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SUMMARY
No DESCRIPTION UNIT Q'TYMATERIAL COST LA
UNIT TOTAL UNIT
A DIRECT COST
01 ARCHITECTURE LOT 1 -
02 CIVIL(OUTDOOR STRUCTURE) LOT 1 -
03 MECH(SLEEVE & PIPIN) LOT 1 -
0! ELEC(SLEEVE & PIPIN) LOT 1 -
SUB TOTAL -
B INDIRECT COST
01
1)
2)
3)
02
03
0!
0"
SUB TOTAL
TOTAL
1# EMPLO$EE INSURANCE(For Example)
SA%ET$ MANAEMENT(For Example)
COMPAN$ PRO%IT(For Example)
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DIRECT COST : ARCHITECTURE
N DESCRIPTION
TEMPORARY WORK
3 'tt* '*+ ,*
3 Lin M*in
3 C*in & P*ttin %* Cn*t
T SUB TOTAL
EARTH # SITE WORK
3 ECAVATION 4 SOIL - MACHINE
3 'AC7 %ILLIN ,4 REUSED SOIL C89t+ U9 t 5" ; M<i88 D*= Dn>
3 DISPOSAL >i?@ Di>9>? In P?8n Sit
3 PE %ILM T#0#0388@ 2P$
T SUB TOTAL
CONCRETE WORK
3 CONCRETE %B 2"0 482@ %* '? *n+@ INCLUD
3 LEAN CONCRETE %B 200 482
3 REIN%ORCIN 'AR ASTM ;= !20M9@ INCLUDIN SOHP D,@
3 %ORM,OR7 %?t %*8* : ! - Ti8> (ENERAL)
3 %ORM,OR7 %?t %*8* : ! - Ti8> (LEAN)
3 ,IRE MESH Di# .#" 88 -1"0 88 < 1"0 88(2PL$)@ AST
3 ,IRE MESH Di# .#" 88 -1"0 88 < 1"0 88(1PL$)@ AST
3 ISOLATION FOINT(RAMP@STOOP) TH7# 10 88 (,) Fint %i??* it D? '* D
3 SEPARATION FOINT(TSLA') TH7# 12 88 (,) Fint %i??*
3 SEPARATION FOINT(EUIP#%DN@TRENCH) TH7# 12 88 (,) Fint %i??*
3 SEPARATION CUT(SLA') SA, CUT@ INCLUDIN SEALIN
3 ,ATER STOP ,i+t B .J @ PVC * R* 4 D8? * C
3 STEEL TRO,EL %INISH %* %?*
3 LIHT 'ROOM %INSH %* %?* 4S?9
3 ANCHOR 'OLT INSTALLATION M20 2NUTS ,41-CIR# ,ASH@ LB"6"88
3 ANCHOR 'OLT INSTALLATION M2! 2NUTS ,41-CIR# ,ASH@ LB.6"88
3 INSTALLATION O% SLEEVE H:200
T SUB TOTAL
MISCELLANEOUS WORK
3 CORNER ANLES (%OR RAMP PIT) L /"</"<. 4An* *>
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DIRECT COST : CI(IL)OUTDOOR*
No DESCRIPTION
TEMPORARY WORK
3 'tt* '*+ ,*
3 Lin M*in
T SUB TOTAL
EARTH # SITE WORK
3 ECAVATION 4 SOIL - MACHINE
3 'AC7 %ILLIN ,4 REUSED SOIL C89t+ U9 t 5" ; M<i88 D*= Dn>it=
3 DISPOSAL >i?@ Di>9>? In P?8n Sit
T SUB TOTAL
CONCRETE WORK
3 CONCRETE %B 2"0 482@ %* '? *n+@ INCLUDIN SPA
3 LEAN CONCRETE %B 200 482
3 REIN%ORCIN 'AR ASTM ;= !20M9@ INCLUDIN SOHP D,@ MANU
3 %ORM,OR7 %?t %*8* : ! - Ti8> (ENERAL)
3 %ORM,OR7 %?t %*8* : ! - Ti8> (LEAN)
3 ANCHOR 'OLT INSTALLATION M20 2NUTS ,41-CIR# ,ASH@ LB"6"88
T SUB TOTAL
T TOTAL
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4
RECT COST : H(AC + PLUMBING
NO DESCRIPTION SPECIFICATION UNIT
!00! SOIL + DRAIN PIPING WORK)UTILITY WAITING*
3 PVC(VG1) PIPE D35 M
3 PVC(VG1) PIPE D40 M
3 PVC(VG1) PIPE D50 M
3 PVC(VG1) PIPE D100 M
3 PVC(VG!) PIPE D50 M
