antemasuratoare - locuinta p+m - ghemgeaua lucian si daniela
TRANSCRIPT
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