rab diklat sidogiri 2a

7/23/2019 Rab Diklat Sidogiri 2a

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REKAPITULASI RENCANA ANGGARAN BIAYA / ENGINEER ESTIMA

PROYEK : YAYASAN ALUMNI SANTRI SIDOGIRI

LOKASI : JL. Sidogiri KM 5 Krato ! Pa"#r#a

PEKERJAAN : P$%&ag#a G$d#g Ba'ai Di('at Satri Pro)$"ioa'

TA*AP : I + Sat# ,

No Uraia -$($raa SatTota'

K$t$Mat$ria' U-a

I. PEKERJAAN LANTAI IA

P$($raa P$r"ia-a

012331333.33 51421333.33

B P$($raa Taa

6312701833.33 6412591828.88

C P$($raa Pa"aga

! !

D P$($raa B$to

2861341599.69 4601021547.86

E. P$($raa Baa

4931931756.53 9812431386.53

. P$($raa K#"$1 Pit# ; J$d$'a

! !

G. P$($raa ii"ig

! !

*. P$($raa Li"tr(

! !

I P$($raa Draia"$ ; Saita"i

! !

95616331854.29 67918861963.45

II. PEKERJAAN LANTAI 6A P$($raa Pa"aga

! !

B P$($raa B$to

4619621789.35 86143143.80

C. P$($raa Baa

47513216.3 2616351840.93

D. P$($raa K#"$1 Pit# ; J$d$'a

! !

E. P$($raa ii"ig

! !

.P$($raa Li"tr(

! !

G. P$($raa Draia"$ ; Saita"i

! !

83219971235.5 43710451729.60

TOTAL I < II 416314951352.77 85714701899.77

TOTAL 41471878175.00

P$%&#'ata 414718731333.33

PP 43 = 4417871333.33

GRAND TOTAL 4122512271333.33

Terbilang :

> SATU MILYAR TUJU* RATUS TUJU* PULU* LIMA JUTA TUJU* RATUS TUJU* PULU* EMPAT RIBU RU

Si!ar"!# 9 N!$e%ber 2010

Dib&a' (le)

K!n*&l'an Peren+ana

C?. MATRA CIPTA

Ir.Ko"%a" @a# N.

Dire,'&r



RENCANA ANGGARAN BIAYA / ENGINEER ESTIMAT




TA*AP : I + Sat# ,

No Uraia -$($raa Sat ?o'#%$*arga Sat#a

Mat$ria' U-a Mat$ria'

I. PEKERJAAN LANTAI IA P$($raa P$r"ia-a

1 Pe%ber*i)an L!,a*i 640.00 - 3#400.00

2 Dire,*i Kee' /&ang l* 1.00 4#250#000.00 1#000#000.00 4#250#0

3 Pa$an Na%a b) 1.00 450#000.00 450#0

4 Pagar Pr!e, % 80.00 50#000.00 25#000.00 4#000#0

01233133

B P$($raa Taa

1 /alian P!na*i a'& Kali Se'e%$a' 261.50 - 27#625.00

2 /alian P!na*i S&%&ran % 189.40 - 33#975.00

3 Ur&g Ke%bali 451.90 - 9#208.33

4 Sir'& Ur&g Pe%aa'an 356.50 58#200.00 11#050.00 20#748#3

631270183

C P$($raa Pa"aga

D P$($raa B$to

1 Lan'ai Ker"a 5 +% aba' Lan'ai ia*a 13.60 461#783.07 55#250.00 6#280#2

2 aba' Lan'ai 5 +% er'&lang er%e*) 8 14.40 2#220#015.00 113#693.00 31#968#2

3 P!na*i 'ela$a, e'!n 7.09 2#079#948.37 546#295.00 14#746#8

4 P!na*i S&%&ran ia 100 60 +% - 6 % 167.68 1#410#654.92 209#520.00 236#538#6

5 Sl!! 1530 2.70 2#224#698.37 481#694.00 6#006#6

6 Sl!! 2550 38.63 2#082#408.37 419#070.00 80#443#4

7 Saa$ Sl!! 2550 59.14 2#082#408.37 419#070.00 123#153#6

8 Sl!! Pra,'i* 1115 % 3.00 42#761.25 16#150.00 128#2

9 K!l!% S'r&,'&r 2525 3.25 2#452#168.37 427#925.50 7#969#5

10 K!l!% S'r&,'&r 5050 39.20 2#567#700.00 460#667.50 100#653#8

11 al!, K!n*!l Pena)an a"a 7.18 2#677#875.00 500#416.25 19#227#1

12 Pla' e'!n L' 2 Tangga 37.92 2#767#540.00 578#322.25 104#945#1

286134159

E. P$($raa Baa

1 al!, 400.200.8.13 a*'ila'e ,g 4#752.00 10#120.00 5#250.00 48#090#2

2 al!, 300.150.6#5.9 ,g 5#431.60 10#120.00 5#250.00 54#967#7

%2

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3



3 al!, Ana, 250.125.6.9 ,g 828.80 10#120.00 5#250.00 8#387#4

4 al!, agi 200.100.5#5.8 ,g 2#048.00 10#120.00 5#250.00 20#725#7

5 K!n*'r&,*i 150.75.5.7 & 'angga *b ,g 336.00 10#120.00 5#250.00 3#400#3

6 K!n*'r&,*i Si,& 70.70.7 U $lene* *a%b&ngan Tang ,g 535.80 10#350.00 5#250.00 5#545#5

7 Pla' 16 %%#14%%# 12 %% ll & Plene* ib ,g 2#935.80 11#270.00 5#250.00 33#086#

8 Pla' 4#5 %% & ana, 'angga ,g 541.40 11#270.00 5#250.00 6#101#5

9 ,g 11.40 7#132.50 1#112.50 81#3

10 a&' Ang,er 16 %% - 25 +% b) 204.00 32#000.00 7#500.00 6#528#0

11 a&' 14 %% b) 56.00 16#000.00 3#000.00 896#0

12 a&' 12 %% b) 240.00 12#000.00 2#500.00 2#880#0

49319317

. P$($raa K#"$1 Pit# ; J$d$'a

G. P$($raa ii"ig

*. P$($raa Li"tr(

I P$($raa Draia"$ ; Saita"i

TOTAL I 956163318


B P$($raa B$to

1 K!l!% S'r&,'&r 5050 15.75 2#567#700.00 460#667.50 40#441#2

2 al!, K!n*!l Pena)an a"a 4.07 2#677#875.00 500#416.25 10#898#9

3 Pla' e'!n L' 3 40.32 2#767#540.00 578#322.25 111#587#2

46196217

C. P$($raa Baa

1 al!, 450.200.9.14 a*'ila'e ,g 5#472.00 10#120.00 5#250.00 55#376#6

2 al!, 300.150.6#5.9 ,g 2#936.00 10#120.00 5#250.00 29#712#3

3 al!, Ana, 250.125.6.9 ,g 1#657.60 10#120.00 5#250.00 16#774#9

4 al!, agi 200.100.5#5.8 ,g 1#194.67 10#120.00 5#250.00 12#090#0

5 K!n*'r&,*i Si,& 70.70.7 U $lene* *a%b&ngan ,g 113.70 10#350.00 5#250.00 1#176#

6 Pla' 16 %%#14%%# 12 %% ll & Plene* ib ,g 2#129.23 11#270.00 5#250.00 23#996#

7 ,g 16.28 7#132.50 1#567.50 116#1

8 a&' Ang,er 16 %% - 25 +% b) 112.00 32#000.00 7#500.00 3#584#0

9 a&' 14 %% b) 56.00 16#000.00 3#000.00 896#0

10 a&' 12 %% b) 112.00 12#000.00 2#500.00 1#344#047513216

D. P$($raa K#"$1 Pit# ; J$d$'a

E. P$($raa ii"ig

e*i 12 %% & *)ear +!nne+'!r

%3

%3

%3

e*i 12 %% & *)ear +!nne+'!r



. P$($raa Li"tr(

G. P$($raa Draia"$ ; Saita"i

TOTAL II 832199712

TOTAL I < II 4163149513

GRAND TOTAL

P$%&#'ata



1 1

1 1

1 1

1 1

90.17 262.5

546 189.405

90.17 451.905 537.6

12.1 268.8

33.4 13.6

33.4 14.4

12.5 7.0875

12.5 167.676

11.77 2.7

11.77 38.625

11.77 59.1375

3.19 38.625

1.58 3.25

1.58 39.2

3.78 7.18228.18 37.92

33.4 4752

12.5 5431.60



12.5 828.80

12.5 2048.00

11.77 336.00

11.77 535.788 5.60 14.40 6 1.1 44.28 46

11.77 2935.77 1895.83 744.306 155.833

11.77 541.406

6.14 11.3929

3.19 204

1.58 56

1.58 240

9.70833 5.06076 1.31944

1.58 15.75

3.78 4.074

28.18 40.32

33.4 5472

12.5 2936.00

12.5 1657.60

12.5 1194.67

11.77 113.652 5.60 8.40 6 1.1 44.28

11.77 2129.23 1502.08 434.852 90.9028

6.14 16.2756

3.19 112

1.58 56

1.58 112

LUAS KSN JDL LUAS KSN JDL

PJ1 8.13 21.3 14.2 2 4 16.26 42.6 8

PJ2 6.24 21.3 8.4 1 2 6.24 21.3 2



JDL

28.4

0



ABK Tahun 2009 Dinas Cipta Karya Kab.Pasuruan ( SNI 2007 )

REKAP ANALISA *ARGA SATUAN PEKERJAAN

L!,a*i : ;LA<A= ;;;

Ta)&n Anggaran : 2010

NO. URAIAN PEKERJAAN SAT. *arga Sat#a

+ R- ,

4. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

1.1 1 % Peng&,&ran an $e%a*angan b!&>$lan, % 58#620.001.2 1 %? e%ber*i),an la$angan an $era'aan %2 3#400.00

1.3 1 %3 !ng,aran e'!n er'&lang %3 251#660.00

1.4 1 %3 !ng,aran Dining Te%b!, a'a era) %3 235#160.001.5 1 %2 !ng,aran Ple*'eran Dining %2 3#888.001.6 1 %2 !ng,aran A'a$ @ ang,a Pen&'&$ a'a$ B %2 35#640.001.7 1 %2 !ng,aran Pla!n %2 4#860.00

6. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANA*

2.1 1 %C /alian 'ana) bia*a *eala% 1 %e'er %3 27#625.00

2.2 1 %C /alian 'ana) bia*a *eala% 2 %e'er lebi) %3 33#975.002.3 1 %C /alian 'ana) ,era* %3 36#760.00

2.4 1 %C /alian 'ana) l&%$&r %3 44#475.00

2.5 1 %C Pe%b&angan Tana) Se"a&) 30 e'er %3 12#100.00

2.6 1 %C Ur&gan ,e%bali @ 13 galian B %3 9#208.33

2.7 1 %C Pe%aa'an Tana) %3 20#250.00

2.8 1 %C Ur&gan $a*ir &r&g %3 68#050.00

2.9 1 %C Ur&gan *ir'& $aa' %3 69#250.00

2.10 1 %C Ur&gan 'ana) 'a%an %3 71#050.00

2.11 1 %C Ur&gan 'ana) %3 65#050.00

2.12 1 %C &' ill %3 55#445.63

8. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI

3.1 1 %C Pa*ang $!na*i ba'& bela)# 1 P+ : 3 P$ %3 456#775.00

3.2 1 %C Pa*ang $!na*i ba'& bela)# 1 P+ : 5 P$ %3 370#490.003.3 1 %C Pa*ang $!na*i ba'& bela)#1 P+ : 6 P$ %3 369#847.50

