01.Cantitati

Pag 1

Proiect: MODERNIZARE DRUMURI DE

ACCES LA EXPLOATATIILE

AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS

OBIECTIVUL: MODERNIZARE DRUMURI DE ACCES LA

EXPLOATATIILE AGRICOLE DIN COM. VICTORIA

OBIECTUL: Tronson I

ANTEMASURATOARE: Drum principal 1433 ml

COMUNA VICTORIABeneficiar:

Proiectant: OMG CONSTRUCT PROIECT SRL

Antemasuratoare

lista cu cantitati de lucrari fara preturi

Nr. DenumireSimbol UM Cantitate

432101 DRUM L=1433,58 M (Lungime de calcul 1430,61 ml rot 1431 ml)

2 TSC02C1 Sapatura mecanica cu excavator pe pneuri de 0.12-0.39 mc,cu

comanda hidraulica,in :...pamant cu umiditate naturala descarcare

auto in teren catg 1

100 mc 50,40

DECAPARE PAMANT VEGETAL

1431*3.52/100 = +50.37

=====================================================================================================

= 50.37

ROT = 50.4

3 TRA01A05

P

Transportul rutier al...pamantului sau molozului cu autobasculanta

dist.= 5 km

tona 8.070,00

TRANSPORT PAMANT DECAPAT DIN CASETE

1431.58*3.52*1.6 =

+8,062.66

=====================================================================================================

= 8062.66

ROT = 8070

4 TSE04B1 Nivelarea terenului natural si platformelor de terasamente cu buldozer

pe tractor pe senile,prin taierea damburilor si impingerea in goluri a

pamantului sapat,cu:...buldozer pe tractor pe senile de81-180 CP

teren catg.1 si 2

100 mp 50,40

NIVELARE PAMANT DIN CASETE IN DEPOZIT

1431*3.52/100 = +50.37

=====================================================================================================

= 50.37

ROT = 50.4

5 DA06B1 Strat de agregate naturale cilindrate, avand functia de rezidenta

filtranta, izolatoare, antigeliva si anticapilara, cu asternere...mecanica;

mc 2.780,00

Completare cu balast pana la strat anticontaminant

2777 =

+2,777.00

=====================================================================================================

= 2777

ROT = 2780

6 DA03XA-as

im1

Strat nisip cilindrate,functie rezistenta

filtranta,izolatoare,aerisire,asternere mecanic

mc 301,00

STRAT DE NISIP IN CASETE CU ROL ANTICONTAMINATOR

(PRET NISIP INCLUSIV TRANSPORTUL)

1.5*0.07*1431.61*2 = +300.64

=====================================================================================================

= 300.64

ROT = 301

7 DA02XA Scarificarea mecanica a platfoemei drumului

exec.autogrefer,adinc.necesara,cel putin 5 cm,impitruiri

100 mc 58,70

Pag 2

43210

SCARIFICARE ZESTRE EXISTENTA

4.1*1431/100 = +58.67

=====================================================================================================

= 58.67

ROT = 58.7



mc 1.010,00

Completare cu balast zestrea existenta

7*0.1*1431 =

+1,001.70

=====================================================================================================

= 1001.7

ROT = 1010

9 TSE05B1 Nivelarea cu autogreder de pana la 175 CP a suprafetei terenului

natural si a platformelor de terasamente,prin taierea damburilor si

deplasarea in goluri a pamantului sapat in:...teren catg.2

100 mp 93,80

1431*6.55/100 = +93.73

=====================================================================================================

= 93.73

ROT = 93.8

DA06B1 Strat de agregate naturale cilindrate, avand functia de rezidenta


mc 1.410,00

Strat de fundatie din balast

PRET INCLUSIV TRANSPORTUL

6.55*0.15*1431 =

+1,405.96

=====================================================================================================

= 1405.96

ROT = 1410

DA12B1 Strat de fundatie sau reprofilare din piatra sparta pentru drumuri,...cu

asternere mecanica executate cu impanare fara innoroire;

mc 1.310,00

Strat de piatra sparta

6.1*0.15*1431 =

+1,309.37

=====================================================================================================

= 1309.37

ROT = 1310



mc 451,00

Acostamente din balast

0.45*0.35*1431*2 = +450.77

=====================================================================================================

= 450.77

ROT = 451

14 DB10XA Strat de legatura (binder) de criblura executat lacald cu asternere

mecanica

tona 962,00

STRAT DE BINDER BADPC 25-5 CM

(PRET INCLUSIV TRANSPORTUL)

0.05*5.6*1431*2.4 = +961.63

=====================================================================================================

= 961.63

ROT = 962

15 DB02XA Amorsarea suprafetelor strat.de baza pt.aplicarea 1strat de uzura din

mixtura asf.cu bit.taiat,citom

100 mp 80,20

SUPRAFATA DE BINDER AMERSATA

PRET MATERIALE INCLUSIV TRANSPORTUL

5.6*1431/100 = +80.14

=====================================================================================================

= 80.14

ROT = 80.2

Pag 3

43210DB11H% îmbracaminti din beton asfaltic (uzura) cu agregate marunte executate

la cald în grosime de:...4 cm cu asternere mecanica;

mp 7.950,00

PRET INLCUSIV TRANSPORTUL

5.55*1431 =

+7,942.05

=====================================================================================================

= 7942.05

ROT = 7950

.L 20010520 NISIP BITUMAT SI DRESSING GRAS CU NISIP 0_3 MM SI 4%

BITUM IN INSTALATII LPX

t 23,85

.L 20010551 MIXTURI ASFALTICE PT STR BAZA EXEC LA CALD CU BITUM

SIAGREG CONCASATE DE 0-25 MM IN INST TIP LPX

t 747,30

Executant,

Director General,

Raport generat cu ISDP , www.devize.ro, e-mail: [email protected], tel.: 0236 477.007

Pag 4



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: Drumuri laterale - 5 buc



Antemasuratoare



432101 DRUMURI LATERALE L=20 M , 5 BUC




100 mc 3,48


5*(20*8.7*0.4)/100 = +3.48

=====================================================================================================

= 3.48

ROT = 3.48

3 TRA01A05

P


dist.= 5 km

tona 627,00


5(20*8.7*0.4)*1.8 = +626.40

=====================================================================================================

= 626.4

ROT = 627




teren catg.1 si 2

100 mp 8,70


5*(20*8.7)/100 = +8.70

=====================================================================================================

= 8.7

ROT = 8.7

5 DA03XA-as

im1



mc 60,90



5*(8.7*0.07*20) = +60.90

=====================================================================================================

= 60.9

ROT = 60.9



mc 31,50


5*(0.45*0.35*20*2) = +31.50

=====================================================================================================

= 31.5

ROT = 31.5



mc 91,50

Strat de balast

5*(6.1*0.15*20) = +91.50

=====================================================================================================

= 91.5

ROT = 91.5

Pag 5




100 mp 6,10

5*(6.1*20)/100 = +6.10

=====================================================================================================

= 6.1

ROT = 6.1



mc 91,50

STRAT DE piatra sparta


5*(6.1*20*0.15) = +91.50

=====================================================================================================

= 91.5

ROT = 91.5


mecanica

tona 67,20



5*(5.6*0.05*20)*2.4 = +67.20

=====================================================================================================

= 67.2

ROT = 67.2



100 mp 5,60



5*(5.6*20)/100 = +5.60

=====================================================================================================

= 5.6

ROT = 5.6

DB11H% îmbracaminti din beton asfaltic (uzura) cu agregate marunte executate


mp 555,00


5*(5.55*20) = +555.00

=====================================================================================================

= 555

ROT = 555



t 1,67



t 52,17

Executant,

Director General,


Pag 6



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: Sant pereat din beton L=1506 ml



Antemasuratoare



432102 TSA03B1 Sapatura manuala de pamant in spatii limitate,avand sub 1 m

latime,executata fara sprijiniri,cu taluz inclinat,la

fundatii,canale,etc...in teren necoeziv sau slab coeziv, consistent,

pana la 0,75 m adancime, teren mijlociu

mc 150,00

Sapatura manuala santuri 10%

1506*((2.72*(0.1+0.1)+0.45))*0.1 = +149.70

=====================================================================================================

= 149.7

ROT = 150

1 TSC17B1 Sapatura mecanica la rigole (cu sectiunea triunghiulara) cu

adancimea de 0.40 m,executata cu ajutorul autogrederului de pana la

175 CP,in:...teren catg 2

100 m 13,60

SAPATURA MECANICA CU AUTOGREDER 90%

1506*0.9/100 = +13.55

=====================================================================================================

