Download doc - Antemasuratoare

ANTEMASURATOARE

Universitatea Politehnica Timisoara

Facultatea de Constructii si Arhitectura

ANTEMASURATOARE

Nr.ANTEMASURATOARE

crt.SimbolDenumire articolCalculul cantitati explicitU.M.Cantitatea

123456

1TSG02A1Curatirea terenului de frunze si crengi35.00x45.00100mp15.75

2TSC02D1Sapatura mecanica cu excavat pe pneuri(2.0mx3.0mx2.10m)x12buc+(2.0mx3.0mx2.10m)x6buc+(1.0mx1.0mx0.65m)x12buc=250mc +(1.09mc+0.82mc)18=280mc100mc2.80

3TSA02B1Sapatura manuala sub 1m latime0.010x0.25x(15x4.0+8x4.3+8x3.0)=0.30mcmc0.30

4TRA01A04PTransport rutier a lpamantului(280mc+0.30mc-130mc(umplutura))x1.2t/mc=180tt180

5TSD01B1Realizarea umpluturilor(2.025mcx2.0m+1.58mcx2.0m)x18buc=130mcmc130

6TSD04D1Compactarea cu maiulCf. art. 5: 130mc mc130

7TSD16A1Strat de repartitie balast(42.32mx32.52mx0.20m)+

+(42.92mx2.0mx0.09m+32.52mx2.0mx0.15m)x2laturi=314mcmc314

8TRA01A10Transport rutier ballastCf. art. 7: 314mcx1.8t/mc=558tt558

9CB01A1Cofraje pentru beton in fundatii(1.0m+2.0m)x2buc=6mlx0.40m=2.40mpx12buc=28.8mp(1.0m+2.40m)x2buc=6.8mlx0.40m=2.72mpx6buc=16.32mp

Total: 45.12mp mp45.12

10CZ0301B1Confectionarea armaturilor OB37Cf. extras de armatura fundatii: 157kgkg157

11CZ0301E1Confectionarea armaturilor PC52Cf. extras de armatura fundatii: 625kgkg625

12CC01A1Montarea armaturilor in fundatiiCf. art. 10+11: 157kg+625kg=782kgkg782

13CA12D1Betonarea buloanelor la fundatii4x18buc=72bucbuc72

14CA01B1Turnarea betonului simplu in fundatii(1.0mx1.0mx0.4m)=0.40mcx12buc=4.8mcmc4.8

15CA02B1Turnare beton armat in fundatii3.0mx2.0mx0.70m+2.0mx1.0mx0.40m=5mcx12buc=60mc3.40mx2.0mx0.70m+2.40mx1.0mx0.4m=5.72mcx6buc=34.3mc Total: 94.3mcmc94.3

16TRA06A05Transport rutier al betonuluiCf. art. 15: 100mcx2.5t/mc=250tt250

17CL01C1Montare stalpi marginali din otelCf. extras de material stalp: 27.3tt27.3

18CL09A1Montare ferme cu zabreleCf. extras de material ferma: 6.58tt6.58

19TRA01A14Transport rutier al materialelorCf. art. 17+18: 27.3t+6.58t=33.88tt33.88

20AUT6753Automacara 40oreore40

21CL09A1Montare grinzi de rulareCf. extras de material gr. rulare: 28.2t-3.55t(sina)=24.65tt24.65

22CL11A1Montare sine de rulare6.0mx3buc+7.2mx2buc=32.4mx4siruri=129.6mlml129.6

23TRA01A14Transport rutier al materialelorCf. art. 21+22: 28.2tt28.2


25CL13A1Montare contravantuiri acoperisCf. extras de material contravantuiri: 2.17tt2.17

26CL16B1Montare pane metaliceCf. extras de material pane: 5.06tt5.06



29CL05A1Montare gr. cu inima plina I1617.9kg/mx(42.0m+30.0m)x2laturi=2578kg=2.578tt2.578

30CL01A1Montare stalpi metalici fronton92.6kg/mx(12.20mx8buc+13.00mx4buc)=13853kg=13.85tt13.85



33CG18E1Pardoseli din beton B30042.80mx32.40m=1387mpmp1387

34CZ0108E1Preparare beton B3001387mpx0.18m=249.7mcx1.008=251.7mcmc251.7

35TRA06A05Transportul rutier al betonului251.7mcx2.5t/mc=629.3tt629.3

36CD12B1Montare pereti din placi plane(42.92mx32.52m)x2siruri=150.9mx1095m=1652mpscad portile: (5.0mx5.0m)x4buc=100mp

Total: 1552mpmp1552

37CK15B1Usi si porti metalice(5.0mx5.0m)x4buc=100mpmp100

38CE05A1Invelitoare acoperis(11.90mx32.80m)x4buc=1561mpmp1561

39IZD10A1Vopsirea anicoroziva a stalpilor pana la cota 0.00Cf. art. 24: 2.578tCf. extras de material stalp: 1.85t

Total: 4.428tt4.428

40IZD04D1Vopsirea confectiilor metaliceCf. art. 17+18+21+25+26: 81.31tt81.31

41CE13A1Jgheaburi din tabla zincata(42.92mx32.52m)x2randuri=151mm151

42CE14A1Burlane din tabla zincata11.0mx6buc=66mm66

43CO01A1Trotuar din beton simplu B15042.92mx2.00mx2laturi+32.52mx2.00mx2laturi=302mpm302

44CZ0105A1Preparare beton B150Cf. art. 43: 302mpx0.10m=30.2mcx1.008=30.44mcmc30.44

45TRA06A10Transportul rutier al betonului Cf. art. 44: 30.44mcx2.5t/mc=76.1tt76.1

Coordonator proiect: Regep Zoe

Candidat: Vidrighin-Bratu Gheorghe