3.4 1 %C Pa*ang $!na*i ba'& ,!*!ng Aan*'a%$eng %3 177#367.50

7. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING

4.1 1 %? Pa*angan ba'a %era) 'ebal 1 ba'a# 1 P+ : 3 P* %2 119#030.63




4.5 1 %? Pa*angan ba'a %era) 'ebal ba'a# 1 P+ : 3 P* %2 56#827.38




4.9 1 %? Pa*angan ining ba'a+! 1 P+ : 3 P* %2 74#301.88

4.10 1 %? Pa*angan ining r!*'er 'era>ang @12 E 11 E 24B +%# *$e*i 1P:3PS %2 153#845.00

4.11 1 %? Pa*angan a'& Ala% @ !b!*# Pali%anan# Klin,er#ani B %2 170#528.13

5. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON

5.1 1 %C e%b&a' be'!n lan'ai ,er"a '&%b&,# 1 P+ : 3#9 P* : 4#5 Kr @ &'& K100 B %3 517#033.07

5.2 1 %C e%b&a' be'!n 1 P+ : 2#3 P* : 3#2 Kr @ &'& K 175 B %3 630#774.92

5.3 1 %C e%b&a' be'!n 1 P+ : 2 P* : 3 Kr @ &'& K 225 B %3 676#443.37

5.4 1 Kg Pe%be*ian engan be*i $!l!* &lir ,g 8#245.00

5.5 1 Kg Pe%be*ian engan be*i &lir ,g 8#455.00

5.6 e%a*ang $er 10 ,g "aring ,a>a' ba"a >ire %e*) ,g 13#651.75

5.7 1 %? Pa*ang be,i*'ing &n'&, $!na*i %2 85#065.00





+ R- ,5.8 1 %? Pa*ang be,i*'ing &n'&, *l!! %2 45#532.50

5.9 1 %? Pa*ang be,i*'ing &n'&, ,!l!% %2 93#691.25

5.10 1 %? Pa*ang be,i*'ing &n'&, bal!, %2 97#141.25

5.11 1 %? Pa*ang be,i*'ing &n'&, Pla' lan'ai ag %2 235#382.50

5.12 1 %? Pa*ang be,i*'ing &n'&, 'angga %2 175#157.50

5.13 1 %? Pa*ang be,i*'ing &n'&, ining %2 98#698.75

5.14 1 %? Pa*ang be,i*'ing &n'&, Li*'$lan, e'!n %2 197#397.50

A. BETON NON STRUKTUR CAMPURAN 4PC: 618PS: 816KR + MUTU K 425 ,

5.15 1 %3 Sl!! be'!n ber'&lang 1520 a%$&ran 1P: 2#3PS: 3#2K @ &'& K 175 B %3 2#319#279.67

5.16 1 %3 K!l!% be'!n ber'&lang 15E30 a%$&ran 1P: 2#3PS: 3#2K @ &'& K 175 B %3 2#699#504.92



5.19 1 %3 P!na*i be'!n ber'&lang @ S'r!&** *&%&ran B a%$&ran 1P: 2#3PS: 3#2K @ &'& K 175 %3 1#410#654.92

5.20 1 %3 P!na*i be'!n be'!n ber'&lang @ U%$a, B a%$&ran 1P: 2PS: 3K @ &'& K 225 B %3 2#079#948.37

5.21 FGH %3 FGH

5.22 1 % ,!l!% $ra,'i* be'!n ber'&lang be,e*'ing 11 E 11 a%$&ran 1P: 2#3PS: 3#2K % 48#020.00

5.23 1 % ing La'ai be'!n ber'&lang be,e*'ing 11 E 15 a%$&ran 1P: 2#3PS: 3#2K % 58#911.25B. BETON STRUKTUR CAMPURAN 4PC: 6PS: 8KR + MUTU K 665 ,

5.24 1 3 GT(N SL(( 1530 %3 2#224#698.37

5.25 0 %3 FGH

5.26 1 3 GT(N SL(( 1520 %3 2#447#398.12

5.27 1 3 GT(N SL(( 1530

%3 2#368#518.375.28 1 3 GT(N P(G %3 2#176#233.37

5.29 1 3 GT(N K(L( 2020 %3 3#149#178.37

5.30 1 3 GT(N K(L( 3030 %3 3#058#483.37

5.31 1 3 GT(N K(L( 2530 %3 3#074#973.37

5.32 1 3 GT(N K(L( 4040 %3 2#629#743.37

5.33 1 3 GT(N AL(K 2030 %3 3#544#205.87

5.34 1 3 GT(N AL(K 3040 %3 3#245#587.12

5.35 1 3 GT(N AL(K 3050 %3 3#361#017.12

5.36 1 3 GT(N AL(K 2040 %3 3#491#138.37

5.37 1 3 GT(N L;STPLANK %3 3#787#263.37

5.38 1 3 GT(N D;ND;N/ %3 2#767#778.37

5.39 1 3 GT(N PLAT LANTA; %3 3#758#499.60

5.40 1 3 GT(N TAN//A %3 3#743#280.35

. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN

6.1 1 %? Ple*'eran 1 P+ : 3 P*# 'ebal 15 %% %2 28#911.40

6.2 1 %? Ple*'eran 1 P+ : 4 P*# 'ebal 15 %% %2 27#313.50

6.3 1 %? Ple*'eran 1 P+ : 5 P*# 'ebal 15 %% %2 26#310.10

6.4 1 %? Ple*'eran 1 P+ : 6 P*# 'ebal 15 %% %2 25#547.40

6.5 1 %? Ple*'eran i$ra'A%$anganSe%$!, 1 P+ : 2 P* %2 21#433.00

6.6 1 % enangan an K!l-,!lan % 6#984.75

6.7 1 %? era$en 1 P+ : 5 P*# 'ebal 15 +% %2 16#967.60

6.8 1 %? ini*)ing *iar $a*angan ining ba'a %era) @ I 20 % B %2 12#824.95

6.9 1 %? ni*)ing *iar $a*angan ba'& ,ali*e'ri,an a&,an 1 P : 2 PP %2 26#552.25

2 2. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU

7.1 e%b&a' an %e%a*ang 1 %C ,&*en $in'& an ,&*en "enela ,a& "a'i %3 14#536#875.00

7.2 e%b&a' an %e%a*ang 1 %C ,&*en $in'& an ,&*en "enela ,a& ,a%$er %3 9#849#875.00

7.3 e%b&a' an %e%a*ang 1 %C ,&*en $in'& an ,&*en "enela ,a& %eran'i %3 4#149#875.007.4 e%b&a' an %e%a*ang 1 %? a&n $in'& $anel ,a& "a'i %2 712#500.00

7.5 e%b&a' an %e%a*ang 1 %? a&n $in'& $anel ,a& ,a%$er %2 502#500.00

7.6 e%b&a' an %e%a*ang 1 %? $in'& an "enela ,a+a# ,a& "a'i %2 464#900.00

7.7 e%b&a' an %e%a*ang 1 %? $in'& an "enela ,a+a# ,a& ,a%$er %2 338#900.00

7.8 e%b&a' an %e%a*ang 1 %? $in'& an "enela ,a+a# ,a& %eran'i %2 220#100.00

7.9 1 %? Pa*ang a&n $in'& $l>!! rang,a$# rang,a 'er'&'&$ ,a& ,a%$er %2 390#555.00

7.10 1 %? Pa*ang a&n $in'& $l>!! rang,a$# rang,a 'er'&'&$ ,a& %eran'i %2 266#805.00

7.11 1 %? Pa*ang a&n $in'& $l>!! rang,a$# rang,a e,*$!*e ,a& ,a%$er %2 413#905.00

7.12 1 %? Pa*ang "al&*i ,&*en ,a& ,a%$er %2 608#400.00

7.13 1 %? Pa*ang $in'& 'ea,>!! rang,a$# rang,a eE$!*e ,a& ,a%$er %2 407#055.00

7.14 1 %? Pa*ang $in'& 'ea,>!! !r%i,a# rang,a ,a& ,a%$er %2 492#245.00

7.15 e%a*ang 1 %3 ,!n*'r&,*i ,&a - ,&a /!ring N!,# ,a& ,a%$er %3 8#926#100.00





+ R- ,7.16 e%a*ang 1 %3 ,!n*'r&,*i ,&a - ,&a /!ring N!,# ,a& %eran'i %3 3#701#100.00

7.17 e%a*ang 1 %3 ,!n*'r&,*i ,&a - ,&a /!ring N!,# ,a& ,r&>ing %3 5#821#350.00

7.18 e%a*ang 1 %C ,!n*'r&,*i ,&a-,&a /!ring N!, eE$!*e# ,a& Ja'i %3 15#856#000.00

7.19 e%a*ang 1 %C ,!n*'r&,*i ,&a-,&a /!ring N!, eE$!*e# ,a& ,a%$er %3 10#156#000.00