= 13.55

ROT = 13.6

TSC35A1 Excavat,transport,cu incarcator frontal,la distante de :...incarcare in

autovehicul cu incarcator frontal pe senile de 0.5-0.99 mc,pamant din

teren categoria 1 la distanta < 10 m

100 mc 15,00

INCARCARE AUTO PAMANT REZULTAT SANTURI

1506*((2.72*(0.1+0.1)+0.45))/100 = +14.97

=====================================================================================================

= 14.97

ROT = 15

3 TRA01A05

P


dist.= 5 km

tona 2.400,00

TRANSPORT PAMANT REZULTAT DIN SANTURI

1506*((2.72*(0.1+0.1)+0.45))*1.6 =

+2,395.14

=====================================================================================================

= 2395.14

ROT = 2400

TSE05B1 Nivelarea cu autogreder de pana la 175 CP a suprafetei terenului



100 mp 41,00

NIVELARE SANTURI IN VEDEREA ASTERNERII BALASTULUI

1506*2.72/100 = +40.96

=====================================================================================================

= 40.96

ROT = 41



mc 407,00

Pag 7

43210

Balast

1506*0.27 = +406.62

=====================================================================================================

= 406.62

ROT = 407

CA01J1 Turnarea betonului simplu...marca ...1) în straturi de 5—20 cm, pentru

egalizari, la constructii edilitare (apeducte, canale, anexe, etc.)

mc 410,00

Pret beton inclusiv transportul

1506*2.72*0.1 = +409.63

=====================================================================================================

= 409.63

ROT = 410

.L 2100957 Beton de ciment B 200 stas 3622 mc 413,28

Executant,

Director General,


Pag 8



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: Sant de pamant



Antemasuratoare







mc 77,40


586*1.32*0.1 = +77.35

=====================================================================================================

= 77.35

ROT = 77.4




100 m 5,27


586*0.9/100 = +5.27

=====================================================================================================

= 5.27

ROT = 5.27

3 TSC35A1 Excavat,transport,cu incarcator frontal,la distante de :...incarcare in



100 mc 7,74


586*1.32/100 = +7.74

=====================================================================================================

= 7.74

ROT = 7.74

4 TRA01A05

P


dist.= 5 km

tona 1.240,00


586*1.32*1.6 =

+1,237.63

=====================================================================================================

= 1237.63

ROT = 1240




100 mp 16,90

NIVELARE SANTURI

586*2.87/100 = +16.82

=====================================================================================================

= 16.82

ROT = 16.9

Pag 9

43210

Executant,

Director General,


Pag 10



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: Podete diam 800 mm-1 buc



Antemasuratoare



432101 PODET TUBULAR 800 MM - 1 BUCATI

2 Demontare podet existent 1 buc

3 RLE2RC61

G

Demolarea elementelor din beton simplu sau din beton armat...placa

si dala prefabricata din beton armat cu grosimea de peste 15 cm

utilizand pentru demolare mijloace manuale

mc 3,50

4 DG05XB Decaparea imbracamintii cu stratul pina la 3 cm format din

imbrac.semiparmanente,asfalt turna pe bin

mp 54,00

2*1.8*15 = +54.00

=====================================================================================================

= 54

ROT = 54

5 TSC02A1 Sapatura mecanica cu excavator pe pneuri de 0.12-0.39 mc,cu

comanda hidraulica,in :...pamant cu umiditate naturala descarcare in

depozit teren catg 1

100 mc 0,15


autovehicul cu incarcator frontal pe pneuri de 1.5-4.0 mc,pamant din


100 mc 0,20

7 AUT1228A

1

Ora pr macara pe pneuri...br. telescop telemac ht125 2 schim ora 8,00

8 Podet tubular 800 mm - 1 buc

9 TSC04F11 Sapatura mecanica cu excavator pe senile de 0.71-1.25 mc,cu motor

ardere interna si comanda hidraulica,in:...pamant cu umiditate

naturala,descarcare in autovehicul teren catg 2 in conditiile

gospodaririi apelor

100 mc 0,41

SAPATURA MECANICA PODETE

1*(15*1.7*1.8)*0.9/100 = +0.41

=====================================================================================================

= .41

ROT = 0.41

10 TSA05B1 Sapatura manuala de pamant in spatii limitate,avand peste 1 m

latime,executata cu taluz inclinat,fara sprijiniri,pana la 6 m

adancime,cu evacuare manuala,la fundatii,subsoluri,canele etc...in

pamant cu umiditate naturala adancimea sapaturii 0-2 m teren

mijlociu

mc 4,59

SAPATURA MANUALA PODETE

1*(15*1.7*1.8)*0.1 = +4.59

=====================================================================================================

= 4.59

ROT = 4.59

11 TSE01XD Nivelarea manuala a terenurilor si platformelor cudenivelari de

10-20cm,in teren foarte tare

100 mp 0,27

NIVELARE PAT FUNDATIE

1*(15*1.8)/100 = +0.27

=====================================================================================================

= .27

ROT = 0.27

Pag 11

4321012 DA06A1 Strat de agregate naturale cilindrate, avand functia de rezidenta

filtranta, izolatoare, antigeliva si anticapilara, cu asternere...manuala;

mc 5,40

STRAT DE BALAST pentru pozare

1*(15*1.8*0.2) = +5.40

=====================================================================================================

= 5.4

ROT = 5.4

13 CA01A1 Turnarea betonului simplu...marca...1) în fundatii continue, izolate si

socluri cu volum pâna la 3 mc, inclusiv

mc 5,40

FUNDATIE DIN BETON

1*(15*1.8*0.2) = +5.40

=====================================================================================================

= 5.4

ROT = 5.4

13.L 2100957 Beton de ciment B 200 stas 3622 mc 5,44

14 PE01C1 Zidarie uscata in...drenuri la culei si zid. spij. din piatra bruta roca

sedimentara

mc 0,66

STRAT DRENANT

1*(0.2*((3.14*0.8*0.8)*7.5-(3.14*0.5*0.5)*15)) = +0.66

=====================================================================================================

= .66

ROT = 0.66

15 PF05A1 Hidroizolatii...la lucrari de arta din bitum filerizat aplicata la rece in

doua straturi

mp 11,80

1*(3.14*0.5*0.5*15) = +11.78

=====================================================================================================

= 11.78

ROT = 11.8



mc 15,30

Balast pentru umplutura

1*(0.85*15*1.2) = +15.30

=====================================================================================================

= 15.3

ROT = 15.3

17 PC02A1 Cofraje pentru beton elevatie si ziduri sprij. din panouri cu placaj p cu

suprafete...plane

mp 14,80

COFRAJE TIMPANE

1*(2*(1.6*1.8*2+0.5*1.6*2)) = +14.72

=====================================================================================================

= 14.72

ROT = 14.8

18 CZ0302B1 Confectionarea armaturilor din otel beton pentru beton armat în

elemente de constructii turnate în cofraje, exclusiv cele executate în

cofraje glisante...fasonarea barelor pentru pereti, grinzi, stâlpi si

diafragme la constructii obisnuite, în ateliere centralizate, OB 37 D=

10 - 16 mm

kg 28,00

ARMATURI LA TIMPANE

1*2*14 = +28.00

=====================================================================================================

= 28

ROT = 28

19 PD01A1 Montare armaturi pentru beton armat in fund. Radiere...elev. infrastr.

suprastr. pod grinzi drepte,cadre etc.

kg 28,00

1*2*14 = +28.00

=====================================================================================================

= 28

ROT = 28

20 PB10XG Beton simplu bc 15 (b 200) in elevatii sau partial elem.din beton armat mc 2,88

Pag 12

43210

BETON TIMPANE PODET

1*(2*(0.5*1.6*1.8)) = +2.88

=====================================================================================================

= 2.88

ROT = 2.88

21 PI06B1 Montarea elementelor prefabricate din beton armat cu macaraua pe

pneuri de...10-14,9 tf

buc 3,00

3 = +3.00

=====================================================================================================

= 3

ROT = 3

6419045 Tub aduct. premo D = 800 p = 15 L = 5 b600sbp islgc t2027 buc 3,00

3 = +3.00

=====================================================================================================

