Teknike Kantieri Studenti:

TABELA E LIBREZES SE MASAVE

Volumi sipas projektit Volumi sipas faktit Diferenca

Nr. Data Pershkrimi I punimeve njesi a b h sasi a b h sasi + -

Niveli I sheshit te ndertimit sipas kartogrames m3 57 57 2651

Germim dheu dhe transport me buldozer

Ho=1/4*9[(27.66+29.6+24.18+21.21)+2(28.2+28.93+27.45+25.4+23.33+22.5+23.57+25.72)+4(26.19+26.66+24.18+24.7)]=25.55m

V=361/4[(2.11+4.05+4.34+1.37)+2(2.65+3.38+0.17+1.9+1.98+0.15+3.05+2.22)+4(0.64+1.11+1.37+0.85)]=5302m3

Vg=Vmb=5302/2=2651m3

Germim dheu per themele

Aksi 1-1 m3 9.24 0.9 1.3 10.8 10.8

Aksi 2-2 m3 10.24 0.9 1.3 11.98 11.98

Aksi 3-3 m3 2.78 0.7 1.3 2.53 2.53

Aksi 4-4 (cope 2) m3 6.3 0.7 1.3 11.47 11.47

Aksi 5-5 m3 13.95 0.9 1.3 16.32 16.32

Aksi 6-6 m3 11.71 0.9 1.3 13.7 13.7

Aksi A-A m3 5.69 1 1.3 7.4 7.4

Aksi A’-A’ m3 2.7 0.7 1.3 2.46 2.46

Aksi C-C m3 7.86 1.2 1.3 12.26 12.26

Aksi c-c m3 2.7 0.7 1.3 2.46 2.46

Aksi D-D (cope 2) m3 12.3 1 1.3 31.54 31.54

Aksi D’-D” m3 2.7 0.7 1.3 2.46 2.46

Pa aks m3 8.18 0.7 1.3 7.44 7.44

Pa aks m3 2.87 1 1.3 3.73 3.73

Pa aks m3 1.65 0.5 0.5 0.41 0.41

∑=137 Totali= 137m3

Teknike Kantieri Studenti:

Mure guri per themele

Aksi 1-1 m3 7.84 1.17 9.17 9.17

Aksi 2-2 m3 9.64 1.17 11.28

Aksi 3-3 m3 1.5 1.1 1.65

Aksi 4-4 (cope 3) m3 6.3 1.1 20.79

Aksi 5-5 m3 11.17 1.17 13.06

Aksi 6-6 m3 10.51 1.17 12.29

Pa aks m3 5.05 1.1 5.55

Pa aks m3 1.65 0.5 0.83

Aksi A-A m3 4.83 1.375 6.64

Aksi A’-A m3 2.7 1.1 2.97

Aksi c-c (cope 2) m3 2.7 1.1 5.94

Aksi C-C m3 7.86 1.47 11.55

Aksi D-D m3 11.43 1.47 16.8

Aksi D’-D m3 4.83 1.375 6.64

Pa aks m3 2.17 1.375 2.98

Aksi E-E m3 12.13 1.375 16.68

Brez betoni 15cm ne kuoten -0.04m

Aksi 1-1 m3 9.24 0.6 0.15 0.83

Aksi 2-2 m3 10.24 0.6 0.15 0.92

Aksi 3-3 m3 2.78 0.6 0.15 0.25

Aksi 4-4 (cope 3) m3 6.3 0.6 0.15 1.71

Aksi 5-5 m3 14.25 0.6 0.15 1.28

Aksi 6-6 m3 11.71 0.6 0.15 1.05

Pa aks m3 5.05 0.6 0.15 0.45

Pa aks m3 1.65 0.6 0.15 0.12

Aksi A-A m3 5.57 0.6 0.15 0.5

Aksi A’-A (cope 2) m3 2.7 0.6 0.15 0.48

Aksi c-c (cope 2) m3 2.7 0.6 0.15 0.48

Aksi C-C m3 7.86 0.6 0.15 0.7

Aksi D-D m3 11.43 0.6 0.15 1.03

Aksi E-E m3 11.13 0.6 0.15 1

Pa aks m3 2.17 0.6 0.15 0.19

Pa aks m3 1.09 0.6 0.15 0.1

Totali= 11.09 m3

Teknike Kantieri Studenti:

Brez betoni 10 cm , kuota -0.65

Aksi 1-1 m3 9.24 0.6 0.1 0.554

Aksi 2-2 m3 10.24 0.6 0.1 0.614

Aksi 3-3 m3 2.78 0.6 0.1 0.614

Aksi 4-4 (cope 3) m3 6.3 0.6 0.1 1.134

Aksi 5-5 m3 14.25 0.6 0.1 0.855

Aksi 6-6 m3 11.71 0.6 0.1 0.703

Pa aks m3 5.05 0.6 0.1 0.303

Aksi A-A m3 5.57 0.6 0.1 0.334

Totali= 5.111 m3