Denumire investitie: CONSTRUIRE IMOBIL P+M LOCUINTA UNIFAMILIALA SI IMPREJMUIRE Adresa: Constanta, zona Palazu Mare Beneficiar: GHENGEALA LUCIAN si DANIELA

ANTEMASURATOARE A. TERASAMENTE si INFRASTRUCTURANr. Crt 0 1 Denumire Articol 1 TsC04B1 Descriere articol 2 Sapatura mecanica cu excavator pe senile de 0,71-1,25 mc (decapare strat vegetal) Calcul cantitate 3 Suprafata construita: 160.00mp x 0.15m U.M. 4 sute mc Cant. 5 0.30

= 24.00mc = 14.04mc = 36.40mc = 24.96mc = 4.36mc = 3.12mc = 12.48mc = 2.08mc = 2.08mc = 10.40mc = 1.75mc = 111.67mc = 1.08mc = 2.80mc = 1.92mc = 0.33mc = 0.24mc = 0.96mc = 0.16mc = 0.16mc = 0.80mc = 0.13mc = 8.58mc = 949.00kg

2

TSA02F1

Sapatura manuala in spatii limitate executata fara sprijiniri cu taluz vertical - (fundatie)

Sect. 1-1: 12.00m x 0.90m x 1.30m Sect. 2-2: 35.00m x 0.80m x 1.30m Sect. 3-3: 24.00m x 0.80m x 1.30m Sect. 4-4: 4.20m x 0.80m x 1.30m Sect. 5-5: 3.00m x 0.80m x 1.30m Sect. 6-6: 12.00m x 0.80m x 1.30m Sect. 7-7: 2.00m x 0.80m x 1.30m Sect. 8-8: 2.00m x 0.80m x 1.30m Sect. 9-9: 10.00m x 0.80m x 1.30m Sect 9`-9`: 1.50m x 0.90m x 1.30m Sect. 1-1: 12.00m x 0.90m x 0.10m Sect. 2-2: 35.00m x 0.80m x 0.10m Sect. 3-3: 24.00m x 0.80m x 0.10m Sect. 4-4: 4.20m x 0.80m x 0.10m Sect. 5-5: 3.00m x 0.80m x 0.10m Sect. 6-6: 12.00m x 0.80m x 0.10m Sect. 7-7: 2.00m x 0.80m x 0.10m Sect. 8-8: 2.00m x 0.80m x 0.10m Sect. 9-9: 10.00m x 0.80m x 0.10m Sect 9`-9`: 1.50m x 0.90m x 0.10m

mc

112.0

3

CA01B1

Turnare beton simplu in fundatii marca C8/10 (beton de egalizare)

mc

8.60

4

CZ0301G1

5

CZ0301K1

6

CC01C2

Confectionarea si fasonarea armaturilor din otel beton din fundatii OB37, d=6-8mm Confectionarea si fasonarea armaturilor din otel beton din fundatii PC52, d=10-16mm Montarea armaturilor din otel beton in fundatii

Din extras armare:

kg

950.0

Din extras armare:

= 3712.00kg

kg

3712.0

Din extras armare: 949.00kg + 3712.00kg = 4661.00kg Sect. 1-1: 2 fete x 12.00m x 1.20m Sect. 2-2: 2 fete x 35.00m x 1.20m Sect. 3-3: 2 fete x 24.00m x 1.20m Sect. 4-4: 2 fete x 4.20m x 1.20m Sect. 5-5: 2 fete x 3.00m x 1.20m Sect. 6-6: 2 fete x 12.00m x 1.20m Sect. 7-7: 2 fete x 2.00m x 1.20m Sect. 8-8: 2 fete x 2.00m x 1.20m Sect. 9-9: 2 fete x 10.00m x 1.20m Sect 9`-9`: 2 fete x 1.50m x 1.00m = 28.80mp = 84.00mp = 54.60mp = 10.08mp = 7.20mp = 28.80mp = 4.80mp = 4.80mp = 24.00mp = 3.00mp = 250.08mp

kg

4661.0

7

CB10B1

Cofraje pentru betoane in cuzineti din panouri refolosibile cu placaje de 15 mm. (cofrare fundatii)