= 3

ROT = 3

23 AUT1228A

1


22 REGULARIZARE AVAL+amonte





mijlociu

mc 8,04

SAPATURA MANUALA

2*((3.6*2.00*0.40)+(0.5*1*2.28)) = +8.04

=====================================================================================================

= 8.04

ROT = 8.04



100 mp 0,14


2*((3.0*2.0)+(0.5*2.28))/100 = +0.14

=====================================================================================================

= .14

ROT = 0.14



mc 1,80

STRAT DE BALAST

2*((3.0*2.0*0.15)) = +1.80

=====================================================================================================

= 1.8

ROT = 1.8



mc 2,88

FUNDATIE DIN BETON

2*(2.0*0.1*3.0) = +1.20

2*(0.4*0.7*3.0) = +1.68

=====================================================================================================

= 2.88

ROT = 2.88


Executant,

Director General,


Pag 13



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: Podet diam 600 mm/5 buc



Antemasuratoare





3 RLE2RC61

G




mc 17,50

Betoane existente

5*3.5 = +17.50

=====================================================================================================

= 17.5

ROT = 17.5



mp 63,40

Desfacere structuri existente

5*(1.3*1.3*7.5) = +63.38

=====================================================================================================

= 63.38

ROT = 63.4




100 mc 0,75

Sapatura pentru demolarea podetelor existente

5*15/100 = +0.75

=====================================================================================================

= .75

ROT = 0.75




100 mc 1,00

Incarcare auto demolari

5*20/100 = +1.00

=====================================================================================================

= 1

ROT = 1

7 AUT1228A

1


Podet diam 600 mm-5 buc




gospodaririi apelor

100 mc 0,81


5*(7.5*1.5*1.6)*0.9/100 = +0.81

=====================================================================================================

= .81

ROT = 0.81

Pag 14





mijlociu

mc 9,00


5*(7.5*1.5*1.6)*0.1 = +9.00

=====================================================================================================

= 9

ROT = 9



100 mp 0,60


5*(7.5*1.6)/100 = +0.60

=====================================================================================================

= .6

ROT = 0.6



mc 9,75


5*(7.5*1.3*0.2) = +9.75

=====================================================================================================

= 9.75

ROT = 9.75



mc 9,75

FUNDATIE DIN BETON radier din beton

5*(0.2*1.3*7.5) = +9.75

=====================================================================================================

= 9.75

ROT = 9.75



sedimentara

mc 2,20

STRAT DRENANT

5*0.2*((3.14*0.5*0.5)*5.5)-((3.14*0.3*0.3)*7.5)) = +2.20

=====================================================================================================

= 2.2

ROT = 2.2


doua straturi

mp 10,60

5*(3.14*0.3*0.3)*7.5 = +10.60

=====================================================================================================

= 10.6

ROT = 10.6

DA06A1 Strat de agregate naturale cilindrate, avand functia de rezidenta


mc 17,30

BALAST UMPLUTURA

5*0.46*7.5 = +17.25

=====================================================================================================

= 17.25

ROT = 17.3


suprafete...plane

mp 73,60

COFRAJE TIMPANE

5*(2*(1.6*1.8*2+0.5*1.6*2)) = +73.60

=====================================================================================================

= 73.6

ROT = 73.6

Pag 15





10 - 16 mm

kg 140,00

ARMATURI LA TIMPANE

5*2*14 = +140.00

=====================================================================================================

= 140

ROT = 140



kg 140,00

5*2*14 = +140.00

=====================================================================================================

= 140

ROT = 140


BETON TIMPANE PODET

5*(2*(0.5*1.4*1.6)) = +11.20

=====================================================================================================

= 11.2

ROT = 11.2



buc 10,00

10 = +10.00

=====================================================================================================

= 10

ROT = 10

2701555 Tub azbociment pentru conducte sub presiune clasa 20 L = 5000 D =

600mm s 8425

buc 10,00

10 = +10.00

=====================================================================================================

= 10

ROT = 10

Executant,

Director General,


Pag 16



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: Podet tip C2



Antemasuratoare



432101 PODET TUBULAR tip C2 - 1 BUCATI




gospodaririi apelor

100 mc 0,58


1*(2.4*3*9)*0.9/100 = +0.58

=====================================================================================================

= .58

ROT = 0.58





mijlociu

mc 6,48


1*(2.4*3*9)*0.1 = +6.48

=====================================================================================================

= 6.48

ROT = 6.48



100 mp 27,00


1*(3*9) = +27.00

=====================================================================================================

= 27

ROT = 27

5 CB02B Cofraje din panouri refolosibile cu astereala din scândura, scurte si

subscurte...pentru turnarea betonului în fundatii continue, cuzineti,

fundatii-pahar, fundatii utilaje, inclusiv sprijinirile.

mp 29,30

Cofraje fundatie

1*(2*(2.6*1.2)+2*(9.6*1.2)) = +29.28

=====================================================================================================

= 29.28

ROT = 29.3



mc 26,00

FUNDATIE DIN BETON RADIER

1*(1.2*2.4*9) = +25.92

=====================================================================================================

= 25.92

ROT = 26


7 CB01XA Cofraje din scinduri de rasinoase pt.turnare bet. de monolitizare intre

elem.prefabricate(plansee,gr

mp 5,36

Pag 17

43210

Cofraje radier dren

1*((9.72*0.5)+2*(0.5*0.5)) = +5.36

=====================================================================================================

= 5.36

ROT = 5.36

8 CA02G1 Turnarea betonului armat in elementele constructiilor , exclusiv cele

executate in cofraje glisante...marca ...1) la constructii cu înaltimea

pâna la 35 m inclusiv în pereti si diafragme cu grosime pâna la 30 cm

inclusiv

mc 4,88

Turnare beton dren

1*(9.75*0.5*0.5)*2 = +4.88

=====================================================================================================

= 4.88

ROT = 4.88



sedimentara

mc 17,10

DREN FILTRU INVERS

1*2*(0.5*1.9*9) = +17.10

=====================================================================================================

= 17.1

ROT = 17.1


doua straturi

mp 83,90

1*(2*(9.75*1.9)) = +37.05

1*(4.8*9.75) = +46.80

=====================================================================================================

= 83.85

ROT = 83.9

11 Fundatie A2




gospodaririi apelor

100 mc 0,13

SAPATURA MECANICA FUNDATIE A2

4*(1*1.2*3)*0.9/100 = +0.13

=====================================================================================================

= .13

ROT = 0.13





mijlociu

mc 1,44

SAPATURA MANUALA FUNDATIE A2

4*(1.2*3*1)*0.1 = +1.44

=====================================================================================================

= 1.44

ROT = 1.44



100 mp 12,00


4*(3*1) = +12.00

=====================================================================================================

= 12

ROT = 12




mp 38,40

Pag 18

43210

Cofraje fundatie fUNDATIE A2

4*((1+1+3+3)*1.2) = +38.40

=====================================================================================================

= 38.4

ROT = 38.4



mc 14,40

FUNDATIE DIN BETON FUNDATIE A2

4*(1*3*1.2) = +14.40

=====================================================================================================

= 14.4

ROT = 14.4


17 PREFABRICATE SI MONTARE PREFABRICATE

18 PI06C1 Montarea elementelor prefabricate din beton armat cu macaraua pe


buc 12,00

PREBRICATE T2 INCLUSIV TRANSPORTUL

2 = +2.00

PREFABRICATE A2 INCLUSIV TRANSPORTUL

4 = +4.00

PREFABRICATE C2 INCLUSIV TRANSPORTUL

6 = +6.00

=====================================================================================================

= 12

ROT = 12

19 6422951 Element pentru pod.tron.tip c2 b.arm inc.spal.L = 1,6m lum 2 buc 6,00

20 6424636 Timpan din bet.armat pentru pod.tip t2 1 M pr.nr dp-80/d buc 2,00

21 6424600 Aripa B.A. pt.pod. a2 H = 2,8 M pr.nr.dp-80/d buc 4,00

22 REGULARIZARE AVAL+REGULARIZARE AMONTE





mijlociu

mc 10,70

SAPATURA MANUALA

2*((3.6*2.8*0.35)+(0.5*1*3.6)) = +10.66

=====================================================================================================

= 10.66

ROT = 10.7



100 mp 0,24


2*((3.6*2.8)+(0.5*3.6))/100 = +0.24

=====================================================================================================

= .24

ROT = 0.24



mc 3,02

STRAT DE BALAST

2*((3.6*2.8*0.15)) = +3.02

=====================================================================================================

