04. RACORDAREA CU TERASAMENTUL

04.10 Placa de racordare

04.10.01. PC01A1

Cofrare fundatie placa de racordare UM=[mp]

Lf.pr 9.80m hf.pr 0.40m lf.pr 0.40mS04.10.01 2 2 Lf.pr hf.pr 2 lf.pr hf.pr 16.32 m2

Cantitate: 16.32 mp

Rotund: 16.40 mp04.10.02. TRA02A10

Transport cofraj UM=[tone]

G04.10.02 S04.10.01 cofraj 1.958 tonneCantitate: 1.958 tone

Rotund: 1.97 tone

04.10.03. TRI1AG12F2

Descarcare cofraj UM=[tone]

G04.10.03 G04.10.02 1.958 tonneCantitate: 1.958 tone

Rotund: 1.97 tone04.10.04. PB08B1

Turnare beton in fundatie placa de racordare UM=[mc]

V04.10.04 2 Lf.pr hf.pr lf.pr 3.136 m3Cantitate: 3.136 mp

Rotund: 3.14 mp

04.10.05. TRA02A10

Transport beton UM=[tone]

G04.10.05 V04.10.04 b 7.84 tonneCantitate: 7.84 tone

Rotund: 7.85 tone

04.10.06. PD01A1

Montare armatura in fundatie placa de racordare UM=[kg]

G04.10.06 V04.10.04 120kg

m3376.32 kg

Cantitate: 376.32 kg

Rotund: 377 kg

04.10.07. CZ0302K1

Procurare armatura UM=[kg]

G04.10.07 G04.10.06 376.32 kgCantitate: 376.32 kg

Rotund: 377 kg04.10.08. CZ0302K1

Descarcare armatura UM=[tone]

G04.10.08 G04.10.07 0.376 tonneCantitate: 0.376 tone

Rotund: 0.38 tone

04.10.09. TRA01A10

Transport aramatura UM=[tone]

G04.10.09 G04.10.08 0.376 tonneCantitate: 0.376 tone

Rotund: 0.38 tone

04.10.10. PCOBA2

Procurare placi de racordare UM=[buc]

N04.10.10 2 10 20Cantitate: 20 buc

Rotund: 20 buc

04.10.11. TRA04B10

Transport placi de racordare UM=[tone]

lpr 1m Lpr 5m hpr 0.25mGpr lpr Lpr hpr b 3.125 tonne

G04.10.11 N04.10.10 Gpr 62.5 tonneCantitate: 62.5 tone

Rotund: 62.5 tone

04.10.12. PI06A1

Montare placi de racordare UM=[buc]

N04.10.12 N04.10.10 20Cantitate: 20 buc

Rotund: 20 buc

04.20 Scara de acces

04.20.01. IFF33A2

Montare filtru UM=[mp]

Lfiltru.s 11.18m lscara 0.5 mS04.20.01 Lfiltru.s lscara 5.59 m2

Cantitate: 5.59 mp

Rotund: 5.59 mp04.20.02. DA06A1

Asternere strat nisip UM=[mc]

hstrat 0.15mV04.20.02 Lfiltru.s lscara hstrat 0.838 m3

Cantitate: 0.838 mc

Rotund: 0.84 mc04.20.03. TRA01A10

Transport nisip UM=[tone]

G04.20.03 V04.20.02 1.8tonne

m31.509 tonne

Cantitate: 1.509 tone

Rotund: 1.52 tone04.20.04. PC01A1

Cofrare scara UM=[mp]

St.scara 2.8m2 hcontratreapta 0.2m Ncontratrepte 31

S04.20.04 4 2 St.scara hcontratreapta lscara Ncontratrepte 34.8 m2

Cantitate: 34.80 mp

Rotund: 34.80 mp

04.20.05. TRA02B10

Transport cofraj scara UM=[tone]

G04.20.05 S04.20.04 cofraj 4.176 tonne

Cantitate: 3.176 tone

Rotund: 3.18 tone

04.20.06. TRI1AG12F2

Descarcare cofraj scara UM=[tone]

G04.20.06 G04.20.05 4.176 tonneCantitate: 3.176 tone

Rotund: 3.18 tone

04.20.07. PB02B1

Turnare beton in scara UM=[mc]

hf.s 1m Lf.s 0.5m lf.s 0.5mV04.20.07 4 St.scara lscara hf.s Lf.s lf.s 6.6 m3

Cantitate: 6.60 mc

Rotund: 6.60 mc

04.20.08. TRA06A10

Transport beton UM=[tone]