7.20 1 %C Pa*ang ,!n*'r&,*i /!ring ,a& %eran'i %3 3#366#800.00

7.21 1 %C Pa*ang ,!n*'r&,*i /!ring# ,a& ,r&ing %3 5#487#050.00

7.22 e%a*ang 1 %? rang,a a'a$ gen'eng ,era%i,# @ ,a& ,r&ing B %3 233#500.00

7.23 e%a*ang 1 %? rang,a a'a$ gen'eng be'!n @ ,a& ,r&ing B %2 326#477.50

7.24 1 %? Pa*ang ,a*! reng gen'eng ,!!, ,a& ,a%$er %2 97#775.00

7.25 1 %? Pa*ang ,a*! reng gen'eng ,!!, ,a& %eran'i %2 40#775.00

7.26 1 %? Pa*ang ,a*! reng gen'eng ,!!, la% ,a& Kr&ing %2 72#760.00

7.27 1 %? Pa*ang rang,a langi'-langi' @1.00 E 1.00B %# ,a& ,a%$er %2 110#162.50

7.28 1 %? Pa*ang rang,a langi'-langi' @1.00 E 1.00B %# ,a& %eran'i %2 53#162.50

7.29 1 %? Pa*ang rang,a langi'-langi' %e'al&ring %2 209#725.00

7.30 1 % Pa*ang li*$lan, &,&ran @3 E 20B +%# ,a& "a'i %2 155#475.00

7.31 1 % Pa*ang li*$lan, &,&ran @3 E 20B +%# ,a& ,a%$er % 98#775.00

7.32 1 % Pa*ang li*$lan, &,&ran @3 E 20B +%# ,a& %eran'i % 45#315.00

7.33 1 % Pa*ang li*$lang &,&ran @3 E 30B +%# ,a& ,a%$er % 99#650.00

7.34 1 % Pa*ang li*$lang &,&ran @3 E 30B +%# ,a& %eran'i % 45#200.00

7.35 1 % Pa*ang li*$lang &,&ran @2 E 20B +%# ,a& ,a%$er. % 49#100.00

7.36 1 % Pa*ang li*$lang &,&ran @2 E 20B +%# ,a& %eran'i % 25#340.00

7.37 1 %? Pa*ang rang,a ining $e%i*a) @ 60E120 B +%# ,a& ,a%$er % 233#102.50

7.381 %? Pa*ang rang,a ining $e%i*a) @ 60E120 B +%# ,a& %eran'i % 100#102.50

7.39 1 %? Pa*ang ining $e%i*a) 'ea,>!! rang,a$# rang,a ,a& %eran'i %2 154#637.50

7.40 1 %? Pa*ang ining $e%i*a) 'ea,>!! rang,a$# rang,a ,a& ,a%$er %2 287#637.50

7.41 1 % Pa*ang li*' $la!n - ,a& $r!l %2 10#443.75

0. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP

8.1 Pa*ang gen'eng l!,al %!el ,arang$ilang @ ,!!, B %2 46#945.00

8.2 Pa*ang gen'eng ,arang$ilang @ba%beB %2 81#125.00

8.3 Pa*ang gen'eng Kera%i, /la&r %2 84#275.00

8.4 Pa*ang /en'ing l!,al la% Pre** %2 30#070.00

8.5 Pa*ang a'a$ gen'eng be'!n %2 34#930.00

8.6 Pa*ang &b&ngan l!,al %!el Karang$ilang @ K!!, B % 54#830.00

8.7 Pa*ang b&b&ng gen'eng Karang Pilang % 84#580.00

8.8 Pa*ang b&b&ngan Kera%i, % 125#080.00

8.9 Pa*ang b&b&ng gen'eng la% $re* % 47#080.00

8.10 Pa*ang n!, gen'eng be'!n % 67#290.008.11 Pa*ang a'a$ a*be* gel!%bang e*ar %2 43#102.50

8.12 Pa*ang a'a$ a*be* gel!%bang ,e+il %2 39#842.50

8.13 Pa*ang b&b&ng A*be* gel!%bang e*ar % 44#277.50

8.14 Pa*ang b&b&ng A*be* gel!%bang Ke+il % 35#852.50

8.15 Pa*ang a'a$ *eng gel!%bang JLS 30 @ /!ring Ka& B %2 40#745.00

8.16 Pa*ang a'a$ *eng gel!%bang JLS 30 @ /!ring e*i B %2 49#112.50

8.17 Pa*ang a'a$ n!, *eng $la' % 21#462.50

8.18 Pa*ang !!Mig' ibergla** @ 180 E 190 B +% %2 49#807.50

8.19 Pa*ang P!l+arb!na' %2 105#382.50

9. ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT!LANGIT

9.1 1 %? e%a*ang Langi' - langi' a*be* @ 1 E 1 B %# 'ebal 4 %% %2 12#887.50

9.2 e%a*ang Langi' - langi' 'ri$le,* &,&ran @ 120 E 240 B +%# 'ebal 3 %% %2 26#030.00

9.3 e%a*ang Langi' - langi' 'ri$le,* &,&ran @ 120 E 240 B +%# 'ebal 4 %% %2 30#248.75

9.4 e%a*ang Langi' - langi' 'ri$le,* &,&ran @ 120 E 240 B +%# 'ebal 6 %% %2 37#655.009.5 Langi' - langi' a*be* @1#00 E 1#00B%# Tebal 4 %%# rang,a eran'i %2 61#525.00

9.6 Langi' - langi' g$*&% b!ar# 'ebal 9 %% %2 27#221.50

9.7 Li*' /$*&% % 17#482.50

9.8 Kerang,a langi'-langi' ,a& eran'i %2 50#602.50

9.9 Langi' - langi' g$*&% b!ar# 'ebal 9 %% ang,a ,a& %eran'i %2 76#159.00

43. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI

10.1 1 % Pa*ang $lin' ,era%i, ar'i*'i, 10 E 20 +% % 51#808.50

10.2 1 %? Pa*ang lan'ai ,era%i, 20 E 20 +% %2 74#691.50

10.3 1 %? Pa*ang lan'ai ,era%i, 30 E 30 +% @ P!l!* B %2 67#845.00

10.4 1 %? Pa*ang lan'ai Kera%i, 30 E 30 +%# @ !'i B %2 103#645.00





+ R- ,10.5 1 %? Pa*ang lan'ai ,era%i, 40 E 40 +% @ P!l!* B %2 92#162.50

10.6 1 %? Pa*ang lan'ai ,era%i, 40 E 40 +% @ !'i B %2 107#162.50

10.7 1 %? Pa*ang ining ,era%i, 10 E 20 +% %2 86#831.25



10.10 1 %? Pa*ang lan'ai grani' 60 E 60 +% %2 279#657.50

44. ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMUNIUM

11.1 e%a*ang 1 ,g e*i $r!l ,g 15#370.00

11.2 e%a*ang 1 ,g ang,a ,&a-,&a ba"a ; ,g 15#370.00

11.3 e%a*ang 1 ,g ang,a ,&a-,&a ba"a *i,& ,g 15#600.00

11.4 e%a*ang 1 ,g ang,a ,&a-,&a ba"a ,g 15#140.00

11.5 e%a*ang 1 ,g Pla' *i%$&l # lana*an# i,a'an g!ring Tre,*'ang ,g 16#520.00

11.6 enger"a,an 100 ,g $e,er"aan $era,i'an ,g 26#870.00

11.7 enger"a,an 10 +% $engela*an engan la* li*'ri, +% 1#900.00

11.8 1 %? Pa*ang $in'& be*i ba"a %2 609#347.50

11.9 1 %? Pa*ang 'erali be*i *'ri$ %2 160#804.00

11.10 1 %? Pa*ang ,a>a' )ar%!ni,a %2 33#082.50

11.11 1 %? Pa*ang ,a>a' ,a**a rang,a ,a& %2 55#145.00

11.12 1 %? Pa*ang "enela na,! %2 111#855.00

11.13 1 % Pa*ang 'alang a'ar# *eng JLS 30 % 91#338.75

11.141 % Pa*ang 'alang %iring# *eng JLS 30

% 120#933.75

11.15 1 % Pa*ang 'alang a'ar "&rai# *eng JLS 30 lebar 90 +% % 152#406.25

11.16 1 a'ang e%a*ang Tiang Pagar P/ 2 Tinggi 1#5 b'g 102#635.00

11.17 1 % Pa*ang 'alang %iring# *eng JLS 30 % 120#933.75

11.18 1 % Pa*ang 'alang ling,aran D-10 +%# *eng b"l* 30 % 88#368.75

11.19 1 % Pa*ang 'alang ling,aran D-15 +%# *eng $la' JLS 30 lebar 45 +% % 47#680.00

11.20 1 %? Pa*ang $in'& al&%ini&% %2 539#273.50

11.21 1 %? Pa*ang ,a>a' na%&, %2 54#897.50

11.22 1 'g e%a*ang Tiang Peng)&b&ng Pagar U,&ran 1.5 E 1200 b'g 90#785.00



11.25 1 ? Pa*angan Pagar %2 101#060.00

11.26 1 &ni' Pin'& Pagar S>ing T&nggal &,. 1000 E 1000 &ni' 191#585.00

11.27 1 % enger"a,an K&*en $in'& "enela Al&%ini&% % 84#242.50

11.28 1 % Pa*angan Talang Pe%b&l&) Pi$a P 4 T$e D % 59#625.00

11.29 1 % Pa*angan Talang Pe%b&l&) Pi$a P 3 T$e D % 43#775.00

46. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN

12.1 1 %? Penge+a'an biang ,a& la%a %2 20#873.75

12.2 1 %? Penge+a'an biang ,a& bar& @ 1 la$i* $la%ir B# 1 la$i* +a' a*ar# 2 La$i* +a' $en&'&$ %2 24#382.50

12.3 1 %? Penge+a'an biang ,a& bar& @ 1 la$i* $la%ir B# 1 la$i* +a' a*ar# 3 la$i* +a' $en&'&$. %2 31#757.50

12.4 1 %? Pelab&ran biang ,a& engan 'ea, !il %2 23#997.00

12.5 1 %? Pelab&ran biang ,a& engan $!li'&r %2 40#134.50

12.6 1 %? Pelab&ran biang ,a& engan +a' re*i& an 'er %2 10#480.00

12.7 1 %? Penge+a'an 'e%b!, bar& @ 1 la$i* $la%ir# 1 la$i* +a' a*ar# 2 la$i* +a' $en&'&$ B %2 10#316.75

12.8 1 %? Penge+a'an 'e%b!, la%a @ 1 la$i* +a' a*ar# 2 la$i* +a' $en&'&$ B %2 8#232.00

12.9 1 %? Pege+a'an $er%&,aan ba"a engan %eni be*i %2 5#690.00

12.10 1 %? Pege+a'an $er%&,aan ba"a engan +a' ni*)ing %2 14#310.00

12.11 1 %? Pela$i*an %ela%in @ 3E $ela$i*an B %2 103#806.88

12.12 1 %? Penge+a'an 'e%b!, bar& g +a' >ea')er*iel @1 la$i* $la%ir#1 la$i* +a' a*ar#2 la$i* +a' %2 28#621.75

12.13 1 %? Penge+a'an 'e%b!, la%a g +a' >ea')er*iel @ 1 la$i* +a' a*ar# 2 la$i* +a' $en&'&$ B %2 24#207.0012.14 1 %? Penge+a'an engan >a'er $r!!ng 2 la$i* +a' $en&'&$ %2 25#046.25

48. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA

13.1 1 b) Pa*ang ,&n+i 'ana% an'i, b) 200#865.00

13.2 1 b) Pa*ang ,&n+i 'ana% bia*a b) 79#850.00

13.3 1 b) Pa*ang ,&n+i 'ana% ,a%ar %ani b) 62#425.00

13.4 1 b) Pa*ang eng*el $in'& b) 33#028.75

13.5 1 b) Pa*ang eng*el "enela ,&$& - ,&$& b) 13#852.50

13.6 1 b) Pa*ang ,ai' angin b) 12#528.75

13.7 1 b) Pa*ang ,&n+i grenel $in'& b) 40#705.00

13.8 1 b) Pa*ang ,&n+i grenel "enela b) 30#705.00

13.9 1 b) Pa*ang $egangan $in'& !!r )!ler b) 128#012.50





+ R- ,13.10 1 %? Pa*ang ,a+a# 'ebal 3 %% %2 57#528.75

13.11 1 %? Pa*ang ,a+a# 'ebal 5 %% %2 94#378.75

13.12 1 %? Pa*ang ,a+a# 'ebal 8 %% %2 117#730.25

13.13 1 b) Pa*ang ,&n+i *el!' be*ar b) 140#080.00

13.14 1 S'el Pa*ang =a, Angin Si,&'an *'el 35#528.75

47. ANALISA BIAYA KONSTRUKSI PEKERJAAN *ALAMAN

14.1 1 %? Pa*. PaOing S'!ne 'er%a*&, &*,&$ 6 +% K300 %2 57#880.00

14.2 1 %? Pa*. PaOing S'!ne 'er%a*&, &*,&$ 8 +% K300 %2 85#312.50

14.3 1 % Pa*. Kan*'een 60 +% % 71#810.00

14.4 1 % Pa*. Kan*'een 40 +% % 42#525.00

45. ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK

15.1 1 Ti'i, Pa*ang ;n*'ala*i Li*'ri, 'i'i, 60#200.00

4. ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI

16.1 e%a*ang 1 b&a) ,l!*e' &&, %!n!bl!, b) 1#747#947.50

16.2 e%a*ang 1 b&a) ,l!*e' "!ng,!, $!r*elen b) 245#125.00

16.3 e%a*ang 1 b&a) &rin!ir b) 1#111#500.00

16.4 e%a*ang 1 b&a) >a*'ael b) 698#325.00

16.5 e%a*ang 1 b&a) ba, %ani ini*) Kera%i, O!l&%e 0#600 %C b) 600#845.00

16.6 Pa*angan 1 % $i$a be'!n be'!n b&i* Dia%e'er 20 +% % 66#805.50

16.7 Pa*angan 1 % $i$a be'!n be'!n b&i* Dia%e'er 30 +% % 76#718.00

16.8 Pa*angan 1 % Sal&ran $i$a be'!n be'!n b&i* U 20 +% % 123#592.52

16.9 Pa*angan 1 % Sal&ran $i$a be'!n be'!n b&i* U 30 +% % 126#392.52

16.10 e%a*ang 1 b&a) ba, ,!n'r!l $a*.ba'& ba'a &,&ran @30 E 30B +% Pen&'&$ 'inggi 35 +% Pen b) 289#511.25