= 3.02

ROT = 3.02



mc 5,62

FUNDATIE DIN BETON

2*(2.8*0.1*3.6) = +2.02

2*(0.5*1*3.6) = +3.60

=====================================================================================================

= 5.62

ROT = 5.62

Pag 19


Executant,

Director General,


Pag 20



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: MARCAJE ORIZONTALE SI SEMNALIZARE VERTICALA



Antemasuratoare



43210DF16A1 Marcaje rutiere longitudinale, simple sau duble, cu intreruperi sau

continue, executate mecanizat cu vopsea de ...email cu microbile de

sticla;

km 4,29

4290/1000 = +4.29

=====================================================================================================

= 4.29

ROT = 4.29

DF18A1 Plantarea stilpilor pentru indicatoare de circulatie rutiera din :...metal,

confectionati industrial ;

buc 22,00

22 = +22.00

=====================================================================================================

= 22

ROT = 22


.L 6301793 Stilp metalic confectionat industrial buc 22,00

DF02C1 Plantarea indicatorilor kilometrici, inclusiv ...vopsirea, scrierea si

executarea movilelor la ramblee cu inaltimea de peste 1 m, cu

executarea unei platforme pavate, la drumuri modernizate;

buc 15,00

15 = +15.00

=====================================================================================================

= 15

ROT = 15

Executant,

Director General,


Pag 21



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I

ANTEMASURATOARE: INTERSECTIE CU DN



Antemasuratoare



432101 LUCRARI DE TERASAMENTE




100 mc 2,30

DECAPARE PAMANT VEGETAL PT CASETE DE LARGIRE

287*0.8/100 = +2.30

=====================================================================================================

= 2.3

ROT = 2.3

3 RPCB07B Demolarea betoanelor vechi prin demolari si spargeri ale betonului

simplu sau armat vechi

mc 3,60

DEMOLARE STRUCTURI DIN BETON

12*0.15*2 = +3.60

=====================================================================================================

= 3.6

ROT = 3.6

4 TRA01A05

P


dist.= 5 km

tona 399,00

TRANSPORT PAMANT DECAPAT DIN CASETE+BETOANE

287*0.8*1.7 = +390.32

12*0.15*2*2.4 = +8.64

=====================================================================================================

= 398.96

ROT = 399

5 TSD03A1 Imprastierea pamantului afanat provenit din teren categoria 1 sau 2 si

categoria 3 sau 4,executata cu buldozer pe tractor cu senile de

81-180 CP,in straturi cu grosimea de :...15-20 cm,teren catg. 1 sau 2

100 mc 2,33

IMPRASTIERE PAMANT DIN CASETE IN DEPOZIT

287*0.8/100 = +2.30

12*0.15*2/100 = +0.04

=====================================================================================================

= 2.33

ROT = 2.33



mc 217,00

UMPLUTURI DE BALAST LA TERASAMNETE

217 = +217.00

=====================================================================================================

= 217

ROT = 217

7 DA03XA-as

im1



mc 20,10



287*0.07 = +20.09

=====================================================================================================

= 20.09

ROT = 20.1

Pag 22




teren catg.1 si 2

100 mp 2,87


287*1/100 = +2.87

=====================================================================================================

= 2.87

ROT = 2.87



mc 84,00

STRAT DE BALAST DE 30 CM

280*0.30 = +84.00

=====================================================================================================

= 84

ROT = 84

10 TSH41B1 Protejarea si inierbarea taluzelor cu inclinare maxima de 2:3,expuse

la eroziune,cu NETEZON (material netesut

inierbat),folosind:...ingrasamant mineral

mp 270,00

INIERBARE TALUZ CU BRAZDE

140+130 = +270.00

=====================================================================================================

= 270

ROT = 270

11 SUPRASTRUCTURA INTERSECTIE

12 RpDC35D

%

Repararea structurilor rutiere degradate din mixturi asfaltice (uzura si

stratul de baza prin reciclarea in profunzime cu reciclatorul WIRTGEN

- WR 4200 de 400 t/h productivitate), cu frezarea prestabilita pana la

10 cm grosime si adaugarea de materiale noi (criblura dublu

concasata si pietris ciuruit, executata:...cu lianti hidraulici

(apa/ciment) si criblura cu 41-50 % materiale noi adaugate-criblura

3-16mm

mp 900,00

FREZAREA SUPRAFETEI DE BETON

100*9 = +900.00

=====================================================================================================

= 900

ROT = 900

13 DA12B1 Strat de fundatie sau reprofilare din piatra sparta pentru drumuri,...cu


mc 68,80


275*0.25 = +68.75

=====================================================================================================

= 68.75

ROT = 68.8

14 DA19A1-as

im

ASIMILAT-Asternere geogrile antifisura mp 1.190,00

1190 =

+1,190.00

=====================================================================================================

= 1190

ROT = 1190

15 DB14B1 Strat de baza din mixturi asfaltice executat la cald ...cu asternere

mecanica;

tona 51,90

STRAT AB2 8 CM

270*0.08*2.4 = +51.84

=====================================================================================================

= 51.84

ROT = 51.9

15.L 20018324 Mixtura asfaltica tip AB2 t 52,06

Pag 23

4321016 DB02D1 Amorsarea suprafetelor straturilor de baza sau a imbracamintilor

existente in ...vvederea aplicarii unui strat de uzura din mixtura

asfaltica, executata cu: emulsie cationica cu rupere rapida

100 mp 2,70

Amorsare AB2 in vederea asternerii BINDERULUI

270/100 = +2.70

=====================================================================================================

= 2.7

ROT = 2.7


mecanica

tona 172,00

Asternere strat de binder 6 cm

1190*0.06*2.4 = +171.36

=====================================================================================================

= 171.36

ROT = 172




100 mp 11,90

Amorsare binder in vederea asternerii uzurii

1190/100 = +11.90

=====================================================================================================

= 11.9

ROT = 11.9

19 DB11H% îmbracaminti din beton asfaltic (uzura) cu agregate marunte executate


mp 1.190,00

Asternere strat de uzura

1190 =

+1,190.00

=====================================================================================================

= 1190

ROT = 1190

19.L 20010477 NISIP BITUMAT SI DRESSING GRAS CU NISIP CL3 MM SI 4%

BITUM IN INSTALATII ANG

t 3,57

19.L 20010542 MIXTURI ASFALTICE CU BITUM SI AGREG NAT DE BALAST DE

0-16 MM IN INST TIP LPX

t 111,86

20 SEMNALIZARE +SIGURANTA CIRCULATIEI

21 DB23F% Borduri prefabricate din beton pentru trotuare, alei, spatii verzi cu

dimensiunea de:...24X25 cm, pe fundatie de beton de 35X20 cm;

m 32,00

32 = +32.00

=====================================================================================================

= 32

ROT = 32

22 RCSA06B

%

Umplutura de pamant, exec.in str.oriz. 20-30cm, udate si batute cu

placa vibratoare, incl.imprastiat

mc 40,00

40 = +40.00

=====================================================================================================

= 40

ROT = 40

23 DF18XA Parapete deformabile tip semigreu din elem.met.cf.stas 1948/87 tip

b7 amplasate pe ramblee

m 110,00

55+55 = +110.00

=====================================================================================================

= 110

ROT = 110

24 DF16A1 Marcaje rutiere longitudinale, simple sau duble, cu intreruperi sau


sticla;

km 0,30

Pag 24

43210

300/1000 = +0.30

=====================================================================================================

= .3

ROT = 0.3

25 DF17A1 Marcaje longitudinale, transversale si diverse ...executate mecanizat,

cu vopsea de pe suprafete carosabile.

mp 40,00

26 DF18A1 Plantarea stilpilor pentru indicatoare de circulatie rutiera din :...metal,


buc 9,00

9 = +9.00

=====================================================================================================

= 9

ROT = 9


26.L 6301793 Stilp metalic confectionat industrial buc 9,00

27 AMENAJARE ALBIE SANT IN LUNGUL DN L=110 ML





mc 110,00

Sapatura manuala santuri

110*((2.72*(0.1+0.1)+0.45)) = +109.34

=====================================================================================================

= 109.34

ROT = 110




100 mc 1,09


110*((2.72*(0.1+0.1)+0.45))/100 = +1.09

=====================================================================================================

= 1.09

ROT = 1.09

30 TRA01A05

P


dist.= 5 km

tona 175,00


110*((2.72*(0.1+0.1)+0.45))*1.6 = +174.94

=====================================================================================================

