20 (deri ne

katin e pare)mure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

( kati I pare)Polisterol per termoizolim te

mureve te jashtem t=5cmsoleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (kati i

pare) m²trare e arkitrare b/a C-20/25

h~4m (kati i pare)Brez b/a monolit C-16/20 (kati i

pare)Çati vendi e zakonshme HD~8m,mbuluar me tjegulla vendi m²Ulluk shkarkimi horizontal me

llamarine xingat ø 100mm m²m²

F.V tub plastmasi ø 11~13 mmShtrese lluster cimento 1:2

(podrumi) m²Shtrese lluster cimento 1:2 (kati

perdhe) m²Shtrese lluster cimento 1:2 (kati I

pare) m²hidroizolim me emulsion me dy

duar bitum (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (kati perdhe) m²Hidroizolim me emulsion me dy

duar bitum (Tualetet kati perdhe) m²Shtrese me pllaka granili me boje, 30*30 cm (tualetet kati perdhe) m²

Page 72: Teknika Exel 1 (3)

38 2.267/b 178.86 1951 348955.86

39 2.195 22.73 339 7705.47

40 2.266/1 105.19 1393 146529.67

43 2.495 cope 6 6862 4117244 2.501 F.V WC allafrenga importi cope 6 7649 4589445 2.506 F.V bide importi porcelani cope 6 5299 3179446 2.510. cope 7 4491 3143747 2.513 cope 6 1065 6390

48 2.310. 272.36 644 175399.84

49 2.310. 357.07 644 229953.08

50 2.310. 527.24 644 339542.56

51 2.295

Tavan rrjete teli+suva (podrumi)

189 1633 308637

52 2.295 184.8 1633 301778.4

53 2.295 191 1633 311903

54 2.343 449.94 1483 667261.0255 2.404 Boje hidroplastike(podrumi) 461.36 185 85351.656 2.404 Boje hidroplastike(kati perdhe) 541.87 185 100245.9557 2.404 Boje hidroplastike(kati I pare) 718.24 185 132874.458 2.404 Boje hidroplastike(fasada) 449.94 185 83238.9

59 2.386/1 3.86 22500 8685060 2.395/a Dyer d/alumini dopio xham 112.56 11038 1242437.28

61 2.383/1 48.97 21409 1048398.73

62 2.166 ton 12.182 143391 1746789.16

63 2.167 ton 35.776 133419 4773198.14SHUMA 20310925

Shtrese me pllaka grez importi

40*40 cm (kati I pare) m²Hidroizolim me emulsion me dy

duar bitum (Tualetet kati I pare) m²Shtrese me pllaka granili me boje, 30*30 cm (tualetet kati I pare) m²F.V Lavaman porcelani importi

me mishelator

F.V hidrante ø80 mmF.V pilete dyshemeje ø30mmSuva brenda mur tulle h~4m me

krah, llac perzier M 25 (podrumi) m²Suva brenda mur tulle h~4m me krah, llac perzier M 25 (kati perdhe) m²Suva brenda mur tulle h~4m me krah, llac perzier M 25 (kati I pare) m²

m²Tavan rrjete teli+suva (kati

perdhe) m²Tavan rrjete teli+suva (kati I

pare) m²Suva fasade me granil e cimento

te bardhe h~8m m²m²m²m²m²

F.V dyer te brendshme metalike

te blinduara m²m²

F.V Dyer te brendshme druri

importi cilesi e I-re m²F.V Hekur betoni periodik ø 6-

10mmF.V Hekur betoni periodik ø >

12mm

Page 73: Teknika Exel 1 (3)

SHUMA 1 leke 20310925TVSH 20 % leke 4062185

SHUMA 2 20498651.626INSTALIME ELEKTRIKE 2.5 % leke 512466.29065PUNIME HIDRAULIKE 5 % leke 1024932.5813

SHUMA 3 22036050FONDI REZERVE 5% 1101803

TOTALI 23137853

Page 74: Teknika Exel 1 (3)
Page 75: Teknika Exel 1 (3)
Page 76: Teknika Exel 1 (3)

ZBERTHIMI ANALITIK I PUNIMEVE

Nr.

Nr. Analizes

Emertimi I punimeve Sasia Ore pune Dite

1 2.26/a m³ 1167.83 0.067 78.24 10

2 2.258 m³ 37.91 2.9 109.94 14

3 2.262/4 m³ 25.27 8.6 217.32 28

4 2.114/1 m³ 4.61 6.93 31.95 4

5 2.262/4b m³ 126.37 3.46 437.24 55

6 2.117/1b m³ 13.42 31.22 418.97 53

7 2.130/1 m³ 34.36 19.04 654.21 82

8 2.125/1a 171.44 2.4 411.46 52

9 2.119/1a m³ 9.43 20.6 194.26 2510 2.121/1 brez b/a monolit C-16/20 m³ 3.3 18.76 61.91 8

11 2.122/1a m³ 1.02 22.89 23.35 3

12 2.117/1b m³ 12.02 31.22 375.26 47

13 2.125/1a 156.89 2.4 376.54 48

14 2.119/1a m³ 28.43 20.6 585.66 74

15 2.121/1 m³ 4.7 18.76 88.17 11

16 2.122/1a m³ 4.93 22.89 112.85 15

17 2.117/1b m³ 12.02 31.22 375.26 47

Njesi

a

OP

gjithsej Germim themele e plinta b~2m,

eskavator me goma, kova 0.25

m³, shkarkim autonenshtrese zhavorri 15 cm ne

themeleshtrese betoni C-16/20 nen

themele 10 cmplinta e bazamente b/a monolite

deri 20 m³ C-16/20 pllake themeli, trare e bazamente

b/a C-25/30kollona b/a monolite C-25/30

h~4 m (deri ne katin perdhe)mure b/a t=21-30cm h~4m C-

16/20 (deri ne katin perdhe)soleta b/a me polisterol dhe rrjete

teli C-20/25 t=30cm h~6m (deri

ne katin perdhe) m²trare e arkitrare b/a C-20/25

h~4m (deri ne katin perdhe)

soleta te plota b/a C-20/25

t=10cm h~4m (per shkallet)kollona b/a monolite C-25/30

h~4m deri ne katin e paresoleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (deri

ne katin e pare) m²trare e arkitrare b/a C-20/25

h~4m (deri ne katin e pare)Brez b/a monolit C-16/20 (deri

ne katin e pare)soleta te plota b/a C-20/25

t=10cm h~4m (per shkallet)kollona b/a monolite C-25/30

h~4m kati i pare

Page 77: Teknika Exel 1 (3)