mp

250.0

Pag. 1

Talpi de fundare: Sect. 1-1: 12.00m x 0.90m x 0.40m Sect. 2-2: 35.00m x 0.80m x 0.40m Sect. 3-3: 24.00m x 0.80m x 0.40m Sect. 4-4: 4.20m x 0.80m x 0.40m Sect. 5-5: 3.00m x 0.80m x 0.40m Sect. 6-6: 12.00m x 0.80m x 0.40m Sect. 7-7: 2.00m x 0.80m x 0.40m Sect. 8-8: 2.00m x 0.80m x 0.40m Sect. 9-9: 10.00m x 0.80m x 0.40m Sect 9`-9`: 1.50m x 0.90m x 0.40m 8 CA02C1 Turnarea betonului armat in fundatiile constructiilor, marca C16/20 (fundatii) Grinzi de fundare: Sect. 1-1: 12.00m x 0.25m x 1.15m Sect. 2-2: 35.00m x 0.25m x 1.15m Sect. 3-3: 24.00m x 0.25m x 1.15m Sect. 4-4: 4.20m x 0.25m x 1.15m Sect. 5-5: 3.00m x 0.25m x 1.15m Sect. 6-6: 12.00m x 0.25m x 1.15m Sect. 7-7: 2.00m x 0.25m x 1.15m Sect. 8-8: 2.00m x 0.25m x 1.15m Sect. 9-9: 10.00m x 0.25m x 1.15m Sect 9`-9`: 1.50m x 0.25m x 1.15m

= 4.32mc = 11.20mc = 7.68mc = 1.34mc = 0.96mc = 3.84mc = 0.64mc = 0.64mc = 3.20mc = 0.54mc = 34.36mc mc 65.0

9

RPCE02A#

Hidroizolarea grinzilor de fundatie cu carton bituminat sau similar (doar exterior si sub ziduri)

10

TSD01C1

Imprastierea cu lopata a pamantului afanat in straturi uniforme de 10-30 cm - (umplutura pamant natural) Compactarea cu maiul de mana a umpluturilor avand gros. stratului de 20 cm, in pamant coeziv, incl. udarea Umpluturi in straturi, executate cu piatra sparta si nisip, inclusiv compactare Strat termoizolant polistiren expandat sub placa slab armata Procurare si montare plasa sudata 6 (placa pardoseala) Pardoseli din beton in grosime de 10 cm, in camp continuu, fara scliviseala Transportul pamantului cu autobasculanta pe distanta de 5km

= 3.45mc = 10.06mc = 6.90mc = 1.20mc = 0.86mc = 3.45mc = 0.57mc = 0.57mc = 2.87mc = 0.43mc = 30.36mc = 64.72mc Sect. 2-2: 35.00m x 1.20m = 42.00mp Sect. 6-6: 12.00m x 1.20m = 14.40mp Sect. 7-7: 2.00m x 1.20m = 2.40mp Sect. 9-9: 10.00m x 1.20m = 12.00mp Sect 9`-9`: 1.50m x 1.00m = 1.50mp = 72.30mp + 15.00mp = 87.30mp Idem: TSA02F1 = 111.67mp - se scade betonul: Idem: CA01B1 = 8.58mc CA02C1 = 64.72mc = 38.37mc - se adauga umplutura de sub placa -0.05: Aprox. 130.00mp x 0.20m = 26.00mc = 64.37mc

mp

87.5

mc

65.0

11

TSD04D1

Idem

TSD01C1

= 64.37mc

mc

65.0

12

CG32D1

Piatra sparta sub placa -0.05: Aprox. 130.00mp x 0.15m = 19.50mc Aprox. = 130.00mp

mc

20.0

13

CF21A% (asim) TE06C1

mp

130.0

14

Idem

CF21A%

= 130.00mp

mp

130.0

15

CG18A1

Idem Idem

CF21A% TsC04B1 TsA02F1

= 130.00mp = 24.00mc = 111.67mc = 135.67mc

mp

130.0

16

TRA01A05 P

to

129.0

Pag. 2

17

TRA01A10

Transportul materialelor semifabricate cu basculanta pe distanta de 10km Transportul betonului cu betoniera pe distanta de 10km