= 174.94

ROT = 175




100 mp 2,99


110*2.72/100 = +2.99

=====================================================================================================

= 2.99

ROT = 2.99



mc 29,70

Balast

110*0.27 = +29.70

=====================================================================================================

= 29.7

ROT = 29.7

33 CA01J1 Turnarea betonului simplu...marca ...1) în straturi de 5—20 cm, pentru


mc 30,00

Pag 25

43210


110*2.72*0.1 = +29.92

=====================================================================================================

= 29.92

ROT = 30


Executant,

Director General,


Pag 26



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson I axa 2




Antemasuratoare



432101 DRUM L=1580




100 mc 42,10


1580*2.66/100 = +42.03

=====================================================================================================

= 42.03

ROT = 42.1

3 TRA01A05

P


dist.= 5 km

tona 6.730,00


1580*2.66*1.6 =

+6,724.48

=====================================================================================================

= 6724.48

ROT = 6730




teren catg.1 si 2

100 mp 42,10


1580*2.66/100 = +42.03

=====================================================================================================

= 42.03

ROT = 42.1

6 DA03XA-as

im1



mc 943,00



8.52*0.07*1580 = +942.31

=====================================================================================================

= 942.31

ROT = 943




100 mp 135,00

1580*8.52/100 = +134.62

=====================================================================================================

= 134.62

ROT = 135



mc 2.650,00

Pag 27

43210



6.7*0.25*1580 =

+2,646.50

=====================================================================================================

= 2646.5

ROT = 2650



mc 1.440,00


6.05*0.15*1580 =

+1,433.85

=====================================================================================================

= 1433.85

ROT = 1440



mc 1.300,00


0.41*1580*2 =

+1,295.60

=====================================================================================================

= 1295.6

ROT = 1300


mecanica

tona 1.070,00



0.05*5.63*1580*2.4 =

+1,067.45

=====================================================================================================

= 1067.45

ROT = 1070



100 mp 88,50



5.6*1580/100 = +88.48

=====================================================================================================

= 88.48

ROT = 88.5



mp 8.770,00


5.55*1580 =

+8,769.00

=====================================================================================================

= 8769

ROT = 8770



t 26,31



t 824,38

Executant,

Director General,


Pag 28



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare







100 mc 5,57


8*(20*8.7*0.4)/100 = +5.57

=====================================================================================================

= 5.57

ROT = 5.57

3 TRA01A05

P


dist.= 5 km

tona 1.010,00


8*(20*8.7*0.4)*1.8 =

+1,002.24

=====================================================================================================

= 1002.24

ROT = 1010




teren catg.1 si 2

100 mp 14,00


8*(20*8.7)/100 = +13.92

=====================================================================================================

= 13.92

ROT = 14

5 DA03XA-as

im1



mc 95,50



8*(8.52*0.07*20) = +95.42

=====================================================================================================

= 95.42

ROT = 95.5



mc 46,00


8*(0.41*0.35*20*2) = +45.92

=====================================================================================================

= 45.92

ROT = 46



mc 262,00

Pag 29

43210

Strat de balast

8*(6.55*0.25*20) = +262.00

=====================================================================================================

= 262

ROT = 262




100 mp 10,50

8*(6.55*20)/100 = +10.48

=====================================================================================================

= 10.48

ROT = 10.5



mc 147,00



8*(6.1*20*0.15) = +146.40

=====================================================================================================

= 146.4

ROT = 147


mecanica

tona 108,00



8*(5.6*0.05*20)*2.4 = +107.52

=====================================================================================================

= 107.52

ROT = 108



100 mp 8,96



8*(5.6*20)/100 = +8.96

=====================================================================================================

= 8.96

ROT = 8.96



mp 555,00


5*(5.55*20) = +555.00

=====================================================================================================

= 555

ROT = 555



t 1,67



t 52,17

Executant,

Director General,


Pag 30



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare







mc 219,00


2199*((2.72*(0.1+0.1)+0.45))*0.1 = +218.58

=====================================================================================================

= 218.58

ROT = 219




100 m 19,80


2199*0.9/100 = +19.79

=====================================================================================================

= 19.79

ROT = 19.8




100 mc 21,90


2199*((2.72*(0.1+0.1)+0.45))/100 = +21.86

=====================================================================================================

= 21.86

ROT = 21.9

3 TRA01A05

P


dist.= 5 km

tona 3.500,00


2199*((2.72*(0.1+0.1)+0.45))*1.6 =

+3,497.29

=====================================================================================================

= 3497.29

ROT = 3500




100 mp 59,90


2199*2.72/100 = +59.81

=====================================================================================================

= 59.81

ROT = 59.9



mc 594,00

Pag 31

43210

Balast

2199*0.27 = +593.73

=====================================================================================================

= 593.73

ROT = 594



mc 599,00


2199*2.72*0.1 = +598.13

=====================================================================================================

= 598.13

ROT = 599


Executant,

Director General,


Pag 32



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS




ANTEMASURATOARE: Sant de pamant L=752



Antemasuratoare







mc 99,30


752*1.32*0.1 = +99.26

=====================================================================================================

= 99.26

ROT = 99.3




100 m 6,77


752*0.9/100 = +6.77

=====================================================================================================

= 6.77

ROT = 6.77




100 mc 9,93


752*1.32/100 = +9.93

=====================================================================================================

= 9.93

ROT = 9.93

4 TRA01A05

P


dist.= 5 km

tona 1.590,00


752*1.32*1.6 =

+1,588.22

=====================================================================================================

= 1588.22

ROT = 1590




100 mp 21,60

NIVELARE SANTURI

752*2.87/100 = +21.58

=====================================================================================================

= 21.58

ROT = 21.6

Pag 33

43210

Executant,

Director General,


Pag 34



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare




2 Demontare constructii existente



mp 108,00

2*2*1.8*15 = +108.00

=====================================================================================================

= 108

ROT = 108





gospodaririi apelor

100 mc 0,83


2*(15*1.7*1.8)*0.9/100 = +0.83

=====================================================================================================

= .83

ROT = 0.83





mijlociu

mc 9,18


2*(15*1.7*1.8)*0.1 = +9.18

=====================================================================================================

= 9.18

ROT = 9.18



100 mp 0,54


2*(15*1.8)/100 = +0.54

=====================================================================================================

= .54

ROT = 0.54



mc 10,80


2*(15*1.8*0.2) = +10.80

=====================================================================================================

= 10.8

ROT = 10.8



mc 10,80

Pag 35

43210

FUNDATIE DIN BETON

2*(15*1.8*0.2) = +10.80

=====================================================================================================

= 10.8

ROT = 10.8



sedimentara

mc 1,32

STRAT DRENANT

2*(0.2*((3.14*0.8*0.8)*7.5-(3.14*0.5*0.5)*15)) = +1.32

=====================================================================================================

= 1.32

ROT = 1.32


doua straturi

mp 23,60

2*(3.14*0.5*0.5*15) = +23.55

=====================================================================================================

= 23.55

ROT = 23.6



mc 30,60


2*(0.85*15*1.2) = +30.60

=====================================================================================================

= 30.6

ROT = 30.6


suprafete...plane

mp 29,50

COFRAJE TIMPANE

2*(2*(1.6*1.8*2+0.5*1.6*2)) = +29.44

=====================================================================================================

= 29.44

ROT = 29.5





10 - 16 mm

kg 56,00

ARMATURI LA TIMPANE

2*2*14 = +56.00

=====================================================================================================

= 56

ROT = 56



kg 56,00

2*2*14 = +56.00

=====================================================================================================

= 56

ROT = 56


BETON TIMPANE PODET

2*(2*(0.5*1.6*1.8)) = +5.76

=====================================================================================================

= 5.76

ROT = 5.76



buc 4,00

Pag 36

43210

4 = +4.00

=====================================================================================================

= 4

ROT = 4


4 = +4.00

=====================================================================================================

= 4

ROT = 4

23 AUT1228A

1


22 REGULARIZARE AVAL





mijlociu

mc 16,10

SAPATURA MANUALA

2*2*((3.6*2.00*0.40)+(0.5*1*2.28)) = +16.08

=====================================================================================================

= 16.08

ROT = 16.1



100 mp 0,29


2*2*((3.0*2.0)+(0.5*2.28))/100 = +0.29

=====================================================================================================

= .29

ROT = 0.29



mc 3,60

STRAT DE BALAST

2*2*((3.0*2.0*0.15)) = +3.60

=====================================================================================================