18 1.125/1a 165.61 2.4 397.46 50

19 2.119/1a m³ 27.58 20.6 568.15 71

20 2.121/1 m³ 3.38 18.76 63.41 8

21 2.70/2 m³ 8.79 15.7 138.00 18

22 2.70/2 m³ 46.92 15.7 736.64 93

23 2.70/2.1 m³ 4.84

24 2.70/2 m³ 61.75 15.7 969.47 121

25 2.70/2.1 m³ 5.22

26 2.295

Tavan rrjete teli+suva (podrumi)

189 4.7 888.30 111

27 2.310. 272.36 1.55 422.16 53

28 2.295 184.8 4.7 868.56 109

29 2.310. 357.07 1.55 553.46 67

30 2.295 191 4.7 897.70 112

31 2.310. 527.24 1.55 817.22 102

32 2.343 449.94 3.7 1664.78 208

33 2.218 237.4 2.7 640.98 81

34 2.212 26.4 1.3 34.32 5

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (kati i

pare) m²trare e arkitrare b/a C-20/25

h~4m (kati i pare)Brez b/a monolit C-16/20 (kati i

pare)mur me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin perdhe)mure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin e pare)Polisterol per termoizolim te

mureve te jashtem t=5cmmure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

( kati I pare)Polisterol per termoizolim te

mureve te jashtem t=5cm

m²Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (podrumi) m²Tavan rrjete teli+suva (kati

perdhe) m²Suva brenda mur tulle h~4m me krah, llac perzier M 25 (kati perdhe) m²Tavan rrjete teli+suva (kati I

pare) m²Suva brenda mur tulle h~4m me krah, llac perzier M 25 (kati I pare) m²Suva fasade me granil e cimento

te bardhe h~8m m²Çati vendi e zakonshme HD~8m,mbuluar me tjegulla vendi m²Ulluk shkarkimi horizontal me

llamarine xingat ø 100mm m²

Page 78: Teknika Exel 1 (3)

35 2.218/2 Kornize perimetrale 58.17

36 2.264 200.42 0.66 132.28 17

37 2.264 195.02 0.66 128.71 16

38 2.264 186.56 0.66 123.13 16

39 2.195 393.12 0.42 165.11 21

40 2.267/b 198.59 2.46 488.53 62

41 2.267/b 191.74 2.46 471.68 59

42 2.195 12.57 0.42 5.28 1

43 2.266/1 55.32 1.54 85.19 11

44 2.267/b 178.86 2.46 440.00 55

45 2.195 22.73 0.42 9.55 2

46 2.266/1 105.19 1.54 161.99 2147 2.404 Boje hidroplastike(podrumi) 461.36 0.36 166.09 2148 2.404 Boje hidroplastike(kati perdhe) 541.87 0.36 195.07 2549 2.404 Boje hidroplastike(kati I pare) 718.24 0.36 258.57 3250 2.404 Boje hidroplastike(fasada) 449.94 0.36 161.98 21

51 2.386/1 3.86 3 11.58 252 2.395/a Dyer d/alumini dopio xham 112.56 2 225.12 29

53 2.383/1 48.97 0.66 32.32 4

m²Shtrese lluster cimento 1:2

(podrumi) m²Shtrese lluster cimento 1:2 (kati

perdhe) m²Shtrese lluster cimento 1:2 (kati I

pare) m²hidroizolim me emulsion me dy

duar bitum (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (kati perdhe) m²Hidroizolim me emulsion me dy

duar bitum (Tualetet kati perdhe)m²Shtrese me pllaka granili me boje, 30*30 cm (tualetet kati perdhe) m²Shtrese me pllaka grez importi

40*40 cm (kati I pare) m²Hidroizolim me emulsion me dy

duar bitum (Tualetet kati I pare) m²Shtrese me pllaka granili me boje, 30*30 cm (tualetet kati I pare) m²

m²m²m²m²

F.V dyer te brendshme metalike

te blinduara m²m²

F.V Dyer te brendshme druri

importi cilesi e I-re m²

Page 79: Teknika Exel 1 (3)
Page 80: Teknika Exel 1 (3)

2 5

5 3

6 5

6 1

9 6

9 6

9 9

9 6

9 39 1

3 1

9 6

9 5

9 8

9 1

3 5

9 5

Punto

re

Dite

pune

Page 81: Teknika Exel 1 (3)

9 6

9 8

9 1

3 6

9 10

9 1

9 13

9 1

10 11

10 6

10 11

10 7

10 11

10 11

10 21

7 12

7 1

Page 82: Teknika Exel 1 (3)

7 1

5 3

5 3

5 3

4 5

4 16

4 15

3 1

3 3

4 14

3 1

3 76 46 56 66 4

6 0.56 5

6 0.5

Page 83: Teknika Exel 1 (3)
Page 84: Teknika Exel 1 (3)

TABELA E MAKINERIVE

Nr. Emertimi I punimeve volumi Njesi Total NjesiNr 1 2 3 4 5 6

2.26/a

1 2.26/a m³ 1167.83 0.07 81.75

2 2.258 m³ 37.91

3 2.262/4 m³ 25.27 0.73

4 2.114/1 m³ 4.61

5 2.262/4b m³ 126.37

6 2.117/1b m³ 13.42

7 2.130/1 m³ 34.36

8 2.125/1a 171.44

9 2.119/1a m³ 9.43

10 2.121/1 brez b/a monolit C-16/20 m³ 3.3

11 2.122/1a m³ 1.02

12 2.117/1b m³ 12.02

13 2.125/1a 156.89

14 2.119/1a m³ 28.43

15 2.121/1 m³ 4.7

16 2.122/1a m³ 4.93

17 2.117/1b m³ 12.02

Nr.

