Antemasuratoare - Locuinta P+M - Ghemgeaua Lucian Si Daniela

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

ANTEMASURATOARE A. TERASAMENTE si INFRASTRUCTURA Nr. Crt 0 1

2

3

Denumire Articol 1 TsC04B1

TSA02F1

CA01B1

4

CZ0301G1

5

CZ0301K1

6

CC01C2

7

CB10B1

Descriere articol

Calcul cantitate

U.M.

Cant.

2 Sapatura mecanica cu excavator pe senile de 0,71-1,25 mc –(decapare strat vegetal)

3

4

5

sute mc

0.30

mc

112.0

mc

8.60

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

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

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

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

Suprafata construita: 160.00mp x 0.15m

= 24.00mc

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

= 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

Din extras armare:

= 949.00kg

kg

950.0

Din extras armare:

= 3712.00kg

kg

3712.0

kg

4661.0

mp

250.0

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

Pag. 1

= 28.80mp = 84.00mp = 54.60mp = 10.08mp = 7.20mp = 28.80mp = 4.80mp = 4.80mp = 24.00mp = 3.00mp = 250.08mp

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

9

10

CA02C1

Turnarea betonului armat in fundatiile constructiilor, marca C16/20 – (fundatii)

RPCE02A#

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

TSD01C1

Imprastierea cu lopata a pamantului afanat in straturi uniforme de 10-30 cm - (umplutura pamant natural)

11

TSD04D1

12

CG32D1

13

CF21A% (asim)

14

TE06C1

15

CG18A1

16

TRA01A05 P

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 ø6 (placa pardoseala) Pardoseli din beton in grosime de 10 cm, in camp continuu, fara scliviseala Transportul pamantului cu autobasculanta pe distanta de 5km

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

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

mc

65.0

mp

87.5

mc

65.0

mc

65.0

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

mc

20.0

Aprox.

= 130.00mp

mp

130.0

= 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

Idem

TSD01C1

= 64.37mc

Idem

CF21A%

= 130.00mp

mp

130.0

Idem

CF21A%

= 130.00mp

mp

130.0

Idem

TsC04B1 TsA02F1

= 24.00mc = 111.67mc = 135.67mc

to

129.0

Pag. 2

17

TRA01A10

Transportul materialelor semifabricate cu basculanta pe distanta de 10km

18

TRA06A10

Transportul betonului cu betoniera pe distanta de 10km

- 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.

1

Denumire Articol 1 Rezistenta:

CB13J1

Descriere articol

Calcul cantitate

U.M.

Cant.

2

3

4

5

mp

410.0

Cofraje din panouri refolosibile, la constructii cu H