16.11 e%a*ang 1 b&a) ba, ,!n'r!l $a*angan ba'& ba'a &,&ran @45 E 45B +%# 'inggi 50 +% b) 284#895.00

16.12 e%a*ang 1 b&a) ba, ,!n'r!l $a*angan ba'& ba'a &,&ran @60 E 60B +%# 'inggi 65 +% b) 434#595.00

16.13 e%a*ang 1 % $i$a galOani* ia%e'er % 36#527.50

16.14 e%a*ang 1 % $i$a galOani* ia%e'er % 48#152.50

16.15 e%a*ang 1 % $i$a galOani* ia%e'er 1 % 58#227.50

16.16 e%a*ang 1 % $i$a galOani* ia%e'er 1 % 81#852.00

16.17 e%a*ang 1 % $i$a P 'i$e A ia%e'er % 9#226.50

16.18 e%a*ang 1 % $i$a P 'i$e A ia%e'er % 11#551.50

16.19 e%a*ang 1 % $i$a P 'i$e A ia%e'er 3 % 59#919.25

16.20 e%a*ang 1 % $i$a P 'i$e A ia%e'er 4 % 94#794.25

16.21 e%a*ang 1 b) ,ran ia%e'er b) 33#767.5016.22 e%a*ang 1 b) ,ran ia%e'er b) 50#642.50

16.23 e%a*ang 1 b) l!!r Drain b) 70#600.00

16.24 1 Uni' Pe%b&a'an Se$'i+'an, e*a$an Uni' 2#881#699.51



Halaan !"

ANALISA BIAYA KONSTRUKSI BANGUNAN GEDUNG DAN PERUMA*AN

4. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN4.4 4 % P$g#(#ra da -$%a"aga &o#-'a(

Baa

0.012 C Ka& 57 al!, eran'i $ 2#500#000.00 $ 30#000.00

0.020 Kg Pa,& bia*a 2 - 5 $ 13#500.00 $ 270.00

0.007 C Ka& $a$an 320 %eran'i $ 2#800#000.00 $ 19#600.00 J&%la) @1B $ 49#870.00

T$aga

0.100 (rg T&,ang ,a& $ 45#000.00 $ 4#500.00

0.100 (rg Pe,er"a $ 35#000.00 $ 3#500.00

0.010 (rg Ke$ala '&,ang $ 47#500.00 $ 475.00

0.005 (rg an!r $ 55#000.00 $ 275.00

J&%la) @2B $ 8#750.00

J#%'a +4, < +6, R- 50163.33

4.6 4 % M$%&$r"i(a 'a-aga da -$rataa

T$aga

0.050 (rg Pe,er"a $ 35#000.00 $ 1#750.00

0.030 (rg an!r $ 55#000.00 $ 1#650.00

J#%'a R- 81733.33

6. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANA*6.4. 4 % Ga'ia taa &ia"a "$da'a% 4 %$t$r

T$aga

0.750 (rg Pe,er"a $ 35#000.00 $ 26#250.00

0.025 (rg an!r $ 55#000.00 $ 1#375.00

J#%'a R- 62165.33

6.6. 4 % Ga'ia taa &ia"a "$da'a% 6 %$t$r '$&i

T$aga

0.900 (rg Pe,er"a $ 35#000.00 $ 31#500.000.045 (rg an!r $ 55#000.00 $ 2#475.00

J#%'a R- 881925.33

6.8. 4 % Ur#ga ($%&a'i + 4/8 ga'ia ,

T$aga

0.250 (rg Pe,er"a $ 35#000.00 $ 8#750.00

0.008 (rg an!r $ 55#000.00 $ 458.33

J#%'a R- 91630.88

6.7. 4 % Ur#ga "irt# -adat

Baa

1.200 C Sir'& $aa' $ 48#500.00 $ 58#200.00

J&%la) @1B $ 58#200.00

T$aga

0.300 (rg Pe,er"a $ 35#000.00 $ 10#500.00

0.010 (rg an!r $ 55#000.00 $ 550.00

J&%la) @2B $ 11#050.00

J#%'a +4, < +6, R- 91653.33

8. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI

8.4. 4 % Pa"ag -oda"i &at# &$'a1 4 PF : 5 P-

Baa

1.200 C a'& bela) 1520 +% $ 90#000.00 $ 108#000.00

136.000 ,g Se%en $!r'lan $ 1#087.50 $ 147#900.000.544 C Pa*ir $a*ang $ 72#500.00 $ 39#440.00

J&%la) @1B $ 295#340.00

T$aga

1.200 (rg Pe,er"a $ 35#000.00 $ 42#000.00

0.600 (rg T&,ang ba'& $ 45#000.00 $ 27#000.00

0.060 (rg Ke$ala '&,ang $ 47#500.00 $ 2#850.00

0.060 (rg an!r $ 55#000.00 $ 3#300.00

J&%la) @2B $ 75#150.00

J#%'a +4, < +6, R- 8231793.33



Halaan !7

8.6. 4 % Pa"ag -oda"i &at# (o"og / Aa"ta%-$g

Baa

1.200 C a'& bela) 1520 +% $ 90#000.00 $ 108#000.00

0.432 C Pa*ir &r&g $ 47#500.00 $ 20#520.00

J&%la) @1B $ 128#520.00

T$aga

0.780 (rg Pe,er"a $ 35#000.00 $ 27#300.000.390 (rg T&,ang ba'& $ 45#000.00 $ 17#550.00

0.039 (rg Ke$ala '&,ang $ 47#500.00 $ 1#852.50

0.039 (rg an!r $ 55#000.00 $ 2#145.00

J&%la) @2B $ 48#847.50

J#%'a +4, < +6, R- 422182.53

7. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING

5. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON5.4. 4 % M$%&#at &$to 'atai ($ra / t#%&#(1 4 PF : 819 P" : 715 Kr + M#t# K433 ,

Baa

230 ,g Se%en $!r'lan $ 1#087.50 $ 250#125.00

0.638 C Pa*ir be'!n $ 125#000.00 $ 79#732.14

0.761 C K!ral be'!n $ 170#000.00 $ 129#325.93

200.000 L'r Air $ 13.00 $ 2#600.00

J&%la) @1B $ 461#783.07

T$aga

1.200 (rg Pe,er"a $ 35#000.00 $ 42#000.00

0.200 (rg T&,ang ba'& $ 45#000.00 $ 9#000.00

0.020 (rg Ke$ala '&,ang $ 47#500.00 $ 950.00

0.060 (rg an!r $ 55#000.00 $ 3#300.00

J&%la) @2B $ 55#250.00

J#%'a +4, < +6, R- 5421388.32

5.6. 4 % M$%&#at &$to 4 PF : 618 P" : 816 Kr + M#t# K 425 ,

Baa

326.000 ,g Se%en $!r'lan $ 1#087.50 $ 354#525.000.543 C Pa*ir be'!n $ 125#000.00 $ 67#857.14

0.762 C K!ral be'!n $ 170#000.00 $ 129#577.78

215.000 L'r Air $ 13.00 $ 2#795.00

J&%la) @1B $ 554#754.92

T$aga

1.650 (rg Pe,er"a $ 35#000.00 $ 57#750.00

0.275 (rg T&,ang ba'& $ 45#000.00 $ 12#375.00

0.028 (rg Ke$ala '&,ang $ 47#500.00 $ 1#330.00

0.083 (rg an!r $ 55#000.00 $ 4#565.00

J&%la) @2B $ 76#020.00

J#%'a +4, < +6, R- 831227.96

5.8. 4 % M$%&#at &$to 4 PF : 6 P" : 8 Kr + M#t# K 665 ,Baa

371.000 ,g Se%en $!r'lan $ 1#087.50 $ 403#462.50

0.499 C Pa*ir be'!n $ 125#000.00 $ 62#321.43

0.776 C K!ral be'!n $ 170#000.00 $ 131#844.44

215.000 L'r Air $ 13.00 $ 2#795.00

J&%la) @1B $ 600#423.37

T$aga

1.650 (rg Pe,er"a $ 35#000.00 $ 57#750.00

0.275 (rg T&,ang ba'& $ 45#000.00 $ 12#375.00

0.028 (rg Ke$ala '&,ang $ 47#500.00 $ 1#330.00

0.083 (rg an!r $ 55#000.00 $ 4#565.00

J&%la) @2B $ 76#020.00

J#%'a +4, < +6, R- 21778.82

5.7. 4 % M$%&#at &$to R$ad Mi + M#t# K 665 ,

Baa

1.000 C e'!n ea iE $ 515#000.00 $ 515#000.00

J&%la) @1B $ 515#000.00

T$aga

1.600 (rg Pe,er"a $ 35#000.00 $ 56#000.00

0.250 (rg T&,ang ba'& $ 45#000.00 $ 11#250.00

0.025 (rg Ke$ala '&,ang $ 47#500.00 $ 1#187.50



Halaan !#

0.080 (rg an!r $ 55#000.00 $ 4#400.00

J&%la) @2B $ 72#837.50

J#%'a +4, < +6, R- 5021082.53

5.5. 4 Kg P$%&$"ia d$ga &$"i -o'o"

Baa

1.050 Kg e*i be'!n @ $!l!* B $ 6#600.00 $ 6#930.00

0.015 Kg Ka>a' be'!n $ 13#500.00 $ 202.50 J&%la) @1B $ 7#132.50

T$aga

0.007 (rg Pe,er"a $ 35#000.00 $ 245.00

0.007 (rg T&,ang be*i $ 45#000.00 $ 315.00

0.007 (rg Ke$ala '&,ang $ 47#500.00 $ 332.50

0.004 (rg an!r $ 55#000.00 $ 220.00

J&%la) @2B $ 1#112.50

J#%'a +4, < +6, R- 01675.33

5.. 4 Kg P$%&$"ia d$ga &$"i #'ir

Baa

1.050 Kg e*i be'!n @ &lir B $ 6#800.00 $ 7#140.00

0.015 Kg Ka>a' be'!n $ 13#500.00 $ 202.50

J&%la) @1B $ 7#342.50T$aga

0.007 (rg Pe,er"a $ 35#000.00 $ 245.00

0.007 (rg T&,ang be*i $ 45#000.00 $ 315.00

0.007 (rg Ke$ala '&,ang $ 47#500.00 $ 332.50

0.004 (rg an!r $ 55#000.00 $ 220.00

J&%la) @2B $ 1#112.50

J#%'a +4, < +6, R- 01755.33

5.2. M$%a"ag -$r 43 (g arig (aat &aa / ir$ %$"

Baa

10.200 Kg Jaring ,a>a' ba"a i la* $ 13#000.00 $ 132#600.00

0.050 Kg Ka>a' be'!n $ 13#500.00 $ 675.00

J&%la) @1B $ 133#275.00

T$aga

0.025 (rg Pe,er"a $ 35#000.00 $ 875.00

0.025 (rg T&,ang be*i $ 45#000.00 $ 1#125.00

0.025 (rg Ke$ala '&,ang $ 47#500.00 $ 1#187.50

0.001 (rg an!r $ 55#000.00 $ 55.00

J&%la) @2B $ 3#242.50

J#%'a +4, < +6, R- 481542.53

P$r (g R- 48154.25

5.0. 4 % Pa"ag &$(i"tig #t#( -oda"i

Baa Baa

0.040 C Ka& $a$an 'a)&n $ 1#200#000.00 $ 48#000.00

0.300 Kg Pa,& bia*a 5 - 10 +% $ 13#500.00 $ 4#050.00

0.100 L' ina, be,i*'ing $ 4#500.00 $ 450.00 J&%la) @1B $ 52#500.00

T$aga

0.520 (rg Pe,er"a $ 35#000.00 $ 18#200.00

0.260 (rg T&,ang ,a& $ 45#000.00 $ 11#700.00

0.026 (rg Ke$ala '&,ang $ 47#500.00 $ 1#235.00

0.026 (rg an!r $ 55#000.00 $ 1#430.00

J&%la) @2B $ 32#565.00

J#%'a +4, < +6, R- 05135.33

5.9. 4 % Pa"ag &$(i"tig #t#( "'oo)