Analizes

Njesi

a

Eskavator me

kove 0.25 m³ Vinç kulle

Nr.

Analize

s

2.262/4;2.310;

2.343;2.218;

2.264;2.267/b;2.2

66/1 Germim themele e plinta b~2m,

eskavator me goma, kova 0.25 m³, shkarkim auto

nenshtrese zhavorri 15 cm ne themele

shtrese betoni C-16/20 nen themele 10 cm

plinta e bazamente b/a monolite deri 20 m³ C-16/20

pllake themeli, trare e bazamente b/a C-25/30

kollona b/a monolite C-25/30 h~4 m (deri ne katin perdhe)

mure b/a t=21-30cm h~4m C-16/20 (deri ne katin perdhe)

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (deri ne

katin perdhe) m²trare e arkitrare b/a C-20/25 h~4m

(deri ne katin perdhe)

soleta te plota b/a C-20/25 t=10cm h~4m (per shkallet)

kollona b/a monolite C-25/30 h~4m

deri ne katin e paresoleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (deri ne

katin e pare) m²trare e arkitrare b/a C-20/25 h~4m

(deri ne katin e pare)Brez b/a monolit C-16/20 (deri ne

katin e pare)soleta te plota b/a C-20/25 t=10cm

h~4m (per shkallet)kollona b/a monolite C-25/30 h~4m

kati i pare

Page 85: Teknika Exel 1 (3)

18 1.125/1a 165.61

19 2.119/1a m³ 27.58

20 2.121/1 m³ 3.38

21 2.70/2 m³ 8.79

22 2.70/2 m³ 46.92

23 2.70/2.1 m³ 4.84

24 2.70/2 m³ 61.75

25 2.70/2.1 m³ 5.22

26 2.295 Tavan rrjete teli+suva (podrumi) 189

27 2.310. 272.36 0.13

28 2.295

Tavan rrjete teli+suva (kati perdhe)

184.8

29 2.310. 357.07 0.13

30 2.295

Tavan rrjete teli+suva (kati I pare)

191

31 2.310. 527.24 0.13

32 2.343 449.94 0.37

33 2.218 237.4 0.02

34 2.212 26.435 2.218/2 Kornize perimetrale 58.17

36 2.264 200.42 0.03

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (kati i

pare) m²trare e arkitrare b/a C-20/25 h~4m

(kati i pare)Brez b/a monolit C-16/20 (kati i

pare)mur me tulla te lehtesuara dopio deri 3m me llac te perzier M25

(deri ne katin perdhe)mure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin e pare)Polisterol per termoizolim te

mureve te jashtem t=5cmmure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25 ( kati I pare)

Polisterol per termoizolim te mureve te jashtem t=5cm

m²Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (podrumi) m²

m²Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (kati perdhe) m²

m²Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (kati I pare) m²Suva fasade me granil e cimento te

bardhe h~8m m²Çati vendi e zakonshme

HD~8m,mbuluar me tjegulla vendi m²Ulluk shkarkimi horizontal me

llamarine xingat ø 100mm m²

m²Shtrese lluster cimento 1:2

(podrumi) m²

Page 86: Teknika Exel 1 (3)

37 2.264 195.02 0.03

38 2.264 186.56 0.03

39 2.195 393.12

40 2.267/b 198.59 0.07

41 2.267/b 191.74 0.07

42 2.195 12.57

43 2.266/1 55.32 0.07

44 2.267/b 178.86 0.07

45 2.195 22.73

46 2.266/1 105.19 0.0747 2.404 Boje hidroplastike(podrumi) 272.3648 2.404 Boje hidroplastike(kati perdhe) 357.0749 2.404 Boje hidroplastike(kati I pare) 527.2450 2.404 Boje hidroplastike(fasada) 449.94

51 2.386/1 3.8652 2.395/a Dyer d/alumini dopio xham 112.56

53 2.383/1 48.9754 Njesia o.p55 Volumi 81.75

Shtrese lluster cimento 1:2 (kati

perdhe) m²Shtrese lluster cimento 1:2 (kati I

pare) m²hidroizolim me emulsion me dy duar

bitum (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (kati perdhe) m²Hidroizolim me emulsion me dy duar

bitum (Tualetet kati perdhe) m²Shtrese me pllaka granili me boje,

30*30 cm (tualetet kati perdhe) m²Shtrese me pllaka grez importi

40*40 cm (kati I pare) m²Hidroizolim me emulsion me dy duar

bitum (Tualetet kati I pare) m²Shtrese me pllaka granili me boje,

30*30 cm (tualetet kati I pare) m²

m²F.V dyer te brendshme metalike te

blinduara m²

m²F.V Dyer te brendshme druri importi

cilesi e I-re m²

Page 87: Teknika Exel 1 (3)

Vibrator Pompe suvatimiTotal Njesi Total Njesi Total Njesi Total Njesi Total6 7 8 9 10

2.310.

18.45

1 4.61

0.5 63.19

2.4 32.21

2 68.72 0.75 25.77

0.25 42.86

2.6 24.522.7 8.91 1.4 4.62

2.3 2.35

2.4 28.85

0.25 39.22

2.6 73.92

2.7 12.69 1.4 6.58

2.3 11.34

2.4 28.85

Vinç kulle Vinç

Vibrator

siperfaqsor

2.262/4;2.310;

2.343;2.218;

2.264;2.267/b;2.2

66/1

2.114/1;2.262/4b;2.117

/1b;2.130/1;2.119/1a;2.