18

TRA06A10

- se scade umplutura: Idem TsD04D1 = 64.37mc = 71.30mc x 1.80to/mc = 128.34to Piatra sparta: Idem CG32D1 = 19.50mc = 19.50mc x 1.50to/mc = 29.25to Armatura: Idem CC01C2 = 4661.00kg = 33.91to Idem CA01B1 = 8.58mc CA02C1 = 64.72mc CG18A1 = 13.00mc = 86.30mc x 2.40to/mc = 207.12to

to

34.0

to

207.5

Intocmit, Ing. SCANTEE ALEXANDRU

Pag. 3

ANTEMASURATOARE B. SUPRASTRUCTURA (arhitectura + rezistenta)Nr. Crt 0 A. Denumire Articol 1 Rezistenta: Descriere articol 2 Calcul cantitate 3 Stalpi: Sb 1: buc 3 x 2 fete x 0.25m x 2.80m = 4.20mp Sb2: buc 4 x 2 fete x 0.25m x 4.20m = 8.40mp Sb3: buc 3 x 2 fete x 0.25m x 4.70m = 7.05mp Sb4: buc 5 x 2 fete x 0.25m x 4.80m = 12.00mp Sb5: buc 2 x 2 fete x 0.25m x 5.30m = 5.30mp Sb6: buc 5 x 2 fete x 0.25m x 6.40m = 16.00mp Sb7: buc 5 x 2 fete x 0.25m x 7.00m = 17.50mp Sb8: buc 2 x 2 fete x 0.25m x 2.80m = 2.80mp Sb9: buc 5 x 2 fete x 0.25m x 2.50m = 6.25mp = 79.50mp Grinzi si centuri peste parter: Ax A: 11.45m x 2 fete x 0.20m = 4.58mp Ax B: 5.80m x 2 fete x 0.20m = 2.32mp Ax C: 13.50m x 2 fete x 0.20m = 5.40mp Ax D: 13.20m x 2 fete x 0.20m = 5.28mp Ax E: 14.50m x 2 fete x 0.25m = 7.25mp Ax F: 10.00m x 2 fete x 0.20m = 4.00mp Ax 1: 4.00m x 2 fete x 0.20m = 1.60mp Ax 2: 5.50m x 2 fete x 0.20m = 2.20mp Ax 3: 6.70m x 2 fete x 0.20m = 2.68mp Ax 4: 9.00m x 2 fete x 0.20m = 3.60mp Ax 5: 5.50m x 2 fete x 0.20m = 2.20mp Ax 6: 10.00m x 2 fete x 0.30m = 6.00mp Ax 7: 5.00m x 2 fete x 0.20m = 2.00mp Ax 8: 5.00m x 2 fete x 0.20m = 2.00mp Ax 9: 5.00m x 2 fete x 0.30m = 3.00mp = 54.11mp Centuri peste mansarda: Ax 1: buc 2 x 2.30m x 2 fete x 0.35m = 3.22mp Ax 2: buc 2 x 3.00m x 2 fete x 0.35m = 4.20mp Ax 3: buc 1 x 6.80m x 2 fete x 0.35m = 4.76mp buc 1 x 6.05m x 2 fete x 0.35m = 4.23mp Ax 4: buc 2 x 6.20m x 2 fete x 0.35m = 8.68mp buc 1 x 9.25m x 2 fete x 0.35m = 6.47mp Ax 5: buc 1 x 4.30m x 2 fete x 0.35m = 3.01mp buc 1 x 2.00m x 2 fete x 0.35m = 1.40mp Ax 6: buc 2 x 5.90m x 2 fete x 0.35m = 8.26mp buc 1 x 8.65m x 2 fete x 0.35m = 6.05mp Ax 7: buc 1 x 5.75m x 2 fete x 0.35m = 4.02mp buc 1 x 3.00m x 2 fete x 0.35m = 2.10mp Ax 8: buc 2 x 5.00m x 2 fete x 0.35m = 7.00mp buc 1 x 4.50m x 2 fete x 0.35m = 3.15mp Ax A: buc 1 x 5.50m x 2 fete x 0.35m = 3.85mp Ax B: buc 1 x 6.05m x 2 fete x 0.35m = 4.23mp Ax C: buc 2 x 7.20m x 2 fete x 0.35m = 10.08mp Ax D: buc 1 x 13.20m x 2 fete x 0.35m = 9.10mp buc 1 x 11.00m x 2 fete x 0.35m = 7.70mp Ax E: buc 1 x 13.20m x 2 fete x 0.35m = 9.24mp Ax F: buc 1 x 7.00m x 2 fete x 0.35m = 4.90mp Ax G: buc 1 x 3.80m x (2 x 0.35m + 0.25m) = 3.61mp = 119.26mp U.M. 4 Cant. 5

1

CB13J1

Cofraje din panouri refolosibile, la constructii cu H