= 3.6

ROT = 3.6



mc 5,76

FUNDATIE DIN BETON

2*2*(2.0*0.1*3.0) = +2.40

2*2*(0.4*0.7*3.0) = +3.36

=====================================================================================================

= 5.76

ROT = 5.76


Executant,

Director General,


Pag 37



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare





3 RLE2RC61

G




mc 24,50

Betoane existente

7*3.5 = +24.50

=====================================================================================================

= 24.5

ROT = 24.5



mp 88,80


7*(1.3*1.3*7.5) = +88.73

=====================================================================================================

= 88.73

ROT = 88.8




100 mc 1,05


7*15/100 = +1.05

=====================================================================================================

= 1.05

ROT = 1.05




100 mc 1,40


7*20/100 = +1.40

=====================================================================================================

= 1.4

ROT = 1.4

7 AUT1228A

1






gospodaririi apelor

100 mc 1,13


7*(7.5*1.5*1.6)*0.9/100 = +1.13

=====================================================================================================

= 1.13

ROT = 1.13

Pag 38





mijlociu

mc 12,60


7*(7.5*1.5*1.6)*0.1 = +12.60

=====================================================================================================

= 12.6

ROT = 12.6



100 mp 0,84


7*(7.5*1.6)/100 = +0.84

=====================================================================================================

= .84

ROT = 0.84



mc 13,70


7*(7.5*1.3*0.2) = +13.65

=====================================================================================================

= 13.65

ROT = 13.7



mc 13,70


7*(0.2*1.3*7.5) = +13.65

=====================================================================================================

= 13.65

ROT = 13.7



sedimentara

mc 3,93

STRAT DRENANT

7*0.2*((3.14*0.5*0.5)*5.5)-((3.14*0.3*0.3)*7.5)) = +3.93

=====================================================================================================

= 3.93

ROT = 3.93


doua straturi

mp 14,90

7*(3.14*0.3*0.3)*7.5 = +14.84

=====================================================================================================

= 14.84

ROT = 14.9



mc 24,20

BALAST UMPLUTURA

7*0.46*7.5 = +24.15

=====================================================================================================

= 24.15

ROT = 24.2


suprafete...plane

mp 104,00

COFRAJE TIMPANE

7*(2*(1.6*1.8*2+0.5*1.6*2)) = +103.04

=====================================================================================================

= 103.04

ROT = 104

Pag 39





10 - 16 mm

kg 196,00

ARMATURI LA TIMPANE

7*2*14 = +196.00

=====================================================================================================

= 196

ROT = 196



kg 196,00

7*2*14 = +196.00

=====================================================================================================

= 196

ROT = 196


BETON TIMPANE PODET

7*(2*(0.5*1.4*1.6)) = +15.68

=====================================================================================================

= 15.68

ROT = 15.7



buc 14,00

14 = +14.00

=====================================================================================================

= 14

ROT = 14


600mm s 8425

buc 14,00

14 = +14.00

=====================================================================================================

= 14

ROT = 14

Executant,

Director General,


Pag 40



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare





sticla;

km 4,74

4740/1000 = +4.74

=====================================================================================================

= 4.74

ROT = 4.74



buc 27,00

27 = +27.00

=====================================================================================================

= 27

ROT = 27






buc 16,00

16 = +16.00

=====================================================================================================

= 16

ROT = 16

Executant,

Director General,


Pag 41



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS



OBIECTUL: Tronson II




Antemasuratoare



432101 DRUM L=2114




100 mc 74,50


2114*3.52/100 = +74.41

=====================================================================================================

= 74.41

ROT = 74.5

3 TRA01A05

P


dist.= 5 km

tona 12.000,00


2114*3.52*1.6 =

+11,906.05

=====================================================================================================

= 11906.05

ROT = 12000




teren catg.1 si 2

100 mp 74,50


2114*3.52/100 = +74.41

=====================================================================================================

= 74.41

ROT = 74.5



mc 1.170,00

UMPLUTURA DIN BALAST

1168 =

+1,168.00

=====================================================================================================

= 1168

ROT = 1170




100 mp 142,00

2114*6.7/100 = +141.64

=====================================================================================================

= 141.64

ROT = 142



mc 2.130,00

Pag 42

43210



6.70*0.15*2114 =

+2,124.57

=====================================================================================================

= 2124.57

ROT = 2130



mc 1.920,00


6.05*0.15*2114 =

+1,918.46

=====================================================================================================

= 1918.46

ROT = 1920



mc 1.740,00


0.41*2114*2 =

+1,733.48

=====================================================================================================

= 1733.48

ROT = 1740


mecanica

tona 1.430,00



0.05*5.63*2114*2.4 =

+1,428.22

=====================================================================================================

= 1428.22

ROT = 1430



100 mp 119,00



5.6*2114/100 = +118.38

=====================================================================================================

= 118.38

ROT = 119



mp 11.800,00


5.55*2114 =

+11,732.70

=====================================================================================================

= 11732.7

ROT = 11800



t 35,40



t 1.109,20

Executant,

Director General,


Pag 43



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare







100 mc 3,48


5*(20*8.7*0.4)/100 = +3.48

=====================================================================================================

= 3.48

ROT = 3.48

3 TRA01A05

P


dist.= 5 km

tona 627,00


5(20*8.7*0.4)*1.8 = +626.40

=====================================================================================================

= 626.4

ROT = 627




teren catg.1 si 2

100 mp 8,70


5*(20*8.7)/100 = +8.70

=====================================================================================================

= 8.7

ROT = 8.7

5 DA03XA-as

im1



mc 60,90



5*(8.7*0.07*20) = +60.90

=====================================================================================================

= 60.9

ROT = 60.9



mc 31,50


5*(0.45*0.35*20*2) = +31.50

=====================================================================================================

= 31.5

ROT = 31.5



mc 91,50

Strat de balast

5*(6.1*0.15*20) = +91.50

=====================================================================================================

= 91.5

ROT = 91.5

Pag 44




100 mp 6,10

5*(6.1*20)/100 = +6.10

=====================================================================================================

= 6.1

ROT = 6.1



mc 91,50



5*(6.1*20*0.15) = +91.50

=====================================================================================================

= 91.5

ROT = 91.5


mecanica

tona 67,20



5*(5.6*0.05*20)*2.4 = +67.20

=====================================================================================================

= 67.2

ROT = 67.2



100 mp 5,60



5*(5.6*20)/100 = +5.60

=====================================================================================================

= 5.6

ROT = 5.6



mp 555,00


5*(5.55*20) = +555.00

=====================================================================================================

= 555

ROT = 555



t 1,67



t 52,17

Executant,

Director General,


Pag 45



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare







mc 207,00


2078*((2.72*(0.1+0.1)+0.45))*0.1 = +206.55

=====================================================================================================

= 206.55

ROT = 207




100 m 18,80


2078*0.9/100 = +18.70

=====================================================================================================

= 18.7

ROT = 18.8




100 mc 20,70


2078*((2.72*(0.1+0.1)+0.45))/100 = +20.66

=====================================================================================================

= 20.66

ROT = 20.7

3 TRA01A05

P


dist.= 5 km

tona 3.310,00


2078*((2.72*(0.1+0.1)+0.45))*1.6 =

+3,304.85

=====================================================================================================

= 3304.85

ROT = 3310




100 mp 56,60


2078*2.72/100 = +56.52

=====================================================================================================

= 56.52

ROT = 56.6



mc 562,00

Pag 46

43210

Balast

2078*0.27 = +561.06

=====================================================================================================

= 561.06

ROT = 562



mc 566,00


2078*2.72*0.1 = +565.22

=====================================================================================================

= 565.22

ROT = 566


Executant,

Director General,


Pag 47



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS




ANTEMASURATOARE: Sant de pamant L=1355 M



Antemasuratoare







mc 179,00


1355*1.32*0.1 = +178.86

=====================================================================================================

= 178.86

ROT = 179




100 m 12,20


1355*0.9/100 = +12.20

=====================================================================================================

= 12.2

ROT = 12.2




100 mc 17,90


1355*1.32/100 = +17.89

=====================================================================================================

= 17.89

ROT = 17.9

4 TRA01A05

P


dist.= 5 km

tona 2.870,00


1355*1.32*1.6 =

+2,861.76

=====================================================================================================

= 2861.76

ROT = 2870




100 mp 38,90

NIVELARE SANTURI

1355*2.87/100 = +38.89

=====================================================================================================