Baa

0.045 C Ka& $a$an 'a)&n $ 1#200#000.00 $ 54#000.00

0.300 Kg Pa,& bia*a 5 - 10 +% $ 13#500.00 $ 4#050.000.100 L' ina, be,i*'ing $ 4#500.00 $ 450.00

J&%la) @1B $ 58#500.00

T$aga

0.520 (rg Pe,er"a $ 35#000.00 $ 18#200.00

0.260 (rg T&,ang ,a& $ 45#000.00 $ 11#700.00

0.026 (rg Ke$ala '&,ang $ 47#500.00 $ 1#235.00

0.026 (rg an!r $ 55#000.00 $ 1#430.00

J&%la) @2B $ 32#565.00

J#%'a +4, < +6, R- 94135.33



Halaan !9

#t#( 6 -a(ai +J#%'a 4<6,/6 R- 751586.53

5.43. 4 % Pa"ag &$(i"tig #t#( (o'o%

Baa

0.040 C Ka& $a$an 'a)&n $ 1#200#000.00 $ 48#000.00

0.400 Kg Pa,& bia*a 5 - 12 +% $ 13#500.00 $ 5#400.00

0.200 L' ina, be,i*'ing $ 4#500.00 $ 900.00

0.015 C Ka& Ta)&n @e,e*'ingB $ 2#300#000.00 $ 34#500.00

0.350 Lbr Pl>!! 'ebal 9 %% $ 95#000.00 $ 33#250.00

2.000 'g D!l,en ,a& gela% @8-10B+%# $ I 4 % $ 12#000.00 $ 24#000.00

J&%la) @1B $ 146#050.00

T$aga

0.660 (rg Pe,er"a $ 35#000.00 $ 23#100.00

0.330 (rg T&,ang ,a& $ 45#000.00 $ 14#850.00

0.033 (rg Ke$ala '&,ang $ 47#500.00 $ 1#567.50

0.033 (rg an!r $ 55#000.00 $ 1#815.00

J&%la) @2B $ 41#332.50

J#%'a +4, < +6, R- 4021806.53

#t#( 6 -a(ai +J#%'a 4<6,/6 R- 98194.65

5.44. 4 % Pa"ag &$(i"tig #t#( &a'o( Baa

0.040 C Ka& $a$an 'a)&n $ 1#200#000.00 $ 48#000.00

0.400 Kg Pa,& bia*a 5 - 12 +% $ 13#500.00 $ 5#400.00

0.200 L' ina, be,i*'ing $ 4#500.00 $ 900.00

0.018 C Ka& Ta)&n @e,e*'ingB $ 2#300#000.00 $ 41#400.00

0.350 Lbr Pl>!! 'ebal 9 %% $ 95#000.00 $ 33#250.00

2.000 'g D!l,en ,a& gela% @8-10B+%# $ I 4 % $ 12#000.00 $ 24#000.00

J&%la) @1B $ 152#950.00

T$aga

0.660 (rg Pe,er"a $ 35#000.00 $ 23#100.00

0.330 (rg T&,ang ,a& $ 45#000.00 $ 14#850.00

0.033 (rg Ke$ala '&,ang $ 47#500.00 $ 1#567.50

0.033 (rg an!r $ 55#000.00 $ 1#815.00

J&%la) @2B $ 41#332.50

J#%'a +4, < +6, R- 4971606.53

#t#( 6 -a(ai +J#%'a 4<6,/6 R- 921474.65

5.46. 4 % Pa"ag &$(i"tig #t#( P'at 'atai / dag

Baa

0.040 C Ka& $a$an 'a)&n $ 1#200#000.00 $ 48#000.00

0.400 Kg Pa,& bia*a 5 - 12 +% $ 13#500.00 $ 5#400.00

0.200 L' ina, be,i*'ing $ 4#500.00 $ 900.00

0.015 C Ka& Ta)&n @e,e*'ingB $ 2#300#000.00 $ 34#500.00

0.350 Lbr Pl>!! 'ebal 9 %% $ 95#000.00 $ 33#250.00

6.000 'g D!l,en ,a& gela% @8-10B+%# $ I 4 % $ 12#000.00 $ 72#000.00

J&%la) @1B $ 194#050.00

T$aga

0.660 (rg Pe,er"a $ 35#000.00 $ 23#100.00

0.330 (rg T&,ang ,a& $ 45#000.00 $ 14#850.00

0.033 (rg Ke$ala '&,ang $ 47#500.00 $ 1#567.50

0.033 (rg an!r $ 55#000.00 $ 1#815.00

J&%la) @2B $ 41#332.50

J#%'a +4, < +6, R- 6851806.53

5.48. 4 % Pa"ag &$(i"tig #t#( tagga

Baa

0.030 C Ka& $a$an 'a)&n $ 1#200#000.00 $ 36#000.00

0.400 Kg Pa,& bia*a 5 - 12 +% $ 13#500.00 $ 5#400.00

0.150 L' ina, be,i*'ing $ 4#500.00 $ 675.000.015 C Ka& Ta)&n @e,e*'ingB $ 2#300#000.00 $ 34#500.00

0.350 Lbr Pl>!! 'ebal 9 %% $ 95#000.00 $ 33#250.00

2.000 'g D!l,en ,a& gela% @8-10B+%# $ I 4 % $ 12#000.00 $ 24#000.00

J&%la) @1B $ 133#825.00

T$aga

0.660 (rg Pe,er"a $ 35#000.00 $ 23#100.00

0.330 (rg T&,ang ,a& $ 45#000.00 $ 14#850.00

0.033 (rg Ke$ala '&,ang $ 47#500.00 $ 1#567.50

0.033 (rg an!r $ 55#000.00 $ 1#815.00



Halaan 20

J&%la) @2B $ 41#332.50

J#%'a +4, < +6, R- 4251452.53

5.47. 4 % Pa"ag &$(i"tig #t#( Li"t-'a( B$to

Baa

0.030 %3 Ka& $a$an 'a)&n $ 1#200#000.00 $ 36#000.00

0.400 ,g Pa,& bia*a 5 - 12 +% $ 13#500.00 $ 5#400.00

0.200 l' ina, be,i*'ing $ 4#500.00 $ 900.00

0.020 %3Ka& Ta)&n @e,e*'ingB $ 2#300#000.00 $ 46#000.00

0.350 lb Pl>!! 'ebal 9 %% $ 95#000.00 $ 33#250.00

3.000 'g D!l,en ,a& gela% @8-10B+%# $ I 4 % $ 12#000.00 $ 36#000.00

J&%la) @ 1 B $ 157#550.00

T$aga

0.660 )ari Pe,er"a $ 35#000.00 $ 23#100.00

0.330 )ari T&,ang Ka& $ 45#000.00 $ 14#850.00

0.033 )ari Ke$ala T&,ang $ 47#500.00 $ 1#567.50

0.006 )ari an!r $ 55#000.00 $ 330.00

J&%la) @2B $ 39#847.50

J#%'a +4, < +6, R- 4921892.53

#t#( 6 -a(ai +J#%'a 4<6,/6 R- 90190.25

5.45. 4 M8 Ra&at B$to K 665 5 F% ; @$r%$" M 0 46 Kg B$"iBaa

1.050 %3 e'!n ea iE K 225 $ 515#000.00 $ 540#750.00

126.000 ,g Pe%be*ian er%e*) 8 $ 13#327.50 $ 1#679#265.00

J&%la) @ 1 B $ 2#220#015.00

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

126.000 ,g Pe%be*ian er%e*) 8 $ 324.25 $ 40#855.50

J&%la) @2B $ 113#693.00

J#%'a +4, < +6, R- 618881230.33

5.4. 4 %8 Poda"i &$to &$rt#'ag + Stro#"" /"#%#ra , Ca%-#ra 4PC: 618PS: 816KR + M#t# K 425 ,

Baa

1.000 %3 S$e*i be'!n $ 554#754.92 $ 554#754.92

120.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 855#900.00

J&%la) @ 1 B $ 1#410#654.92

T$aga

1.000 %3 S$e*i be'!n $ 76#020.00 $ 76#020.00

120.000 ,g Pe%be*ian $ 1#112.50 $ 133#500.00

J&%la) @2B $ 209#520.00

J#%'a +4, < +6, R- 41631427.96

5.42. 4 %8 Poda"i &$to &$to &$rt#'ag + U%-a( , Ca%-#ra 4PC: 6PS: 8KR + M#t# K 665 ,

Baa

1.000 %3 S$e*i be'!n $ 600#423.37 $ 600#423.37130.000 ,g Pe%be*ian $ 7#342.50 $ 954#525.00

10.000 %2 ege*'ing be'!n $ 52#500.00 $ 525#000.00

J&%la) @ 1 B $ 2#079#948.37

T$aga

1.000 %3 S$e*i be'!n $ 76#020.00 $ 76#020.00

130.000 ,g Pe%be*ian $ 1#112.50 $ 144#625.00

10.000 %2 ege*'ing be'!n $ 32#565.00 $ 325#650.00

J&%la) @2B $ 546#295.00

J#%'a +4, < +6, R- 6161678.82

5.40. 4 % (o'o% -ra(ti" &$to &$rt#'ag< &$($"tig 44 44 Ca%-#ra 4PC: 618PS: 816KR

Baa

0.002 C Ka& %eran'i $a$an $ 2#800#000.00 $ 5#600.000.010 Kg Pa,& bia*a $ 13#500.00 $ 135.00

3.000 Kg e*i be'!n $!l!* $ 6#600.00 $ 19#800.00

0.450 Kg Ka>a' be'!n $ 13#500.00 $ 6#075.00

4.000 ,g Se%en $!r'lan $ 1#087.50 $ 4#350.00

0.006 C Pa*ir be'!n $ 125#000.00 $ 750.00

0.009 C K!ral be'!n $ 170#000.00 $ 1#530.00

J&%la) @1B $ 38#240.00

T$aga

0.180 (rg Pe,er"a $ 35#000.00 $ 6#300.00



Halaan 2!