G04.20.08 V04.20.07 b 16.5 tonneCantitate: 16.5 tone

Rotund: 16.5 tone

04.20.09. PD01A1

Montare armatura in scara UM=[kg]

G04.20.09 V04.20.07 50kg

m3330 kg

Cantitate: 330 kg

Rotund: 330 kg

04.20.10. CZ0302K1

Procurare armatura UM=[kg]

G04.20.10 G04.20.09 330 kgCantitate: 330 kg

Rotund: 330 kg

04.20.11. TRI1AC14B2

Descarcare armatura UM=[tone]

G04.20.11 G04.20.10 0.33 tonneCantitate: 0.33 tone

Rotund: 0.34 tone

04.20.12. TRA01A10

Transport armatura UM=[tone]

G04.20.12 G04.20.11 0.33 tonneCantitate: 0.33 tone

Rotund: 0.34 tone

04.30 Casiu

04.30.01. IFF33A2

Montare filtru UM=[mp]

Lcasiu 21.72m lfiltru.c 2.50mS04.30.01 4Lcasiu lfiltru.c 217.2 m2

Cantitate: 217.2 mp

Rotund: 218 mp04.30.02. DA06A1

Asternere strat nisip UM=[mc]

hstrat 0.15mV04.30.02 4 Lcasiu lfiltru.c hstrat 32.58 m3

Cantitate: 32.58 mc

Rotund: 32.6 mc04.30.03. TRA01A10

Transport nisip UM=[tone]

G04.30.03 V04.30.02 1.8tonne

m358.644 tonne

Cantitate: 58.644 tone

Rotund: 58.7 tone04.30.04. PC01A1

Cofrare casiu UM=[mp]

S04.30.04 4Lcasiu

21m

2 As.casiu 17.724 m

2

Cantitate: 17.724 mp

Rotund: 17.80 mp04.30.05. PB02B1

Turnare beton in casiu UM=[mc]

V04.30.05 4 Lcasiu As.casiu 17.724 m3Cantitate: 17.724 mc

Rotund: 17.80 mc

04.30.06. TRA06A10

Turnare beton UM=[tone]

G04.30.06 V04.30.05 b 44.309 tonneCantitate: 44.309 tone

Rotund: 44.5 tone04.40 Sfert de con

04.40.01. PC01A1

Cofrare fundatie sfert de con UM=[mp]

hf.pereu 0.8m Lf.pereu 14.08m lf.pereu 0.6m

S04.40.01 4 hf.pereu Lf.pereu lf.pereu 2 93.952 m2Cantitate: 93.952 mp

Rotund: 94 mp04.40.02. TRA02B10

Transport cofraj UM=[tone]

G04.40.02 S04.40.01 cofraj 11.274 tonneCantitate: 11.274 tone

Rotund: 11.3 tone

04.40.03. TRI1AG12F2

Descarcare cofraj UM=[tone]

G04.40.03 G04.40.02 11.274 tonneCantitate: 11.274 tone

Rotund: 11.3 tone

04.40.04. PB09B1

Turnare beton in fundatie sfert de con UM=[mc]

V04.40.04 4 Lf.pereu lf.pereu hf.pereu 27.034 m3Cantitate: 27.034 mc

Rotund: 27.1 mc04.40.05. TRA06A10

Turnare beton UM=[tone]

G04.40.05 V04.40.04 b 67.584 tonneCantitate: 67.584 tone

Rotund: 67.6 tone04.40.06. IFF33A2

Montare filtru UM=[mp]

Rpereu 11.29m Lpereu 13.26mSpereu Rpereu Rpereu Lpereu 870.754 m2S04.40.06 4 Spereu 3483.015 m2

Cantitate: 3483.015 mp

Rotund: 3490 mp

04.40.07. DA06A1

Asternere strat nisip UM=[mc]

V04.40.07 4 Spereu hstrat 522.452 m3Cantitate: 522.452 mc

Rotund: 523 mc

04.40.08. TRA01A10

Transport nisip UM=[tone]

G04.40.08 V04.40.07 1.8tonne

m3940.414 tonne

Cantitate: 940.414 tone

Rotund: 941 tone

04.40.09. PB02B1

Turnare beton in sefertul de con UM=[mc]

hpereu 0.15m

V04.40.09 4 Spereu hpereu 522.452 m3

Cantitate: 522.452 mc

Rotund: 523 mc

04.40.10. TRA06A10

Transport beton UM=[tone]

G04.40.10 V04.40.09 b 1306.13 tonneCantitate: 1306.13 tone

Rotund: 1310 tone