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border-right:.5pt solid windowtext; border-bottom:1.5pt solid windowtext; border-left:.5pt solid windowtext;} ------=_NextPart_01C76C8C.F589F9B0 Content-Location: file:///C:/EE453221/Pagina_arquivos/tabstrip.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii"
 1ª esti= mativa   2ª esti= mativa 
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Obra: Exemplo
Cliente: Data
BASE ESTIMATIVA: DEZ= EMBRO 2006
1a. Estimativa : 
CÁLCULO DAS ÁREAS :      
&nb= sp;      
DES= CRIÇÃO ÁREA = REAL ÁREA = EQUIV.  
Sub= solo 668,91 423,73  
T&e= acute;rreo 841,50 499,31  
1o tipo 550,16 524,62  
2o tipo 550,16 524,62  
Cob= ertura 540,94 425,13  
Te= lhado 195,03 94,14  
TOT= AL        &nbs= p;         3.346,70        &nbs= p;    2.491,55 m2
&nb= sp;      
Est= imativa de custos :       
&nb= sp;      
R$ = / m2 atualizado NOVEMBRO/2006: R$ 1.150,00  /m2  
&Aa= cute;rea construção estimada :         &nbs= p;         2.491,55  m2  
&n= bsp;      
Cálculo do C= usto Global :  R$ 2.865.282,5= 0    
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2a Estimativa: Data:
Obra: Exemplo
Cliente:
BASE ESTIMATIVA: DEZEMBRO 2006
 Prazo:  18 meses
Descriç&atil= de;o   Valor 1 ( R$ )   Valor 2 ( R$ )   TOTAL  Percentual Observações
           
Pro= jetos        &nbs= p;     74.746,50           74.746,50 3,01% R$ 30  por m2 de área equivalente (2.491,55 m2 x R$ 30,00)
Ins= talações da Obra         &nbs= p;     49.831,00           49.831,00 2,01% R$ 20 por m2 = de área equivalente (2.491,55 m2 x R$ 20,00)
Ser= viços Gerais         &nbs= p;  340.200,00         340.200,= 00 13,71% 18 meses x R$18.900,00
Tra= balhos em Terra        &nbs= p;     35.744,52         10.000,00         45.744,52 1,84% Esc. Mec&acir= c;nica (1.806,06m3 x R$ 16,00) x Esc. Manual (174,74 m3 x R$ 24,00) + Reaterro (221,15 m3 x R$ 12) + R$ 10.000,00 ( rebaix.)
Fun= dações        &nbs= p;  188.489,44         188.489,= 44 7,60% Forma (1.093,= 43 m2 x R$ 32), concreto (258,03m3 x R$ 200,0), armação (23.834,72m= 3 x R$4), magro (R$46,82 x R$ 140,00)
Est= rutura        &nbs= p;  450.347,84         450.347,= 84 18,15% Forma (5.721,= 98 m2 x R$ 32), concreto (476,41 m3 x R$ 200,0), armação (42.990,62= m3 x R$4)
Ins= talações         &nbs= p;  230.430,00         68.000,00       298.430,= 00 12,03% 560 X R$170,00 (elétrica) + 149 x R$430,0 (hidra) + 214 x R$ 200,00(esgoto) + 22 x R$ 680,00 (gás), Equip incêndio (R$8.000,00), Ramal de gás (R$2.600,00), cabeamento telefôni= co (R$2.200,00), materiais hidrômetro (R$ 600,00), elevador (5 paradas= x R$12.000,00)
Alv= enaria        &nbs= p;     70.800,00           70.800,00 2,85% 250 m2 por ap= to, 350 m2 térreo, 100m2 subsolo - R$ 24,00 p/ m2
Cob= ertura        &nbs= p;       6.440,00          &nbs= p;  6.440,00 0,26% 140 m2 - R$ 4= 6,00 p/m2
Tra= tamentos        &nbs= p;     77.365,00           77.365,00 3,12% Cristalização (895m2 x R$ 40,00 ) Rígido (37 m2 x R$ 25,00) + Flexível 4mm (805m2 x R$ 36,00) + Argamassa polimérica (11m2 x R$ 29,00) + Flexível 3mm (163 m2 x R$ 32,00) + Epóxi ( 245m2 x R$ 25,00= )
Esq= uadrias        &nbs= p;  138.085,00         138.085,= 00 5,57% 126 Portas de= madeira - R$ 210,00   -  215 m2 esquadria alumínio= - R$ 275,00 + 150m2 guarda corpo e portão  x R$ 350,00
Rev= estimentos        &nbs= p;  229.790,00         61.750,00       291.540,= 00 11,75%  (500 m2 por apto + sub.100m2 + Tér.350m2 x R$ 18) + (500x10x40%xR$ 50) + teto (1500 m2 x R$ 18,00= + subs.670m2 x R$7,00) e fachada 950m2 x R$65,00
Pav= imentações        &nbs= p;  180.721,80         180.721,= 80 7,28% 90% ár= ea real x R$ 60 
Rod= apé ,Soleira e Peitoris        &nbs= p;     72.288,72           72.288,72 2,91% 40 % x Pavimentação
Fer= ragens        &nbs= p;     10.080,00           10.080,00 0,41% 126 unid x R$= 80,00
Pin= turas        &nbs= p;     56.250,00        &nbs= p;  7.038,36         63.288,36 2,55% (300 m2 por a= pto + 700 m2 térreo + 300m2 subsolo)&nb= sp; x R$10,50/m2 + Pint. portas - 126 x 1,47m2 x= R$ 38,00 + 1500 m2 (tetos) x R$ 9,5 /m2<= /td>
Vid= ros        &nbs= p;     30.670,00           30.670,00 1,24% 215m2 vidro 4= mm - R$38,00 e 150 m2 vidro laminado 8mm - R$150,00
Apa= relhos        &nbs= p;     42.750,00           42.750,00 1,72% 57UN x R$ 750= ,00
Com= plementação         &nbs= p;     40.000,00           40.000,00 1,61% 40000 ( luminárias, piscinas, ligações )
Lim= peza        &nbs= p;       9.493,25          &nbs= p;  9.493,25 0,38% 15% pintura
Sub= total        2.334.523,07      146.788,36   2.481.311,43 100,00%  
Rem= uneração Construtora(15%)        &nbs= p;  350.178,46         22.018,25       372.196,= 72    
Tot= al Geral         2.684.701,54      168.806,61   2.853.508,15    
Área Equivale= nte :         &nbs= p;       2.491,55 m2
Área Real:        &nbs= p;       3.346,70
Custo /m2 :         &nbs= p;       1.145,27 ( R$/m2 )
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