0.020 (rg T&,ang ba'& $ 45#000.00 $ 900.00

0.020 (rg T&,ang ,a& $ 45#000.00 $ 900.00

0.020 (rg T&,ang be*i $ 45#000.00 $ 900.00

0.006 (rg Ke$ala '&,ang $ 47#500.00 $ 285.00

0.009 (rg an!r $ 55#000.00 $ 495.00

J&%la) @2B $ 9#780.00

J#%'a +4, < +6, R- 701363.33

5.49. 4 % Rig / Latai &$to &$rt#'ag < &$($"tig 44 45 Ca%-#ra 4PC: 618PS: 816KR

Baa

0.003 C Ka& %eran'i $a$an $ 2#800#000.00 $ 8#400.00

0.020 Kg Pa,& bia*a $ 13#500.00 $ 270.00

3.600 Kg e*i be'!n $!l!* $ 6#600.00 $ 23#760.00

0.050 Kg Ka>a' be'!n $ 13#500.00 $ 675.00

5.500 ,g Se%en $!r'lan $ 1#087.50 $ 5#981.25

0.009 C Pa*ir be'!n $ 125#000.00 $ 1#125.00

0.015 C K!ral be'!n $ 170#000.00 $ 2#550.00

J&%la) @1B $ 42#761.25

T$aga

0.297 (rg Pe,er"a $ 35#000.00 $ 10#395.00

0.033 (rg T&,ang ba'& $ 45#000.00 $ 1#485.000.033 (rg T&,ang ,a& $ 45#000.00 $ 1#485.00

0.033 (rg T&,ang be*i $ 45#000.00 $ 1#485.00

0.010 (rg Ke$ala '&,ang $ 47#500.00 $ 475.00

0.015 (rg an!r $ 55#000.00 $ 825.00

J&%la) @2B $ 16#150.00

J#%'a +4, < +6, R- 501944.65

5.63. 4 M8 BETON SLOO 45/83 493 Kg B$"i

Baa

1.000 %3 S$e*i be'!n K 225 $ 600#423.37 $ 600#423.37

190.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 1#355#175.00

9.200 %2 ege*'ing be'!n $ 29#250.00 $ 269#100.00

J&%la) @ 1 B $ 2#224#698.37

T$aga

1.000 %3 S$e*i be'!n K 225 $ 76#020.00 $ 76#020.00

230.000 ,g Pe%be*ian P!l!* $ 1#112.50 $ 255#875.00

9.200 %2 ege*'ing be'!n $ 16#282.50 $ 149#799.00

J&%la) @2B $ 481#694.00

J#%'a +4, < +6, R- 61231896.82

5.64. 4 M8 BETON SLOO 65/53 46 Kg B$"i

Baa

1.000 %3 S$e*i be'!n K 225 $ 600#423.37 $ 600#423.37

162.000 ,g Pe%be*ian Ulir $ 7#342.50 $ 1#189#485.00

10.000 %2 ege*'ing be'!n $ 29#250.00 $ 292#500.00

J&%la) @ 1 B $ 2#082#408.37

T$aga

1.000 %3 S$e*i be'!n K 225 $ 76#020.00 $ 76#020.00

162.000 ,g Pe%be*ian Ulir $ 1#112.50 $ 180#225.00

10.000 %2 ege*'ing be'!n $ 16#282.50 $ 162#825.00

J&%la) @2B $ 419#070.00

J#%'a +4, < +6, R- 615341720.82

5.66. 4 M8 BETON KOLOM 65/65 493 Kg B$"i

Baa

1.000 %3 S$e*i be'!n K 225 $ 600#423.37 $ 600#423.37

190.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 1#355#175.006.800 %2 ege*'ing be'!n $ 73#025.00 $ 496#570.00

J&%la) @ 1 B $ 2#452#168.37

T$aga

1.000 %3 S$e*i be'!n K 225 $ 76#020.00 $ 76#020.00

190.000 ,g Pe%be*ian P!l!* $ 1#112.50 $ 211#375.00

6.800 %2 ege*'ing be'!n $ 20#666.25 $ 140#530.50

J&%la) @2B $ 427#925.50

J#%'a +4, < +6, R- 610031398.02



Halaan 22

5.68. 4 M8 BETON KOLOM 75/75 633 Kg B$"i

Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

200.000 ,g Pe%be*ian Ulir $ 7#342.50 $ 1#468#500.00

8.000 %2 ege*'ing be'!n $ 73#025.00 $ 584#200.00

J&%la) @ 1 B $ 2#567#700.00

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50200.000 ,g Pe%be*ian Ulir $ 1#112.50 $ 222#500.00

8.000 %2 ege*'ing be'!n $ 20#666.25 $ 165#330.00

J&%la) @2B $ 460#667.50

J#%'a +4, < +6, R- 81360182.53

5.67. 4 M8 BETON BALOK 45/63 493 Kg B$"i

Baa

1.000 %3 S$e*i be'!n K 225 $ 600#423.37 $ 600#423.37

190.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 1#355#175.00

10.000 %2 ege*'ing be'!n $ 76#475.00 $ 764#750.00

J&%la) @ 1 B $ 2#720#348.37

T$aga

1.000 %3 S$e*i be'!n K 225 $ 76#020.00 $ 76#020.00190.000 ,g Pe%be*ian P!l!* $ 1#112.50 $ 211#375.00

10.000 %2 ege*'ing be'!n $ 20#666.25 $ 206#662.50

J&%la) @2B $ 494#057.50

J#%'a +4, < +6, R- 816471735.02


Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

190.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 1#355#175.00

11.000 %2 ege*'ing be'!n $ 76#475.00 $ 841#225.00

J&%la) @ 1 B $ 2#711#400.00

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

190.000 ,g Pe%be*ian P!l!* $ 1#112.50 $ 211#375.00

11.000 %2 ege*'ing be'!n $ 20#666.25 $ 227#328.75

J&%la) @2B $ 511#541.25

J#%'a +4, < +6, R- 816661974.65


Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

200.000 ,g Pe%be*ian Ulir $ 7#342.50 $ 1#468#500.00

12.000 %2 ege*'ing be'!n $ 76#475.00 $ 917#700.00

J&%la) @ 1 B $ 2#901#200.00

T$aga1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

200.000 ,g Pe%be*ian Ulir $ 1#112.50 $ 222#500.00

12.000 %2 ege*'ing be'!n $ 20#666.25 $ 247#995.00

J&%la) @2B $ 543#332.50

J#%'a +4, < +6, R- 817771586.53


Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

190.000 ,g Pe%be*ian Ulir $ 7#342.50 $ 1#395#075.00

11.000 %2 ege*'ing be'!n $ 76#475.00 $ 841#225.00

J&%la) @ 1 B $ 2#751#300.00

T$aga1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

190.000 ,g Pe%be*ian Ulir $ 1#112.50 $ 211#375.00

11.000 %2 ege*'ing be'!n $ 20#666.25 $ 227#328.75

J&%la) @2B $ 511#541.25

J#%'a +4, < +6, R- 81661074.65

5.60. 4 M8 BETON BALOK KANOPI 63/53 403 Kg B$"i

Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00



Halaan 2$

180.000 ,g Pe%be*ian Ulir $ 7#342.50 $ 1#321#650.00

11.000 %2 ege*'ing be'!n $ 76#475.00 $ 841#225.00

J&%la) @ 1 B $ 2#677#875.00

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

180.000 ,g Pe%be*ian Ulir $ 1#112.50 $ 200#250.00

11.000 %2 ege*'ing be'!n $ 20#666.25 $ 227#328.75

J&%la) @2B $ 500#416.25 J#%'a +4, < +6, R- 814201694.65


Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

170.000 ,g Pe%be*ian Ulir $ 7#342.50 $ 1#248#225.00

10.000 %2 ege*'ing be'!n $ 76#475.00 $ 764#750.00

J&%la) @ 1 B $ 2#527#975.00

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

170.000 ,g Pe%be*ian Ulir $ 1#112.50 $ 189#125.00

10.000 %2 ege*'ing be'!n $ 20#666.25 $ 206#662.50

J&%la) @2B $ 468#625.00 J#%'a +4, < +6, R- 6199133.33


Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

175.000 ,g Pe%be*ian Ulir $ 7#342.50 $ 1#284#937.50

8.150 %2 ege*'ing be'!n $ 76#475.00 $ 623#271.25

J&%la) @ 1 B $ 2#423#208.75

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

175.000 ,g Pe%be*ian Ulir $ 1#112.50 $ 194#687.50

8.150 %2 ege*'ing be'!n $ 20#666.25 $ 168#429.94

J&%la) @2B $ 435#954.94

J#%'a +4, < +6, R- 61059148.9

5.84. 4 M8 BETON PLAT LANTAI 93 Kg B$"i

Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

90.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 641#925.00

8.300 %2 ege*'ing be'!n $ 194#050.00 $ 1#610#615.00

J&%la) @ 1 B $ 2#767#540.00

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

146.000 ,g Pe%be*ian P!l!* $ 1#112.50 $ 162#425.00

8.300 %2 ege*'ing be'!n $ 41#332.50 $ 343#059.75 J&%la) @2B $ 578#322.25

J#%'a +4, < +6, R- 81875106.65

5.86. 4 M8 BETON PLAT TANGGA 93 Kg B$"i

Baa

1.000 %3 e'!n ea iE K 225 $ 515#000.00 $ 515#000.00

90.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 641#925.00

8.300 %2 ege*'ing be'!n $ 133#825.00 $ 1#110#747.50

J&%la) @ 1 B $ 2#267#672.50

T$aga

1.000 %3 e'!n ea iE K 225 $ 72#837.50 $ 72#837.50

146.000 ,g Pe%be*ian P!l!* $ 1#112.50 $ 162#425.00

8.300 %2 ege*'ing be'!n $ 41#332.50 $ 343#059.75 J&%la) @2B $ 578#322.25

J#%'a +4, < +6, R- 610751997.25

5.88. 4 M8 BETON PLAT KANOPI / LISPLANK 4 Kg B$"i

Baa

1.000 %3 S$e*i e'!n K 225 $ 600#423.37 $ 600#423.37

61.000 ,g Pe%be*ian P!l!* $ 7#132.50 $ 435#082.50

12.000 %2 ege*'ing be'!n $ 46#000.00 $ 552#000.00

J&%la) @ 1 B $ 1#587#505.87



Halaan 2%

T$aga

1.000 %3 S$e*i e'!n K 225 $ 76#020.00 $ 76#020.00

61.000 ,g Pe%be*ian P!l!* $ 1#112.50 $ 67#862.50

12.000 %2 ege*'ing be'!n $ 41#332.50 $ 495#990.00

J&%la) @2B $ 639#872.50

J#%'a +4, < +6, R- 616621820.82

. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN

.4. 4 % P'$"t$ra 4 PF : 8 P"1 t$&a' 45 %%

Baa

7.776 ,g Se%en $!r'lan $ 1#087.50 $ 8#456.40

0.023 C Pa*ir $a*ang $ 72#500.00 $ 1#667.50

J&%la) @1B $ 10#123.90

T$aga

0.300 (rg Pe,er"a $ 35#000.00 $ 10#500.00

0.150 (rg T&,ang ba'& $ 45#000.00 $ 6#750.00

0.015 (rg Ke$ala '&,ang $ 47#500.00 $ 712.50

0.015 (rg an!r $ 55#000.00 $ 825.00

J&%la) @2B $ 18#787.50

J#%'a +4, < +6, R- 601944.73

.6. 4 % P'$"t$ra 4 PF : 5 P"1 t$&a' 45 %%

Baa

5.184 ,g Se%en $!r'lan $ 1#087.50 $ 5#637.60

0.026 C Pa*ir $a*ang $ 72#500.00 $ 1#885.00

J&%la) @1B $ 7#522.60

T$aga

0.300 (rg Pe,er"a $ 35#000.00 $ 10#500.00

0.150 (rg T&,ang ba'& $ 45#000.00 $ 6#750.00

0.015 (rg Ke$ala '&,ang $ 47#500.00 $ 712.50

0.015 (rg an!r $ 55#000.00 $ 825.00

J&%la) @2B $ 18#787.50 J#%'a +4, < +6, R- 61843.43

.8. 4 % AFia

Baa

3.250 ,g Se%en $!r'lan $ 1#087.50 $ 3#534.38

J&%la) @1B $ 3#534.38

T$aga

0.150 (rg Pe,er"a $ 35#000.00 $ 5#250.00

0.080 (rg T&,ang ba'& $ 45#000.00 $ 3#600.00

0.008 (rg Ke$ala '&,ang $ 47#500.00 $ 380.00

0.008 (rg an!r $ 55#000.00 $ 440.00

J&%la) @2B $ 9#670.00

J#%'a +4, < +6, R- 481637.80

.7. 4 % B$aga da Ko'!(o'a

Baa

6.480 ,g Se%en $!r'lan $ 1#087.50 $ 7#047.00

0.021 C Pa*ir $a*ang $ 72#500.00 $ 1#522.50

J&%la) @1B $ 8#569.50

T$aga

0.120 (rg T&,ang ba'& $ 45#000.00 $ 5#400.00

J&%la) @2B $ 5#400.00

@ A B J&%la) @1B @2B $ 13#969.50

P$r M J#%'a A / 6 R- 1907.25

2. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU

0. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP

9. ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT!LANGIT

43. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI

44. ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMUNIUM44.4 M$%a"ag 4 (g B$"i -roH'