3 PVC(VG!) PIPE D75 M
3 D35 E$
3 D50 E$
3 D100 E$
3 D50 E$
3 D100 E$
3 %ED&CE% (PVC) D50'D35 E$
3 %ED&CE% (PVC) D50'D40 E$
3 %$*C+ (PVC) D50'50 E$
3 %$*C+ (PVC) D100'50 E$
"0˚ E*D (PVC)
"0˚ E*D (PVC)
"0˚ E*D (PVC)
45˚ E*D (PVC)
45˚ E*D (PVC)
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5
RECT COST : H(AC + PLUMBING
NO DESCRIPTION SPECIFICATION UNIT
3 %$*C+ (PVC) D100'100 E$
3 ,- %$*C+ (PVC) D50'D50 E$
3 ,- %$*C+ (PVC) D100'D50 E$
3 C.E$* /&- (PVC) D50 E$
3 C.E$* /&- (PVC) D100 E$
3 /CE- (PVC) D50 E$
3 P,-%$P (PVC) D50 E$
3 2.//% D%$I* D50 E$
3 V-%(PVC) D80 E$
3 C./E- .EEVE D100 E$
3 .$V$-/% .EEVE D35 E$
3 &%I*$. .EEVE D40 E$
3 +$*GE% D50 E-
3 +$*GE% D80 E-
3 PIPE .EEVE(-. C/..E%)$.. D50 E-
3 PIPE .EEVE(-. C/..E%)$.. D100 E-
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#
RECT COST : H(AC + PLUMBING
NO DESCRIPTION SPECIFICATION UNIT
3 PIPE .EEVE(-. C/..E%)2.//% D80 E-
T SUB TOTAL
FIRE-FIGHTING SLEE(E
3 $PI5., E% C+40 C$%/* -EE. M
3 E./ E$
3 .EEVE PVC 150$ (le6th 400) E$
3 $PI5., E% C+40 C$%/* -EE. M
3 E./ (odos) E$
3 .EEVE (eaisado) PVC 150$ (le6th 400) E$
3 $PI5., E% C+40 C$%/* -EE. M
3 E./ E$
3 .EEVE PVC 150$ (le6th 400) E$
3 $PI5., E% C+40 C$%/* -EE. M
3 E./ E$
3 .EEVE PVC 150$ (le6th 400) E$
T SUB TOTAL
$P+$.- C/$- 100$(9$*-I C/%%/I/* -$PE)
$P+$.- C/$- 100$(9$*-I C/%%/I/* -$PE)
$P+$.- C/$- 100$(9$*-I C/%%/I/* -$PE)
$P+$.- C/$- 100$(9$*-I C/%%/I/* -$PE)
$P+$.- C/$- 100$
(9$*-I C/%%/I/* -$PE)$P+$.- C/$- 100$(9$*-I C/%%/I/* -$PE)
$P+$.- C/$- 100$(9$*-I C/%%/I/* -$PE)
$P+$.- C/$- 100$(9$*-I C/%%/I/* -$PE)
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7
RECT COST : H(AC + PLUMBING
NO DESCRIPTION SPECIFICATION UNIT
T TOTAL
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8
L COST LABOR COST EQUIPMENT GRAND TOTAL
R234
TOTAL U/, TOTAL U/, TOTAL UNIT TOTAL
ts
ts
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"
L COST LABOR COST EQUIPMENT GRAND TOTAL
R234
TOTAL U/, TOTAL U/, TOTAL UNIT TOTAL
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10
L COST LABOR COST EQUIPMENT GRAND TOTAL
R234
TOTAL U/, TOTAL U/, TOTAL UNIT TOTAL
- - -
Copressor .DG
Copressor .DG
Copressor .DG
tea oiler Geerator
tea oiler Geerator
tea oiler Geerator
&tilit: aiti6 .DG
&tilit: aiti6 .DG
&tilit: aiti6 .DG
Maiteae ; sapli6
Maiteae ; sapli6
Maiteae ; sapli6
- - -
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11
L COST LABOR COST EQUIPMENT GRAND TOTAL
R234
TOTAL U/, TOTAL U/, TOTAL UNIT TOTAL
- - -
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1!
