Upload
deea-vycky
View
221
Download
2
Embed Size (px)
DESCRIPTION
co
Citation preview
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
24AUT6753Automacara 32oreore32
25CL13A1Montare contravantuiri acoperisCf. extras de material contravantuiri: 2.17tt2.17
26CL16B1Montare pane metaliceCf. extras de material pane: 5.06tt5.06
27TRA01A14Transport rutier al materialelorCf. art. 25+26: 7.23tt7.23
28AUT6753Automacara 32oreore32
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
31TRA01A14Transport rutier al materialelorCf. art. 29+30: 16.428tt16.428
32AUT6753Automacara 16oreore16
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