Baa

1.150 Kg e*i $r!l $ 8#800.00 $ 10#120.00

J&%la) @1B $ 10#120.00



Halaan 2&

T$aga

0.060 (rg Pe,er"a $ 35#000.00 $ 2#100.00

0.060 (rg T&,ang la* $ 45#000.00 $ 2#700.00

0.006 (rg Ke$ala '&,ang $ 47#500.00 $ 285.00

0.003 (rg an!r $ 55#000.00 $ 165.00

J&%la) @2B $ 5#250.00

J#%'a +4, < +6, R- 451823.33

44.6 M$%a"ag 4 (g Rag(a (#da!(#da &aa I@

Baa

1.150 Kg e*i ba"a ; $ 8#800.00 $ 10#120.00

J&%la) @1B $ 10#120.00

T$aga

0.060 (rg Pe,er"a $ 35#000.00 $ 2#100.00

0.060 (rg T&,ang be*i $ 45#000.00 $ 2#700.00

0.006 (rg Ke$ala '&,ang $ 47#500.00 $ 285.00

0.003 (rg an!r $ 55#000.00 $ 165.00

J&%la) @2B $ 5#250.00

J#%'a +4, < +6, R- 451823.33

44.8 M$%a"ag 4 (g Rag(a (#da!(#da &aa "i(#

Baa1.150 Kg e*i ba"a *i,& $ 9#000.00 $ 10#350.00

J&%la) @1B $ 10#350.00

T$aga

0.060 (rg Pe,er"a $ 35#000.00 $ 2#100.00

0.060 (rg T&,ang be*i $ 45#000.00 $ 2#700.00

0.006 (rg Ke$ala '&,ang $ 47#500.00 $ 285.00

0.003 (rg an!r $ 55#000.00 $ 165.00

J&%la) @2B $ 5#250.00

J#%'a +4, < +6, R- 45133.33

44.7 M$%a"ag 4 (g Rag(a (#da!(#da &aa C

Baa

1.150 Kg e*i ba"a $ 8#600.00 $ 9#890.00 J&%la) @1B $ 9#890.00

T$aga

0.060 (rg Pe,er"a $ 35#000.00 $ 2#100.00

0.060 (rg T&,ang be*i $ 45#000.00 $ 2#700.00

0.006 (rg Ke$ala '&,ang $ 47#500.00 $ 285.00

0.003 (rg an!r $ 55#000.00 $ 165.00

J&%la) @2B $ 5#250.00

J#%'a +4, < +6, R- 451473.33

44.5 M$%a"ag 4 (g P'at "i%-#' 1 'ada"a1 i(ata gordig ; Tr$("tag

Baa

1.150 Kg e*i Pla' lana*an #Tre,*'ang $ 9#800.00 $ 11#270.00

J&%la) @1B $ 11#270.00

T$aga

0.060 (rg Pe,er"a $ 35#000.00 $ 2#100.00

0.060 (rg T&,ang be*i $ 45#000.00 $ 2#700.00

0.006 (rg Ke$ala '&,ang $ 47#500.00 $ 285.00

0.003 (rg an!r $ 55#000.00 $ 165.00

J&%la) @2B $ 5#250.00

J#%'a +4, < +6, R- 41563.33

44.. 4 % Pa"aga Ta'ag P$%&#'# Pi-a P?C 7> T-$ D

Baa

1.000 % Pi$a P 4 T$e D $ 49#750.00 $ 49#750.00

1.000 b" Kle% P $ 1#125.00 $ 1#125.00

J&%la) @1B $ 50#875.00

T$aga

0.250 (rg Pe,er"a $ 35#000.00 $ 8#750.00

J&%la) @2B $ 8#750.00

J#%'a +4, < +6, R- 59165.33

44.2. 4 % Pa"aga Ta'ag P$%&#'# Pi-a P?C 8> T-$ D

Baa

1.000 % Pi$a P 3 T$e D $ 33#900.00 $ 33#900.00

1.000 b" Kle% P $ 1#125.00 $ 1#125.00

J&%la) @1B $ 35#025.00



Halaan 2"