RECT COST : U63 G3o76/8 P/9/8 Wo34
NO DESCRIPTION SPECIFICATION UNIT Q',
MATERIAL COS
U/, TO
U63 G3o76/8 P/9 Wo34 o E;<.
1# UTILIT$ '4D
3 TU'O PVC PIPE %OR ELEC# SCHEDULE !0 .in 8 12
3 TU'O PVC PIPE %OR ELEC# SCHEDULE !0 !in 8 .
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,) SCHEDULE !0 .in EA 2
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,) SCHEDULE !0 !in EA 1
T SUB TOTAL
2# S89?in '4D
3 TU'O PVC PIPE %OR ELEC# SCHEDULE !0 1 14!in 8 16
3 TU'O PVC PIPE %OR ELEC# SCHEDULE !0 .in 8 16
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,) SCHEDULE !0 .in EA 3
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,) SCHEDULE !0 1 14!in EA 3
T SUB TOTAL
3# ,itin R8 '4D
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13
RECT COST : U63 G3o76/8 P/9/8 Wo34
NO DESCRIPTION SPECIFICATION UNIT Q',
MATERIAL COS
U/, TO
3 TU'O PVC PIPE %OR ELEC# SCHEDULE !0 !in 8 12
3 TU'O PVC PIPE %OR ELEC# SCHEDULE !0 1 14!in 8 16
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,) SCHEDULE !0 !in EA 2
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,) SCHEDULE !0 1 14!in EA 3
T SUB TOTAL
T TOTAL
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14
[Unit : CLP]
LABOR COST EQUIPMENT GRAND TOTAL
R234
U/, TOTAL U/, TOTAL UNIT TOTAL
- - -
- - -
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15
[Unit : CLP]
LABOR COST EQUIPMENT GRAND TOTAL
R234
U/, TOTAL U/, TOTAL UNIT TOTAL
- - -
- - -
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U63 G3o76/8 P/9 Wo34 o E;<.
1# UTILIT$ '4D
3 TU'O PVC PIPE %OR ELEC#
3 TU'O PVC PIPE %OR ELEC#
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,)
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,)T SUB TOTAL
2# S89?in '4D
3 TU'O PVC PIPE %OR ELEC#
3 TU'O PVC PIPE %OR ELEC#
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,)
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,)
T SUB TOTAL
3# ,itin R8 '4D3 TU'O PVC PIPE %OR ELEC#
3 TU'O PVC PIPE %OR ELEC#
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,)
3 TU'O PVC PIPE %OR ELEC# (V#EL'O,)
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Valor &<iva
SCHEDULE !0 .in 8 12 = 48010 ti6re
SCHEDULE !0 !in 8 . = !355" ti6re
SCHEDULE !0 .in EA 2 = !8000 ti6re
SCHEDULE !0 !in EA 1 = 14000 ti6re
SCHEDULE !0 1 14!in 8 16 = 7000 ti6re
SCHEDULE !0 .in 8 16 = 48010 ti6re
SCHEDULE !0 .in EA 3 = !8000 ti6re
SCHEDULE !0 1 14!in EA 3 = !100 ti6re
SCHEDULE !0 !in 8 12 = !355" ti6re
SCHEDULE !0 1 14!in 8 16 = 7000 ti6re
SCHEDULE !0 !in EA 2 = !355" ti6re
SCHEDULE !0 1 14!in EA 3 = !100 ti6re