121/1

2.130/1;2.121/1;

2.70/2

2.125/1a;

2.121/1a

Page 88: Teknika Exel 1 (3)

0.25 41.40

2.6 71.71

2.7 9.13 1.4 4.73

0.55 4.83

0.55 25.81

0.55 33.96

35.41 0.09 24.51

46.42 0.09 32.14

68.54 0.09 47.45

166.48

4.75

6.01

Page 89: Teknika Exel 1 (3)

5.85

5.60

13.90

13.42

3.87

12.52

7.36

o.p o.p o.p o.p o.p408.579 427.29 106.305 137.17 104.10

Page 90: Teknika Exel 1 (3)

TABELA E MATERIALEVE

Nr. Emertimi I punimeve

Njesia

volumiZhavorr

NjesiNr 1 2 3 4 5

2.258

1 2.26/a m³ 1167.83

2 2.258 m³ 37.91 1.08

3 2.262/4 m³ 25.27

4 2.114/1 m³ 4.61

5 2.262/4b m³ 126.37

6 2.117/1b m³ 13.42

7 2.130/1 m³ 34.36

8 2.125/1a 171.44

9 2.119/1a m³ 9.43

10 2.121/1 brez b/a monolit C-16/20 m³ 3.3

11 2.122/1a m³ 1.02

12 2.117/1b m³ 12.02

13 2.125/1a 156.89

14 2.119/1a m³ 28.43

15 2.121/1 m³ 4.7

16 2.122/1a m³ 4.93

17 2.117/1b m³ 12.02

Nr.

Analizes

Nr. Analiz

es Germim themele e plinta b~2m,

eskavator me goma, kova 0.25 m³, shkarkim auto

nenshtrese zhavorri 15 cm ne themele

shtrese betoni C-16/20 nen themele 10 cm

plinta e bazamente b/a monolite deri 20 m³ C-16/20

pllake themeli, trare e bazamente b/a C-25/30

kollona b/a monolite C-25/30 h~4 m (deri ne katin perdhe)

mure b/a t=21-30cm h~4m C-16/20 (deri ne katin perdhe)

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (deri ne

katin perdhe) m²trare e arkitrare b/a C-20/25 h~4m (deri ne katin perdhe)

soleta te plota b/a C-20/25 t=10cm h~4m (per shkallet)

kollona b/a monolite C-25/30

h~4m deri ne katin e paresoleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (deri ne

katin e pare) m²trare e arkitrare b/a C-20/25 h~4m (deri ne katin e pare)

Brez b/a monolit C-16/20 (deri ne

katin e pare)soleta te plota b/a C-20/25 t=10cm

h~4m (per shkallet)kollona b/a monolite C-25/30

h~4m kati i pare

Page 91: Teknika Exel 1 (3)

18 1.125/1a 165.61

19 2.119/1a m³ 27.58

20 2.121/1 m³ 3.38

21 2.70/2 m³ 8.79

22 2.70/2 m³ 46.92

23 2.70/2.1 m³ 4.84

24 2.70/2 m³ 61.75

25 2.70/2.1 m³ 5.22

26 2.295

Tavan rrjete teli+suva (podrumi)

189

27 2.310. 272.36

28 2.295

Tavan rrjete teli+suva (kati perdhe)

184.8

29 2.310. 357.07

30 2.295

Tavan rrjete teli+suva (kati I pare)

191

31 2.310. 527.24

32 2.343 449.94

33 2.218 237.4

34 2.212 26.4

35 2.218/2 Kornize perimetrale 58.17

36 2.264 200.42

soleta b/a me polisterol dhe rrjete teli C-20/25 t=30cm h~6m (kati i

pare) m²trare e arkitrare b/a C-20/25

h~4m (kati i pare)Brez b/a monolit C-16/20 (kati i

pare)mur me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin perdhe)mure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25

(deri ne katin e pare)Polisterol per termoizolim te

mureve te jashtem t=5cmmure me tulla te lehtesuara dopio

deri 3m me llac te perzier M25 ( kati I pare)

Polisterol per termoizolim te mureve te jashtem t=5cm

m²Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (podrumi) m²

m²Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (kati perdhe) m²

m²Suva brenda mur tulle h~4m me

krah, llac perzier M 25 (kati I pare) m²Suva fasade me granil e cimento te

bardhe h~8m m²Çati vendi e zakonshme

HD~8m,mbuluar me tjegulla vendi m²Ulluk shkarkimi horizontal me

llamarine xingat ø 100mm m²

m²Shtrese lluster cimento 1:2

(podrumi) m²

Page 92: Teknika Exel 1 (3)

37 2.264 195.02

38 2.264 186.56

39 2.195 393.12

40 2.267/b 198.59

41 2.267/b 191.74

42 2.195 12.57

43 2.266/1 55.32

44 2.267/b 178.86

45 2.195 22.73

46 2.266/1 105.1947 2.404 Boje hidroplastike(podrumi) 461.3648 2.404 Boje hidroplastike(kati perdhe) 541.8749 2.404 Boje hidroplastike(kati I pare) 718.2450 2.404 Boje hidroplastike(fasada) 449.94

51 2.386/1 3.8652 2.395/a Dyer d/alumini dopio xham 112.56

53 2.383/1 48.9754 54 Njesia m³

55 55 Volumi 40.94

Shtrese lluster cimento 1:2 (kati

perdhe) m²Shtrese lluster cimento 1:2 (kati I

pare) m²hidroizolim me emulsion me dy

duar bitum (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (podrumi) m²Shtrese me pllaka grez importi