= 38.89

ROT = 38.9

Pag 48

43210

Executant,

Director General,


Pag 49



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare




2 Demontare LUCRARI EXISTENTE



mp 54,00

2*1.8*15 = +54.00

=====================================================================================================

= 54

ROT = 54





gospodaririi apelor

100 mc 0,41


1*(15*1.7*1.8)*0.9/100 = +0.41

=====================================================================================================

= .41

ROT = 0.41





mijlociu

mc 4,59


1*(15*1.7*1.8)*0.1 = +4.59

=====================================================================================================

= 4.59

ROT = 4.59



100 mp 0,27


1*(15*1.8)/100 = +0.27

=====================================================================================================

= .27

ROT = 0.27



mc 5,40


1*(15*1.8*0.2) = +5.40

=====================================================================================================

= 5.4

ROT = 5.4



mc 5,40

Pag 50

43210

FUNDATIE DIN BETON

1*(15*1.8*0.2) = +5.40

=====================================================================================================

= 5.4

ROT = 5.4



sedimentara

mc 0,66

STRAT DRENANT

1*(0.2*((3.14*0.8*0.8)*7.5-(3.14*0.5*0.5)*15)) = +0.66

=====================================================================================================

= .66

ROT = 0.66


doua straturi

mp 11,80

1*(3.14*0.5*0.5*15) = +11.78

=====================================================================================================

= 11.78

ROT = 11.8



mc 15,30


1*(0.85*15*1.2) = +15.30

=====================================================================================================

= 15.3

ROT = 15.3


suprafete...plane

mp 14,80

COFRAJE TIMPANE

1*(2*(1.6*1.8*2+0.5*1.6*2)) = +14.72

=====================================================================================================

= 14.72

ROT = 14.8





10 - 16 mm

kg 28,00

ARMATURI LA TIMPANE

1*2*14 = +28.00

=====================================================================================================

= 28

ROT = 28



kg 28,00

1*2*14 = +28.00

=====================================================================================================

= 28

ROT = 28


BETON TIMPANE PODET

1*(2*(0.5*1.6*1.8)) = +2.88

=====================================================================================================

= 2.88

ROT = 2.88



buc 2,00

Pag 51

43210

2 = +2.00

=====================================================================================================

= 2

ROT = 2


2 = +2.00

=====================================================================================================

= 2

ROT = 2

23 AUT1228A

1


22 REGULARIZARE AVAL+amonte





mijlociu

mc 8,04

SAPATURA MANUALA

2*((3.6*2.00*0.40)+(0.5*1*2.28)) = +8.04

=====================================================================================================

= 8.04

ROT = 8.04



100 mp 0,14


2*((3.0*2.0)+(0.5*2.28))/100 = +0.14

=====================================================================================================

= .14

ROT = 0.14



mc 1,80

STRAT DE BALAST

2*((3.0*2.0*0.15)) = +1.80

=====================================================================================================

= 1.8

ROT = 1.8



mc 2,88

FUNDATIE DIN BETON

2*(2.0*0.1*3.0) = +1.20

2*(0.4*0.7*3.0) = +1.68

=====================================================================================================

= 2.88

ROT = 2.88


Executant,

Director General,


Pag 52



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare





3 RLE2RC61

G




mc 17,50

Betoane existente

5*3.5 = +17.50

=====================================================================================================

= 17.5

ROT = 17.5



mp 63,40


5*(1.3*1.3*7.5) = +63.38

=====================================================================================================

= 63.38

ROT = 63.4




100 mc 0,75


5*15/100 = +0.75

=====================================================================================================

= .75

ROT = 0.75




100 mc 1,00


5*20/100 = +1.00

=====================================================================================================

= 1

ROT = 1

7 AUT1228A

1






gospodaririi apelor

100 mc 0,81


5*(7.5*1.5*1.6)*0.9/100 = +0.81

=====================================================================================================

= .81

ROT = 0.81

Pag 53





mijlociu

mc 9,00


5*(7.5*1.5*1.6)*0.1 = +9.00

=====================================================================================================

= 9

ROT = 9



100 mp 0,60


5*(7.5*1.6)/100 = +0.60

=====================================================================================================

= .6

ROT = 0.6



mc 9,75


5*(7.5*1.3*0.2) = +9.75

=====================================================================================================

= 9.75

ROT = 9.75



mc 9,75


5*(0.2*1.3*7.5) = +9.75

=====================================================================================================

= 9.75

ROT = 9.75



sedimentara

mc 2,20

STRAT DRENANT

5*0.2*((3.14*0.5*0.5)*5.5)-((3.14*0.3*0.3)*7.5)) = +2.20

=====================================================================================================

= 2.2

ROT = 2.2


doua straturi

mp 10,60

5*(3.14*0.3*0.3)*7.5 = +10.60

=====================================================================================================

= 10.6

ROT = 10.6



mc 17,30

BALAST UMPLUTURA

5*0.46*7.5 = +17.25

=====================================================================================================

= 17.25

ROT = 17.3


suprafete...plane

mp 73,60

COFRAJE TIMPANE

5*(2*(1.6*1.8*2+0.5*1.6*2)) = +73.60

=====================================================================================================

= 73.6

ROT = 73.6

Pag 54





10 - 16 mm

kg 140,00

ARMATURI LA TIMPANE

5*2*14 = +140.00

=====================================================================================================

= 140

ROT = 140



kg 140,00

5*2*14 = +140.00

=====================================================================================================

= 140

ROT = 140


BETON TIMPANE PODET

5*(2*(0.5*1.4*1.6)) = +11.20

=====================================================================================================

= 11.2

ROT = 11.2



buc 10,00

10 = +10.00

=====================================================================================================

= 10

ROT = 10


600mm s 8425

buc 10,00

10 = +10.00

=====================================================================================================

= 10

ROT = 10

Executant,

Director General,


Pag 55



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS




ANTEMASURATOARE: Podet tip C2



Antemasuratoare



432101 PODET TUBULAR tip C2 - 1 BUCATI




gospodaririi apelor

100 mc 0,12

SAPATURA MECANICA INDEPARTARE PAMANT VEGETAL

1*(0.5*3*9)*0.9/100 = +0.12

=====================================================================================================

= .12

ROT = 0.12





mijlociu

mc 1,35


1*(0.5*3*9)*0.1 = +1.35

=====================================================================================================

= 1.35

ROT = 1.35



100 mp 27,00


1*(3*9) = +27.00

=====================================================================================================

= 27

ROT = 27




mp 29,30

Cofraje fundatie

1*(2*(2.6*1.2)+2*(9.6*1.2)) = +29.28

=====================================================================================================

= 29.28

ROT = 29.3



mc 26,00

FUNDATIE DIN BETON RADIER

1*(1.2*2.4*9) = +25.92

=====================================================================================================

= 25.92

ROT = 26


7 CB01XA Cofraje din scinduri de rasinoase pt.turnare bet. de monolitizare intre

elem.prefabricate(plansee,gr

mp 5,36

Pag 56

43210

Cofraje radier dren

1*((9.72*0.5)+2*(0.5*0.5)) = +5.36

=====================================================================================================

= 5.36

ROT = 5.36

8 CA02G1 Turnarea betonului armat in elementele constructiilor , exclusiv cele

executate in cofraje glisante...marca ...1) la constructii cu înaltimea

pâna la 35 m inclusiv în pereti si diafragme cu grosime pâna la 30 cm

inclusiv

mc 4,88

Turnare beton dren

1*(9.75*0.5*0.5)*2 = +4.88

=====================================================================================================

= 4.88

ROT = 4.88



sedimentara

mc 17,10

DREN FILTRU INVERS

1*2*(0.5*1.9*9) = +17.10

=====================================================================================================

= 17.1

ROT = 17.1


doua straturi

mp 83,90

1*(2*(9.75*1.9)) = +37.05

1*(4.8*9.75) = +46.80

=====================================================================================================

= 83.85

ROT = 83.9

11 Fundatie A2




gospodaririi apelor

100 mc 0,13

SAPATURA MECANICA FUNDATIE A2

4*(1*1.2*3)*0.9/100 = +0.13

=====================================================================================================

= .13

ROT = 0.13





mijlociu

mc 1,44

SAPATURA MANUALA FUNDATIE A2

4*(1.2*3*1)*0.1 = +1.44

=====================================================================================================

= 1.44

ROT = 1.44



100 mp 12,00


4*(3*1) = +12.00

=====================================================================================================