T$aga

0.250 (rg Pe,er"a $ 35#000.00 $ 8#750.00

J&%la) @2B $ 8#750.00

J#%'a +4, < +6, R- 781225.33

46. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN

48. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA

47. ANALISA BIAYA KONSTRUKSI PEKERJAAN *ALAMAN45. ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK

4. ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI



27

DATAR *ARGA BA*AN BANGUNAN ; UPA* KERJA

L!,a*i : ilaa) ;;; Pa*&r&an

Peri!e : 2010

No. JENIS BA*AN Sat. *arga + R- ,

A. BA*AN BANGUNAN

1 Pa*ir Ur&g %3 47#500.00

2 Pa*ir Pa*ang %3 72#500.00

3 Pa*ir !r %3 125#000.00

4 Tana) Ur&g %3 45#000.00

5 Tana) Ur&g Ta%an %3 50#000.00

6 a'& ela) 1520 %3 90#000.00

7 a'& $e+a) %e*in 12 %3 170#000.00

8 a'& $e+a) %e*in 23 %3 160#000.00

9 a'& $e+a) l!,al 23 %3 120#000.00

10 a'& $e+a) l!,al 12 %3 125#000.00

11 Sir'& ,la* %3 48#500.00

12 a'a era) b" 400.00

13 P!r'lan e%en' @PB 40 Kg a, 43#500.00

14 P!r'lan e%en' @PB P&'i) a, 65#000.00

15 Se%en arna ,g 1#950.00

16 e'!n ea %iE K 225 %3 515#000.00

17 e*i e'!n P!l!* ,g 6#600.00

18 e*i e'!n Ulir ,g 6#800.00

19 a"a Pr!l Kanal ,g 8#800.00

20 a"a *i,& L ,g 9#000.00

21 a"a ,g 8#600.00

22 e*i $engi,a' ,!n*'r&,*i ,&a2 ,a& ,g 9#200.00

23 a"a Pla' *i%$&l #Tre,*'ang#ba&' ,g 9#800.00

24 Gle,'r!a ,g 28#000.00

25 Ka>a' e'!n @ benra' B ,g 13#500.00

26 &i* e'!n 15 % b" 33#000.00

27 &i* e'!n 20 % b" 39#375.00

28 &i* e'!n 30 % b" 45#000.00

29 ina, a' @ B l'r 7#500.00

30 ina, $el&%a* begi*'ing l'r 4#500.00

31 a' eni Ka& Peang ,g 17#000.00

32 a' eni e*i Qin+)r!%a'e AOian ,g 25#000.00

33 a' Ka& +a' be*i AOian ,g 35#000.00

34 a' Dining De+!li') ,g 16#750.00

35 a' ea')er*iel !>ileE L'r 70#000.00

36 Pla%ir Dining ,g 6#500.00

37 Ker'a* /!*!, lbr 3#000.00

38 K&a* 4 b) 9#000.00

39 Ka+a ening 5 %% %2 78#500.00

40 Ka+a aban 5 %% %2 87#500.00

41 Ka+a G* 5 %% %2 105#000.00

42 Ka& eran'i Pa$an *gl &,&ran %3 2#800#000.00

43 Ka& Ka%$er Pa$an *gl &,&ran %3 7#750#000.00

44 Ka& eran'i al!, *gl &,&ran %3 2#500#000.00

45 Ka& Ka%$er al!, *gl &,&ran %3 7#250#000.00

46 Ka& Pa$an Ta)&n %3 1#200#000.00

47 Ka& Ta)&n @e,e*'ingB %3 2#300#000.00

48 A*be* a'ar 'ebal 4 %% 1 E 1 % - Kerang lbr 8#000.00

49 Tri$le, @90E210B 4 %% lbr 45#000.00

50 Tri$le, @120E240B 4 %% lbr 56#250.00

51 Tri$le, La$i* Al&%ini&% @120E240B 4 %% lbr 98#000.00

52 &l'i$le, @120E240B 6 %% lbr 76#000.00



2#


53 &l'i$le, @120E240B 9 %% lbr 95#000.00

54 &l'i$le, @120E240B 12 %% lbr 160#000.00

55 Pl>!! 9 %% @122E244B lbr 95#000.00

56 Kera%i, 20 E 20 - A*ia K 1 %2 40#000.0057 Kera%i, @30E30B A*ia Pla'in&% K 1 %2 34#500.00

58 Kera%i, @40E40B A*ia Pla'in&% K 1 %2 60#000.00

59 Kera%i, Dining @ 20E20 %# 20E25 % B-A*ia %2 50#000.00

60 Plin' Kera%i, 720#730 b) 8#000.00

61 S'e$n!*ing Kera%i, ar'i*'i, b) 5#000.00

62 Seng /el!%bang @300E90B JLS 30 lbr 82#400.00

63 Tea,>!! @120E240E4B lbr 90#000.00

64 Tea,>!! @110E210E4B lbr 60#000.00

65 Li*' /$*&% % 11#250.00

66 Le% Ka& a"a>ali @ P&'i) B ,g 11#000.00

67 Le% Ka& a"a>ali @ K&ning B ,g 20#000.00

68 Pa,& bal!, $a$an ,g 13#500.0069 Pa,& e'erni'$a,& $a&ng Kg 15#000.00

70 Pa,& eng Kg 13#500.00

71 Gng*el A= $in'& " 25#000.00

72 Gng*el "enela A= S'el 20#000.00

73 Gng*el ge*er Pin'& $eng&n+i Se' 375#000.00

74 K&n+i *el!' ) 225#000.00

75 K&n+i *el!' ,e+il ) 105#000.00

76 /renel Pin'& " 30#000.00

77 /renel Jenela " 20#000.00

78 =a, Angin Si,&'an " 27#500.00

79 Pegangan $in'& ) 101#250.00

80 Kran Air ia%e'er 12 (NDA " 45#000.0081 Kran Air a*'ael 12 (NDA " 120#000.00

82 S'!$ ,ran 12 " 27#200.00

83 Pi$a P ia%e'er 58 D @ !n&i' B % 1#750.00

84 Pi$a P Kla* S 12.5 ia%e'er 3 @ 90 %% B % 33#900.00

85 Pi$a P Kla* S 12.5 ia%e'er 4 @ 110 %% B % 49#750.00

86 Pi$a /; @ e SA B ia%e'er 12 % 18#500.00

87 Pi$a /; @ e SA B ia%e'er 34 % 26#000.00

88 P$ra'ata Pi-a / AFF$"ori$" :

89 S'!$ ,ran 1 b) 42#350.00

90 S'!$ ,ran 34 b) 39#000.00

91 S!+, /; ia%e'er 34 b) 3#817#45

92 S!+, /; ia%e'er 12 b) 2#966#6093 en /; ia%e'er 34 b) 4#000.00

94 en /; ia%e'er 12 b) 2#700.00

95 en P ia%e'er 32 %% b) 3#080.00

96 en P ia%e'er 25 %% b) 2#310.00

97 S+re> *!+,e ia%e'er 32 %% b) 4#550.00

98 Tee P ia. 32 E 32 b) 4#300.00

99 Tee P ia. 32 E 25 b) 4#000.00

100 Tee P ia. 25 E 25 b) 3#000.00

101 e&+er P ia 32 E 25 b) 2#430.00

102 e&+er /; ia 4 E 3 b) 78#540.00

103 e&+er /; ia 3 E 2 12 b) 66#760.00

104 e&+er /; ia 2 12 E 2 b) 40#810.00105 e&+er /; ia 2 E 1 12 b) 31#100.00

106 e&+er /; ia 1 12 E 1 14 b) 9#240.00

107 e&+er /; ia 1 14 E 1 b) 5#080.00

108 Single Air alOe ia 12 b) 117#000.00

109 Single Air alOe ia 34 b) 117#000.00

110 Air OalOe ia 12 b) 184#800.00

111 D!$ /; ia 34 b) 3#603.60

112 D!$ P ia. 32 b) 3#562.50

113 D!$ P ia. 25 b) 2#600.00

114 S!+, raa' l&ar P ia. 34 b) 16#840.00



29


115 S!+, raa' ala% /; ia. 12 b) 7#700.00

116 e&+er P ia. 34 E 12 b) 3#000.00

117 D!&ble ne$$le /; ia. 12 b) 3#000.00

118 !E Panel 40 E 60 +% b" 500#000.00119 Sa,elar r!+! b" 32#000.00

120 S'!$ ,!n'a, r!+! b" 25#000.00

121 La%$& TL 2 E 18# leng,a$ reMe,'!r @ SAKA B b) 190#000.00

122 La%$& TL 2 E 38# leng,a$ reMe,'!r @ SAKA B b) 280#000.00

122 La%$& D!>n Lig)' 14 - 4 b) 108#000.00

123 La%$& SL /enie 11 >a'' i''ing b) 17#500.00

124 La%$& SL /enie 18 >a'' i''ing b) 27#500.00

125 Se,ering Ka* 3 /r!&$ Uni' 108#000.00

126 6 - 10 A erlin /erin Uni' 105#000.00

127 Kabel N<A 500 !l' 1E2.5 %% % 3#100.00

128 Kabel N<A 500 !l' 1E4.0 %% % 4#500.00

129 Kabel N<< 3E2.5 %% % 10#500.00130 Kabel N<< 2E1.5 %% % 7#800.00

131 Kabel N<< 4E4.0 %% % 30#000.00

132 Kabel N<< 4E4.0 %% % 40#000.00

133 Kabel N<< 4E10.0 %% % 50#000.00

134 Kabel N<< 4E16.0 %% % 85#000.00

135 Kabel N<< 4E25.0 %% % 125#000.00

136 Kabel N<< 4E35.0 %% % 150#000.00

137 Urin!ir K;A b) 780#000.00

138 Kl!*e' J!ng,!, P!r*elen K;A b) 165#000.00

139 Kl!*e' D&&, !n!bl!, K;A b) 1#485#000.00

140 a*'ael K;A b) 510#000.00

141 a, ani Kera%i, b) 500#000.00142 l!!r rain @ Sreen AO!er B An'i ,e+!a b) 65#000.00

143 a'er rain A++e**!rie* @ AO!&r B ) 25#500.00

144 Seal 'a$e @TAB b) 1#700.00

145 ;*!la'!r b) 600.00

146 La* !! b) 325.00

147 T !* P b) 800.00

148 Pin'& al&%ini&% Ka+a %2 450#000.00

149 Jenela al&%ini&% Ka+a %2 280#000.00

150 Da&n $in'& P ,&*en &n'&, K &ni' 295#000.00

151 Pr!l Al&%ini&% 3 E 2 @ AleEin! r!>n B % 45#000.00

152 Seli%ar Al&%ini&% 2 E 1 @ AleEin! r!>n B % 38#500.00

153 Kare' ,&*en al&%ini&% % 14#100.00

B. UPA* TENAGA KERJA

1 an!r (rg=r 55#000.00

2 Ke$ala T&,ang Ka& (rg=r 47#500.00

3 T&,ang Ka& (rg=r 45#000.00

4 Ke$ala T&,ang a'& (rg=r 47#500.00

5 T&,ang a'& (rg=r 45#000.00

6 Ke$ala T&,ang a' (rg=r 47#500.00

7 T&,ang a' (rg=r 45#000.00

8 Ke$ala T&,ang Li*'ri, (rg=r 47#500.00

9 T&,ang Li*'ri, (rg=r 45#000.0010 Ke$ala T&,ang Pi$a (rg=r 47#500.00

11 T&,ang Pi$a (rg=r 45#000.00

12 Ke$ala T&,ang e*i (rg=r 47#500.00

13 T&,ang e*i (rg=r 45#000.00

14 Pe,er"a (rg=r 35#000.00



$0


C. SE@A ALAT

1 Se>a Penga&, e'!n 0#50 %3 @ %in 3 "a% B $er )ari 100#000.00

2 Se>a P&%$ a'er @ %in 3 "a% B $er )ari 100#000.003 Se>a ibara'!r !ller @ %in 5 "a% B $er "a% 30#000.00

4 Se>a Ala' an'& @ *e' 3 ala' B $er )ari 45#000.00

5 Se>a D&%$ Tr&+, $er )ari 250#000.00

6 Se>a G*+aOa'!r $er "a% 130#000.00

7 Se>a S+a!ling $er b&lan 32#500.00

8 Se>a ala' $era,i'an be*i $er "a% 5#000.00

Si!ar"!# 9 N!$e%ber 2010

Dib&a' (le)

K!n*&l'an Peren+ana

C?. MATRA CIPTA

Ir.Ko"%a" @a# N.

Dire,'&r



$!

10#687.50

10#687.50

3#937#500.00

3#750#000.00 7#087#500.00



$2



$$

450#000.00

450#000.00

14#100.00



$%



$&



$"



$7



$#



$9



%0



%!



%2



JAD@AL




TA*AP : I + Sat# ,

No Uraia -$($raa Sat ?o'#%$BOBOT

+ = ,

I. PEKERJAAN LANTAI IA P$($raa P$r"ia-a

1 Pe%ber*i)an L!,a*i 640.00 0.1348

2 Dire,*i Kee' /&ang l* 1.00 0.3252

3 Pa$an Na%a b) 1.00 0.0279

4 Pagar Pr!e, % 80.00 0.3717

3.0595

B P$($raa Taa

1 /alian P!na*i a'& Kali Se'e%$a' 261.50 0.4475

2 /alian P!na*i S&%&ran % 189.40 0.3986

3 Ur&g Ke%bali 451.90 0.2578

4 Sir'& Ur&g Pe%aa'an 356.50 1.5293

6.884C P$($raa Pa"aga

D P$($raa B$to

1 Lan'ai Ker"a 5 +% aba' Lan'ai ia*a 13.60 0.4356

2 aba' Lan'ai 5 +% er'&lang er%e*) 8 14.40 2.0817

3 P!na*i 'ela$a, e'!n 7.09 1.1534

4 P!na*i S&%&ran ia 100 60 +% - 6 % 167.68 16.8286

5 Sl!! 1530 2.70 0.4526

6 Sl!! 2550 38.63 5.9858

7 Saa$ Sl!! 2550 59.14 9.1639

8 Sl!! Pra,'i* 1115 % 3.00 0.0109

9 K!l!% S'r&,'&r 2525 3.25 0.5798

10 K!l!% S'r&,'&r 5050 39.20 7.353611 al!, K!n*!l Pena)an a"a 7.18 1.4136

12 Pla' e'!n L' 2 Tangga 37.92 7.8592

58.8400

E. P$($raa Baa

1 al!, 400.200.8.13 a*'ila'e ,g 4#752.00 4.5243

2 al!, 300.150.6#5.9 ,g 5#431.60 5.1714

3 al!, Ana, 250.125.6.9 ,g 828.80 0.789

4 al!, agi 200.100.5#5.8 ,g 2#048.00 1.9499

5 K!n*'r&,*i 150.75.5.7 & 'angga *b ,g 336.00 0.3199

6 K!n*'r&,*i Si,& 70.70.7 U $lene* *a%b&ngan Tan ,g 535.80 0.5178

7 Pla' 16 %%#14%%# 12 %% ll & Plene* ib ,g 2#935.80 3.0043

8 Pla' 4#5 %% & ana, 'angga ,g 541.40 0.5540

9 ,g 11.40 0.0058

10 a&' Ang,er 16 %% - 25 +% b) 204.00 0.4992

11 a&' 14 %% b) 56.00 0.0659

12 a&' 12 %% b) 240.00 0.2156

42.424


B P$($raa B$to

1 K!l!% S'r&,'&r 5050 15.75 2.9546

2 al!, K!n*!l Pena)an a"a 4.07 0.8013

3 Pla' e'!n L' 3 40.32 8.3567

46.4465

C. P$($raa Baa

1 al!, 450.200.9.14 a*'ila'e ,g 5#472.00 5.2098

2 al!, 300.150.6#5.9 ,g 2#936.00 2.79533 al!, Ana, 250.125.6.9 ,g 1#657.60 1.5782

4 al!, agi 200.100.5#5.8 ,g 1#194.67 1.1374

5 K!n*'r&,*i Si,& 70.70.7 U $lene* *a%b&ngan ,g 113.70 0.1099

6 Pla' 16 %%#14%%# 12 %% ll & Plene* ib ,g 2#129.23 2.1789

7 ,g 16.28 0.0088

8 a&' Ang,er 16 %% - 25 +% b) 112.00 0.2740

9 a&' 14 %% b) 56.00 0.0659

10 a&' 12 %% b) 112.00 0.1006

48.7509

65.5247

433.33

%2

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

%3

e*i 12 %% & *)ear +!nne+'!r

%3

%3

%3

e*i 12 %% & *)ear +!nne+'!r



ANAL;SA PGKGJAAN K(NSTUKS;



. ATA ;PTA

GNANA AN//AAN ;A<A

GN/;NG GST;ATG

PGKGJAAN : PGAN/UNAN /GDUN/

ALA; D;KLAT SANT; P(GS;(NAL

L(KAS; : JL. S;D(/;; K. 5 KAT(N

PASUUAN - JAA T;U

T= AN//AAN 2001

. ATA ;PTA



. ATA ;PTA

rab diklat sidogiri 2a

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