40*40 cm (kati perdhe) m²Hidroizolim me emulsion me dy

duar bitum (Tualetet kati perdhe) m²Shtrese me pllaka granili me boje,

30*30 cm (tualetet kati perdhe) m²Shtrese me pllaka grez importi

40*40 cm (kati I pare) m²Hidroizolim me emulsion me dy

duar bitum (Tualetet kati I pare) m²Shtrese me pllaka granili me boje,

30*30 cm (tualetet kati I pare) m²

m²F.V dyer te brendshme metalike te

blinduara m²

m²F.V Dyer te brendshme druri

importi cilesi e I-re m²

Page 93: Teknika Exel 1 (3)

Zhavorr Beton C 16/20 Kallep themeliTotal Njesi Total Njesi Total Njesi Total Njesi Total5 6 7 8 9

2.258

2.114/1 ;2.262/4b

2.117/1b

40.94

1.04 26.28

1.02 4.70 3 13.83

0.6 75.82 1.02 128.90

1.02 13.69

1.02 35.05

0.102 17.487

1.02 9.621.02 3.37

1.02 1.04

1.02 12.26

0.102 16.00

1.02 29.00

1.02 4.79

1.02 5.03

1.02 12.26

Beton C 20/25 me beton

pompe

Beton C 25/30

(beton pompe)

2.262/4;2.114/1;

2.130/1;2.121/1

2.262/4b;2.125/1a;2.119/1a

2.122/1a

Page 94: Teknika Exel 1 (3)

0.102 16.89

1.02 28.13

1.02 3.45

Page 95: Teknika Exel 1 (3)

m³ m³ m³

40.94 77.64 89.65 252.10 38.21m²

Page 96: Teknika Exel 1 (3)

Kallep kollone Skele inventari Kallep solete PolisterolNjesi Total Njesi Total Njesi Total Njesi Total Njesi Total

10 11 12 13 14

2.117/1b 2.130/1 2.125/1a;2.122/1a 2.125/1a

10 134.2

8 274.88 3 103.08

1 171.44 0.2 34.29

8 8.16

10 120.2

1 156.89 0.2 31.38

8 96.16

10 120.2

Kallep muri

(inventari)

2.130/1;2.70/2;

2.218

Page 97: Teknika Exel 1 (3)

1 165.61 0.2 33.12

1.5 13.185

1.5 70.38

1.5 92.625

0.1 23.74

Page 98: Teknika Exel 1 (3)

m³ m³ m³

374.6 274.88 303.01 598.26 98.788m² m²

Page 99: Teknika Exel 1 (3)

Plastmas Kallep trau Kallep brezi Llac perzier M 25Njesi Total Njesi Total Njesi Total Njesi Total Njesi Total

15 16 17 18 19

2.125/1a 2.119/1a 2.121/1 2.70/2

1.05 180.01

8 75.447.6 25.08

1.05 164.73

8 227.44

7.6 35.72

Tulla lehtesuese

12x14x25

2.70/2;2.310;

2.343;2.266/1

Page 100: Teknika Exel 1 (3)

1.05 173.89

8 220.64

7.6 25.69

205 1801.95 0.29 2.55

205 9618.6 0.29 13.6068

205 12658.75 0.29 17.9075

0.025 6.81

0.025 8.93

0.025 13.18

0.025 449.94

Page 101: Teknika Exel 1 (3)

0.02 1.11

0.02 2.10

cope m³

518.64 523.52 86.488 24079.3 516.1304m² m² m²

Page 102: Teknika Exel 1 (3)

Polisterol t=5cm Gozhde Listela pishe Rrjete teli dopio Tel bariNjesi Total Njesi Total Njesi Total Njesi Total Njesi Total

20 21 22 23 24

2.70/2.1 2.295;2.218 2.295 2.295 2.295

Page 103: Teknika Exel 1 (3)

1 4.84

1 5.22

0.15 28.35 0.006 1.13 2.1 396.9 0.03 5.67

0.15 27.72 0.006 1.11 2.1 388.08 0.03 5.54

0.15 28.65 0.006 1.15 2.1 401.1 0.03 5.73

0.22 52.23

Page 104: Teknika Exel 1 (3)

kg m³ kg10.06 136.948 3.39 1186.08 16.94

m² m²

Page 105: Teknika Exel 1 (3)

Llac bastard M25Njesi Total Njesi Total Njesi Total Njesi Total Njesi Total

25 26 27 28 29

2.295 2.310;2.343 2.343 2.218

Çimento 32.5 Ni

Rere e lare ne

lavatrice

Çimento e bardhe

42.5 R

Lende ndertimi e

stazhion ø

2.295;2.310;3.343;2.

266/1

Page 106: Teknika Exel 1 (3)

0.026 4.91 6.7 1266.3

6.6 1797.576 0.005 1.36

0.026 4.80 6.7 1238.16

6.6 2356.662 0.005 1.79

0.026 4.97 6.7 1279.7

6.6 3479.784 0.005 2.64

6.6 2969.604 0.005 2.25 7.9 3554.526

0.038 9.02

Page 107: Teknika Exel 1 (3)

4 221.28

4 420.76

m³ kg kg m³

14.68 15029.83 8.03 3554.526 9.02m²

Page 108: Teknika Exel 1 (3)

Ganxha Bitum Tjegulla vendiNjesi Total Njesi Total Njesi Total Njesi Total Njesi Total

30 31 32 33 34

2.218 2.218 2.218; 2.218 2.212

Lende e holle e

sharruar

Llamarine xingat

0.8mm

Page 109: Teknika Exel 1 (3)

0.021 4.99 0.15 35.61 0.1 23.74 43 10208.2

2.7 71.28

Page 110: Teknika Exel 1 (3)

m³ kg kg cope kg4.99 35.61 23.74 10208.2 71.28

Page 111: Teknika Exel 1 (3)

Kallaj Vida

Kornize perimetrale

Llac cimentoNjesi Total Njesi Total Njesi Total Njesi Total Njesi Total

35 36 37 38 39

2.212 2.212 2.212 2.218/2 2.264

Stafa llamarine

xingat

Page 112: Teknika Exel 1 (3)