= 12

ROT = 12




mp 38,40

Pag 57

43210

Cofraje fundatie fUNDATIE A2

4*((1+1+3+3)*1.2) = +38.40

=====================================================================================================

= 38.4

ROT = 38.4



mc 14,40

FUNDATIE DIN BETON FUNDATIE A2

4*(1*3*1.2) = +14.40

=====================================================================================================

= 14.4

ROT = 14.4


17 PREFABRICATE SI MONTARE PREFABRICATE

18 PI06C1 Montarea elementelor prefabricate din beton armat cu macaraua pe


buc 12,00

PREBRICATE T2 INCLUSIV TRANSPORTUL

2 = +2.00

PREFABRICATE A2 INCLUSIV TRANSPORTUL

4 = +4.00

PREFABRICATE C2 INCLUSIV TRANSPORTUL

6 = +6.00

=====================================================================================================

= 12

ROT = 12

19 6422951 Element pentru pod.tron.tip c2 b.arm inc.spal.L = 1,6m lum 2 buc 6,00

20 6424636 Timpan din bet.armat pentru pod.tip t2 1 M pr.nr dp-80/d buc 2,00

21 6424600 Aripa B.A. pt.pod. a2 H = 2,8 M pr.nr.dp-80/d buc 4,00

22 REGULARIZARE AVAL+REGULARIZARE AMONTE





mijlociu

mc 10,70

SAPATURA MANUALA

2*((3.6*2.8*0.35)+(0.5*1*3.6)) = +10.66

=====================================================================================================

= 10.66

ROT = 10.7



100 mp 0,24


2*((3.6*2.8)+(0.5*3.6))/100 = +0.24

=====================================================================================================

= .24

ROT = 0.24



mc 3,02

STRAT DE BALAST

2*((3.6*2.8*0.15)) = +3.02

=====================================================================================================

= 3.02

ROT = 3.02



mc 5,62

FUNDATIE DIN BETON

2*(2.8*0.1*3.6) = +2.02

2*(0.5*1*3.6) = +3.60

=====================================================================================================

= 5.62

ROT = 5.62

Pag 58


Executant,

Director General,


Pag 59



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS







Antemasuratoare





sticla;

km 6,34

6342/1000 = +6.34

=====================================================================================================

= 6.34

ROT = 6.34



buc 23,00

23 = +23.00

=====================================================================================================

= 23

ROT = 23






buc 21,00

21 = +21.00

=====================================================================================================

= 21

ROT = 21

Executant,

Director General,


Pag 60



AGRICOLE DIN COMUNA

VICTORIA

63/20

12

nr:

Faza: Pth+DE+CS




ANTEMASURATOARE: INTERSECTIE CU DN



Antemasuratoare



432101 LUCRARI DE TERASAMENTE




100 mc 7,60

DECAPARE PAMANT VEGETAL PT CASETE DE LARGIRE

950*0.8/100 = +7.60

=====================================================================================================

= 7.6

ROT = 7.6

4 TRA01A05

P


dist.= 5 km

tona 1.300,00

TRANSPORT PAMANT DECAPAT DIN CASETE+BETOANE

950*0.8*1.7 =

+1,292.00

=====================================================================================================

= 1292

ROT = 1300

5 TSD03A1 Imprastierea pamantului afanat provenit din teren categoria 1 sau 2 si

categoria 3 sau 4,executata cu buldozer pe tractor cu senile de

81-180 CP,in straturi cu grosimea de :...15-20 cm,teren catg. 1 sau 2

100 mc 7,60

IMPRASTIERE PAMANT DIN CASETE IN DEPOZIT

950*0.8/100 = +7.60

=====================================================================================================

= 7.6

ROT = 7.6



mc 282,00

UMPLUTURI DE BALAST LA TERASAMNETE

282 = +282.00

=====================================================================================================

= 282

ROT = 282

7 DA03XA-as

im1



mc 23,80



340*0.07 = +23.80

=====================================================================================================

= 23.8

ROT = 23.8




teren catg.1 si 2

100 mp 3,40

Pag 61

43210


340*1/100 = +3.40

=====================================================================================================

= 3.4

ROT = 3.4



mc 102,00

STRAT DE BALAST DE 30 CM

340*0.30 = +102.00

=====================================================================================================

= 102

ROT = 102

10 TSH41B1 Protejarea si inierbarea taluzelor cu inclinare maxima de 2:3,expuse

la eroziune,cu NETEZON (material netesut

inierbat),folosind:...ingrasamant mineral

mp 765,00

INIERBARE TALUZ CU BRAZDE

765 = +765.00

=====================================================================================================

= 765

ROT = 765

11 SUPRASTRUCTURA INTERSECTIE

12 RpDC35D

%

Repararea structurilor rutiere degradate din mixturi asfaltice (uzura si

stratul de baza prin reciclarea in profunzime cu reciclatorul WIRTGEN

- WR 4200 de 400 t/h productivitate), cu frezarea prestabilita pana la

10 cm grosime si adaugarea de materiale noi (criblura dublu

concasata si pietris ciuruit, executata:...cu lianti hidraulici

(apa/ciment) si criblura cu 41-50 % materiale noi adaugate-criblura

3-16mm

mp 828,00

FREZAREA SUPRAFETEI DE BETON

92*9 = +828.00

=====================================================================================================

= 828

ROT = 828

13 DA12B1 Strat de fundatie sau reprofilare din piatra sparta pentru drumuri,...cu


mc 82,50


330*0.25 = +82.50

=====================================================================================================

= 82.5

ROT = 82.5

14 DA19A1-as

im

ASIMILAT-Asternere geogrile antifisura mp 1.100,00

1100 =

+1,100.00

=====================================================================================================

= 1100

ROT = 1100

15 DB14B1 Strat de baza din mixturi asfaltice executat la cald ...cu asternere

mecanica;

tona 62,40

STRAT AB2 8 CM

325*0.08*2.4 = +62.40

=====================================================================================================

= 62.4

ROT = 62.4

15.L 20018324 Mixtura asfaltica tip AB2 t 62,59




100 mp 3,25

Pag 62

43210

Amorsare AB2 in vederea asternerii BINDERULUI

325/100 = +3.25

=====================================================================================================

= 3.25

ROT = 3.25


mecanica

tona 144,00

Asternere strat de binder 6 cm

1000*0.06*2.4 = +144.00

=====================================================================================================

= 144

ROT = 144




100 mp 10,00

Amorsare binder in vederea asternerii uzurii

1000/100 = +10.00

=====================================================================================================

= 10

ROT = 10

19 DB11H% îmbracaminti din beton asfaltic (uzura) cu agregate marunte executate


mp 1.000,00

Asternere strat de uzura

1000 =

+1,000.00

=====================================================================================================

= 1000

ROT = 1000

19.L 20010477 NISIP BITUMAT SI DRESSING GRAS CU NISIP CL3 MM SI 4%

BITUM IN INSTALATII ANG

t 3,00

19.L 20010542 MIXTURI ASFALTICE CU BITUM SI AGREG NAT DE BALAST DE

0-16 MM IN INST TIP LPX

t 94,00

20 SEMNALIZARE +SIGURANTA CIRCULATIEI

21 DB23F% Borduri prefabricate din beton pentru trotuare, alei, spatii verzi cu

dimensiunea de:...24X25 cm, pe fundatie de beton de 35X20 cm;

m 32,00

32 = +32.00

=====================================================================================================

= 32

ROT = 32

22 RCSA06B

%

Umplutura de pamant, exec.in str.oriz. 20-30cm, udate si batute cu

placa vibratoare, incl.imprastiat

mc 40,00

40 = +40.00

=====================================================================================================

= 40

ROT = 40

24 DF16A1 Marcaje rutiere longitudinale, simple sau duble, cu intreruperi sau


sticla;

km 0,28

276/1000 = +0.28

=====================================================================================================

= .28

ROT = 0.28

25 DF17A1 Marcaje longitudinale, transversale si diverse ...executate mecanizat,

cu vopsea de pe suprafete carosabile.

mp 40,00

26 DF18A1 Plantarea stilpilor pentru indicatoare de circulatie rutiera din :...metal,


buc 9,00

Pag 63

43210

9 = +9.00

=====================================================================================================

= 9

ROT = 9


26.L 6301793 Stilp metalic confectionat industrial buc 9,00

Executant,

Director General,


01.Cantitati

Documents

Transcript of 01.Cantitati