0.015 0.40 0.1 2.64 2 52.8

1 58.17

0.021 4.21

Page 113: Teknika Exel 1 (3)

0.021 4.10

0.021 3.92

kg kg cope m³ m³

0.40 2.64 52.8 58.17 12.22

Page 114: Teknika Exel 1 (3)

Bitum M 3 Dru zjarri Kol per pllakaNjesi Total Njesi Total Njesi Total Njesi Total Njesi Total

40 41 42 43 44

2.195 2.195 2.267/b 2.267/b 2.267/b

Pllaka grez 40x40

cm

Bojak cimentoje me

boje

Page 115: Teknika Exel 1 (3)
Page 116: Teknika Exel 1 (3)

3.8 1493.856 0.01 3.93

1.02 202.5618 4 794.36 4 794.36

1.02 195.5748 4 766.96 4 766.96

3.8 47.766 0.01 0.13

1.02 182.4372 4 715.44 4 715.44

52 1181.96 0.01 0.23

m³ m³ m³ m³

2723.582 4.28 580.5738 2276.76 2276.76m²

Page 117: Teknika Exel 1 (3)

Njesi Total Njesi Total Njesi Total Njesi Total Njesi45 46 47 48 49

2.266/1 2.404 2.404 2.386/1 2.395/a

Pllaka zak granili

30x30 cm

Astar (vinovil) cilesi

l-re

Boje hidroplastike imp.

c.l-re

Dyer druri metalike

komplet

Dere d/alumini me

mbushje

Page 118: Teknika Exel 1 (3)
Page 119: Teknika Exel 1 (3)

1.02 56.43

1.02 107.29380.15 69.20 0.2 92.270.15 81.28 0.2 108.370.15 107.74 0.2 143.650.15 67.49 0.2 89.99

1 3.861

kg kg163.7202 325.7115 434.28 3.86

m² m² m²

Page 120: Teknika Exel 1 (3)

Total Njesi Total49 50

2.395/a 2.383/1

Dere d/alumini me

mbushje

Dere druri importi cilesi

e l-re

Page 121: Teknika Exel 1 (3)
Page 122: Teknika Exel 1 (3)

112.56

1 48.97

112.56 48.97m²

Page 123: Teknika Exel 1 (3)

PLANI KALENDARIK DHE GRAFIKU I FUQISE PUNETORE

Nr. Emertimi I punimeve Dite

Puntore

1 Ngritje kantjeri

64

8

4

2 Nivelim sheshi

16

2

2

3 2.26/a 78.24 10 2

4 2.258

nenshtrese zhavorri 15 cm ne themele

109.94 14 5

5 2.262/4

shtrese betoni C-16/20 nen themele 10 cm

217.32 28 6

6 2.114/1 31.95 4 6

7 2.262/4b

pllake themeli, trare e bazamente b/a C-25/30

437.24 55 9

8 2.117/1b 418.97 53 9

9 2.130/1 654.21 82 9

10 2.125/1a 411.46 52 9

11 2.119/1a 194.26 25 912 2.121/1 brez b/a monolit C-16/20 61.91 8 9

13 2.122/1a 23.35 3 3

14 2.117/1b 375.26 47 9

15 2.125/1a 376.54 48 9

16 2.119/1a 585.66 74 9

17 2.121/1 88.17 11 9

18 2.122/1a 112.85 15 3

Nr.

Analizes

OP

gjithsej

Germim themele e plinta b~2m, eskavator

me goma, kova 0.25 m³, shkarkim auto

plinta e bazamente b/a monolite deri 20 m³

C-16/20

kollona b/a monolite C-25/30 h~4 m (deri ne

katin perdhe)mure b/a t=21-30cm h~4m C-16/20 (deri ne

katin perdhe)soleta b/a me polisterol dhe rrjete teli C-

20/25 t=30cm h~6m (deri ne katin perdhe)trare e arkitrare b/a C-20/25 h~4m (deri ne

katin perdhe)

soleta te plota b/a C-20/25 t=10cm h~4m (per

shkallet)kollona b/a monolite C-25/30 h~4m deri ne

katin e paresoleta b/a me polisterol dhe rrjete teli C-

20/25 t=30cm h~6m (deri ne katin e pare)trare e arkitrare b/a C-20/25 h~4m (deri ne

katin e pare)Brez b/a monolit C-16/20 (deri ne katin e

pare)soleta te plota b/a C-20/25 t=10cm h~4m (per

shkallet)

Page 124: Teknika Exel 1 (3)

19 2.117/1b 375.26 47 9

20 1.125/1a 397.46 50 9

21 2.119/1a 568.15 71 922 2.121/1 Brez b/a monolit C-16/20 (kati i pare) 63.41 8 9

23 2.70/2 138.00 18 3

24 2.70/2 736.64 93 9

25 2.70/2.1 9

26 2.70/2 969.48 121.185 9

27 2.70/2.1 928 2.295 Tavan rrjete teli+suva (podrumi) 888.30 111 10

29 2.310. 422.16 53 1030 2.295 Tavan rrjete teli+suva (kati perdhe) 868.56 109 10

31 2.310. 553.46 67 1032 2.295 Tavan rrjete teli+suva (kati I pare) 897.70 112 10

33 2.310. 817.22 102 10

34 2.343 1664.78 208 10

35 2.218 640.98 81 7

36 2.212 34.32 5 737 2.218/2 Kornize perimetrale 738 2.264 Shtrese lluster cimento 1:2 (podrumi) 132.28 17 5

39 2.264

Shtrese lluster cimento 1:2 (kati perdhe)

128.71 16 540 2.264 Shtrese lluster cimento 1:2 (kati I pare) 123.13 16 5

41 2.195 165.11 21 4

42 2.267/b 488.43 62 4

kollona b/a monolite C-25/30 h~4m kati i

paresoleta b/a me polisterol dhe rrjete teli C-

20/25 t=30cm h~6m (kati i pare)trare e arkitrare b/a C-20/25 h~4m (kati i

pare)

mur me tulla te lehtesuara dopio deri 3m me

llac te perzier M25 (deri ne katin perdhe)mure me tulla te lehtesuara dopio deri 3m me

llac te perzier M25 (deri ne katin e pare)Polisterol per termoizolim te mureve te

jashtem t=5cmmure me tulla te lehtesuara dopio deri 3m me

llac te perzier M25 ( kati I pare)Polisterol per termoizolim te mureve te

jashtem t=5cm

Suva brenda mur tulle h~4m me krah, llac

perzier M 25 (podrumi)

Suva brenda mur tulle h~4m me krah, llac

perzier M 25 (kati perdhe)

Suva brenda mur tulle h~4m me krah, llac

perzier M 25 (kati I pare)Suva fasade me granil e cimento te bardhe

h~8mÇati vendi e zakonshme HD~8m,mbuluar me

tjegulla vendiUlluk shkarkimi horizontal me llamarine

xingat ø 100mm

hidroizolim me emulsion me dy duar bitum

(podrumi)Shtrese me pllaka grez importi 40*40 cm

(podrumi)

Page 125: Teknika Exel 1 (3)

43 2.267/b 471.68 59 4

44 2.195 5.28 1 3

45 2.266/1 85.19 11 3

46 2.267/b 440.00 55 4

47 2.195 9.55 2 3

48 2.266/1 161.99 21 349 2.404 Boje hidroplastike(podrumi) 166.09 21 650 2.404 Boje hidroplastike(kati perdhe) 195.07 25 651 2.404 Boje hidroplastike(kati I pare) 258.57 32 652 2.404 Boje hidroplastike(fasada) 161.98 21 6

53 2.386/1

F.V dyer te brendshme metalike te blinduara

11.58 2 654 2.395/a Dyer d/alumini dopio xham 225.12 29 6

55 2.383/1 32.32 4 6

40 jave

2280 puntore

300 dite

Shtrese me pllaka grez importi 40*40 cm

(kati perdhe)Hidroizolim me emulsion me dy duar bitum

(Tualetet kati perdhe)Shtrese me pllaka granili me boje, 30*30 cm

(tualetet kati perdhe)Shtrese me pllaka grez importi 40*40 cm

(kati I pare)Hidroizolim me emulsion me dy duar bitum

(Tualetet kati I pare)Shtrese me pllaka granili me boje, 30*30 cm

(tualetet kati I pare)

F.V Dyer te brendshme druri importi cilesi e

I-re

Page 126: Teknika Exel 1 (3)

PLANI KALENDARIK DHE GRAFIKU I FUQISE PUNETOREDite pune Java 1 Java 2 Java 3

1 2 3 4 5 6 1 2 3 4 5 6 1 2 3 42

1

5 5dite; 2 puntore

3

3 dite; 5 puntore

5 5dite; 6 puntore

1

6

6

9

6

31

1

6

5

8

1

5

2dite;4punt

ore1dite,

2puntore

Page 127: Teknika Exel 1 (3)

5

6

81

6

10

1

13

111

611

711

11

21

12

113

33

5

16

Page 128: Teknika Exel 1 (3)

15

1

3

14

1

74564

0.55

0.54 4 2 2 2 2 2 2 5 5 5 6 6 6 6 6

6 dite; 6 puntore

3 dite; 5 puntore

5dite; 2 puntorepuntore

N(max)=12α=N(max)/N(min)=12/7.6=1.5789N(mes)=7.6

2dite;4

puntore

1 dite;2 puntore

Page 129: Teknika Exel 1 (3)

Java 3 Java 4 Java 5 Java 6

5 6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3

6 dite; 9 puntore

6 dite; 9 puntore

9 dite; 9 puntore

1

dite;6p

untore

Page 130: Teknika Exel 1 (3)
Page 131: Teknika Exel 1 (3)

6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

30 dite; 9 puntore6 dite; 6 puntore

α=N(max)/N(min)=12/7.6=1.5789

Page 132: Teknika Exel 1 (3)

Java 6 Java 7 Java 8 Java 9

4 5 6 1 2 3 4 5 6 1 2 3 4 5 6 1

9 dite; 9 puntore

10 dite; 9 puntore

6 dite; 9 puntore

1

dite;3punt

ore

Page 133: Teknika Exel 1 (3)
Page 134: Teknika Exel 1 (3)

9 9 9 9 9 9 9 9 9 9 9 9 9 9 12 9

30 dite; 9 puntore 15 dite; 9 puntore

1 dite;

12

puntor

e

Page 135: Teknika Exel 1 (3)

Java 9 Java 10 Java 112 3 4 5 6 1 2 3 4 5 6 1 2 3 4

6 dite; 9 puntore

14 dite; 9 puntore

5 dite; 3 puntore

Page 136: Teknika Exel 1 (3)
Page 137: Teknika Exel 1 (3)

9 9 9 9 9 9 9 9 9 9 9 9 9 9 12

5 dite; 12 puntore15 dite; 9 puntore

Page 138: Teknika Exel 1 (3)

Java 11 Java 12 Java 13 Java 14

5 6 1 2 3 4 5 6 1 2 3 4 5 6 1

14 dite; 9 puntore

5 dite; 3 puntore

Page 139: Teknika Exel 1 (3)

5 dite; 9 puntore

15 dite;9 puntore

Page 140: Teknika Exel 1 (3)

12 12 12 12 9 9 9 9 9 9 9 9 9 9 9

5 dite; 12 puntore 20 dite; 9 puntore

Page 141: Teknika Exel 1 (3)

Java 14 Java 15 Java 162 3 4 5 6 1 2 3 4 5 6 1 2 3 4 5

Page 142: Teknika Exel 1 (3)

15 dite;9 puntore

6 dite; 3 puntore

11 dite; 9 puntore

Page 143: Teknika Exel 1 (3)

9 9 9 9 9 9 9 9 9 12 12 12 12 12 12 9

6 dite 12 puntore20 dite; 9 puntore 19 dite; 9 puntore

Page 144: Teknika Exel 1 (3)

Java 16 Java 17 Java 18 Java 19

6 1 2 3 4 5 6 1 2 3 4 5 6 1 2 3

Page 145: Teknika Exel 1 (3)

11 dite; 9 puntore

14 dite; 9 puntore

Page 146: Teknika Exel 1 (3)

9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9

19 dite; 9 puntore

Page 147: Teknika Exel 1 (3)

Java 19 Java 20 Java 21

4 5 6 1 2 3 4 5 6 1 2 3 4 5 6

Page 148: Teknika Exel 1 (3)

14 dite; 9 puntore

17 dite; 10 puntore

Page 149: Teknika Exel 1 (3)

9 9 10 10 10 10 10 10 10 10 10 10 10 10 10

78 dite; 10 puntore19 dite; 9 puntore

Page 150: Teknika Exel 1 (3)

Java 22 Java 23 Java 241 2 3 4 5 6 1 2 3 4 5 6 1 2 3 4

Page 151: Teknika Exel 1 (3)

17 dite; 10 puntore

17 dite; 10 puntore

Page 152: Teknika Exel 1 (3)

10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

78 dite; 10 puntore

Page 153: Teknika Exel 1 (3)

Java 24 Java 25 Java 26 Java 27

5 6 1 2 3 4 5 6 1 2 3 4 5 6 1

Page 154: Teknika Exel 1 (3)

17 dite; 10 puntore

22 dite; 10 puntore

Page 155: Teknika Exel 1 (3)

10 10 10 10 10 10 10 10 10 10 10 10 10 10 10

78 dite; 10 puntore

Page 156: Teknika Exel 1 (3)

Java 27 Java 28 Java 292 3 4 5 6 1 2 3 4 5 6 1 2

Page 157: Teknika Exel 1 (3)

22 dite; 10 puntore

Page 158: Teknika Exel 1 (3)

10 10 10 10 10 10 10 10 10 10 10 10 10

78 dite; 10 puntore

Page 159: Teknika Exel 1 (3)

Java 29 Java 30 Java 313 4 5 6 1 2 3 4 5 6 1 2 3

Page 160: Teknika Exel 1 (3)

21 dite; 10 puntore

Page 161: Teknika Exel 1 (3)

10 10 10 10 10 10 10 10 10 10 10 10 10

78 dite; 10 puntore

Page 162: Teknika Exel 1 (3)

Java 31 Java 32 Java 33

4 5 6 1 2 3 4 5 6 1 2 3

Page 163: Teknika Exel 1 (3)

21 dite; 10 puntore

14 dite; 7 puntore3 dite; 5 puntore

3 dite; 5 puntore

Page 164: Teknika Exel 1 (3)

10 10 10 10 10 10 10 10 12 12 12 12

9 dite; 12 puntore78 dite; 10 puntore

Page 165: Teknika Exel 1 (3)

Java 33 Java 34 Java 35

4 5 6 1 2 3 4 5 6 1 2 3 4

Page 166: Teknika Exel 1 (3)

14 dite; 7 puntore

3 dite; 5 puntore3 dite; 5 puntore

21 dite; 4 puntore

Page 167: Teknika Exel 1 (3)

15 dite; 4 puntore

14 dite; 4 puntore

12 12 12 12 12 11 11 11 11 11 8 12 12

9 dite; 12 puntore 14 dite; 12 puntore5 dite; 11 puntore

1 dite;

8

puntore

Page 168: Teknika Exel 1 (3)

Java 35 Java 36 Java 37

5 6 1 2 3 4 5 6 1 2 3 4 5

Page 169: Teknika Exel 1 (3)

21 dite; 4 puntore

Page 170: Teknika Exel 1 (3)

15 dite; 4 puntore

4 dite; 3 puntore

14 dite; 4 puntore

7 dite; 3 puntore

12 12 12 12 12 12 12 12 12 12 12 12 10

14 dite; 12 puntore

1 dite;

10

puntor

e

Page 171: Teknika Exel 1 (3)

Java 37 Java 38 Java 39

6 1 2 3 4 5 6 1 2 3 4 5 6

Page 172: Teknika Exel 1 (3)
Page 173: Teknika Exel 1 (3)

4 dite; 3 puntore

7 dite; 3 puntore4 dite; 6 puntore

5 dite; 6 puntore6 dite; 6 puntore

4 dite; 6 puntore

6 6 6 9 9 9 9 12 12 12 12 12 12

9 dite; 12 puntore4 dite; 9 puntore3 dite; 6 puntore

Page 174: Teknika Exel 1 (3)

Java 401 2 3 4 5 6

Page 175: Teknika Exel 1 (3)
Page 176: Teknika Exel 1 (3)

4 dite; 6 puntore

5 dite; 6 puntore12 12 12 6 6

9 dite; 12 puntore 3 dite; 6 puntore

Page 177: Teknika Exel 1 (3)

NDARJA E TARIFES SIPAS FAZAVETOTALI 23137853TARIFA (5.86 %)= 1355878

NR EMERTIMI NE % NE LEKE1 PROJEKT IDEA 14 1898232 PREVENTIV PARAPRAK 3 40676

SHUMA 1+2 17 2304993 PROJEKT ZBATIMI 40 5423514 PREVENTIVI I PROJEKT ZBATIMIT 10 135588

SHUMA 3+4 50 6779395 PJESMARRJA PER KONTRAKTIM 3 406766 DREJTIM (mbikqyrje) I PUNIMEVE 20 2711767 MBAJTJA E DOKUMENTACIONIT DHE PROVAT 3 406768 KONTROLLI I LIKUJDIMIT TE PUNIMEVE TE KRYERA 7 94911