master hspk wilayah.xlsx

8/15/2019 Master HSPK Wilayah.xlsx

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D A F T A R

S U M B E R D A T A :

D A E R A H :

URAIANO. KODE

I A. 2.2.1 HARGA SATUAN PEKERJAAN PERSIAPAN

1 A.2.2.1.2 Pagar Sementara dari Seng Gelombang Tinggi 2,

2 A.2.2.1.4 Pengukuran dan Pemasangan Bouwplank

3 A.2.2.1. Pembuatan !antor Sementara dg "antai Plestera

4 A.2.2.1.# Pembuatan Gudang Semen dan Peralatan

A.2.2.1.$ %embersi&kan "apangan dan Perataan

' A.2.2.1.10 Pembuatan Steger(Peran)a& dari Bambu

# A.2.2.1.11 Pembuatan !otak Adukan ukuran 40)m*0)m*2

+ A.2.2.1.13 Bongkaran Beton Bertulang

$ A.2.2.1.14 Bongkaran inding Tembok Bata %era&

II A.2.3.1 HARGA SATUAN PEKERJAAN TANAH

1 A.2.3.1.1 %enggali Tana& Biasa Sedalam 1 m



4 A.2.3.1.4 %enggali Tana& !eras Sedalam 1 m

A.2.3.1. %enggali Tana& -adas Sedalam 1 m

' A.2.3.1.' %enggali Tana& "umpur Sedalam 1 m

# A.2.3.1.# %engerakan Striping Tebing Setinggi 1 m

+ A.2.3.1.+ %embuangTana& seau& 30 m/

$ A.2.3.1.$ Pengurugan !embali

10 A.2.3.1.10 Pemadatan Tana& per 20 )m

11 A.2.3.1.11 rugan Pasir

12 A.2.3.1.12 "apisan Pudel -mp. 1!p 3Ps #T"

13 A.2.3.1.13 Pemasangan "apisan uk tebal 10 )m unt Bidang

14 A.2.3.1.14 %engurug Sirtu Padat

III A.3.2.1. HARGA SATUAN PEKERJAAN PONDASI

1 A.3.2.1.1 Pemasangan Pondasi Batu Bela& 1SP 3 PP

2 A.3.2.1.2 Pemasangan Pondasi Batu Bela& 1SP 4 PP

3 A 3 2 1 3 Pemasangan Pondasi Batu Bela& 1SP PP


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A.3.2.1. Pemasangan Pondasi Batu Bela& 1SP + PP

' A.3.2.1.' Pemasangan Pondasi Batu Bela& 1SP 1!P 2P

# A.3.2.1.# Pemasangan Pondasi Batu Bela&, 1 SP 3 !P 1

+ A.3.2.1.+ Pemasangan Pondasi Batu Bela&, 6 SP 1!P 4

$ A.3.2.1.$ Pemasang Batu !osong(Anstamping

10 A.3.2.1.10 Pasang Pondasi Siklop, '07 Beton -amp. 1P-

11 A.3.2.1.11 Pasang Pondasi Sumuran diameter 100 )m

IV A.4.4.1 HARGA SATUAN PEKERJAAN PASANGAN DIN

1 A.4.4.1.1 Pemasangan inding Bata %era& ukuran *11*2

2 A.4.4.1.2 Pemasangan inding Bata %era& kuran *11*



A.4.4.1. Pemasangan inding Bata %era& kuran *11*

' A.4.4.1.' Pemasangan inding Bata %era& kuran *11*

# A.4.4.1.# Pemasangan inding Bata %era& kuran *11*

+ A.4.4.1.+ Pemasangan inding Bata %era& kuran *11*

$ A.4.4.1.$ Pemasangan inding Bata %era& kuran *11*







1' A.4.4.1.20 Pemasangan inding 9B(-B 10, spe)i )amp. 1S

1# A.4.4.1.21 Pemasangan inding 9B(-B 10, spe)i )amp. 1S

1+ A.4.4.1.22 Pemasangan inding Terawang 5ooster k, 12

1$ A.4.4.1.23 Pemasangan inding Terawang 5ooster k, 12

V A.4.4.2 HARGA SATUAN PEKERJAAN PLESTERAN

1 A,4,4,2.1 Pemasangan Plesteran 1 P) 1 Pp Tebal 1 mm




A,4,4,2. Pemasangan Plesteran 1 P) Pp Tebal 1 mm

' A 4 4 2 ' P Pl t 1 P ' P T b l 1


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+ A,4,4,2.+ Pemasangan Plesteran 1 P) + Pp Tebal 1 mm

$ A.4.4.2.$ Pemasangan Plesteran 1 P) 1(2 !p 3 Pp Tebal

10 A,4,4,2.10 Pemasangan Plesteran 1 P) 2 !p + Pp Tebal 1

11 A,4,4,2.11 Pemasangan Plesteran 1 S% 1 !p 1 Pp Tebal 1

12 A,4,4,2.12 Pemasangan Plesteran 1 S% 1 !p 2 Pp Tebal 1


14 A,4,4,2.14 Pemasangan Plesteran 1P) 3Pp Tebal 20 mm


1' A,4,4,2.1' Pemasangan Plesteran 1P) Pp Tebal 20 mm

1# A,4,4,2.1# Pemasangan Plesteran 1P) 'Pp Tebal 20 mm

1+ A,4,4,2.1+ Pemasangan Plesteran 1 S% 2 !p 2 Pp Tebal

1$ A,4,4,2.1$ Pemasangan Berapen 1 P) Pp Tebal 1 mm

20 A,4,4,2.20 Pemasangan Plesteran Skoning 1 P) 2Pp, lebar

21 A,4,4,2.23 Pemasangan Plesteran -iprat 1P) 2 Pp

22 A,4,4,2.24 Pemasangan :inis&ing Siar Pasangan inding Ba

23 A,4,4,2.2 Pemasangan :inis&ing Siar Pasangan inding -o

24 A,4,4,2.2' Pemasangan :inis&ing Siar Pas.Batu !ali Adukan

2 A,4,4,2.2# Pemasangan A)ian

VI A.4.6.1 HARGA SATUAN PEKERJAAN K A Y U

1 A.4.'.1.1 Pembuatan 8 Pemasangan !osen Pintu 8


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URAIANO. KODE

1+ A.4.'.1.1+ Pemasangan 5angka Atap Sirap, !a=u !las

1$ A.4.'.1.1$ Pemasangan 5angka "angit@langit 0*1,00 m,

20 A.4.'.1.20 Pemasangan 5angka "angit@langit '0*'0 )m, k

21 A.4.'.1.21 Pemasangan "istplank k. 3*20)m !a=u klas

22 A.4.'.1.22 Pemasangan "istplank k. 3*30)m !a=u klas

23 A.4.'.1.23 Pemasangan 5angka inding Pemisa& '0*120

24 A.4.'.1.24 Pemasangan inding Pemisa& Teakwood 5angk

2 A.4.'.1.2 Pemasangan inding Pemisa& Pl=wood 5angkap

2' A.4.'.1.2' Pemasangan inding "ambriCiring dari Papan kla

2# A.4.'.1.2# Pemasangan inding "ambriCiring dari Pl=wood

2+ A.4.'.1.2+ Pemasangan inding Bilik, 5angka !a=u !las

VII A.4.1.1 HARGA SATUAN PEKERJAAN B E T O N

1 A.4.1.1.1 %embuat Beton mutu >/);#,4 %pa !100, slum 1

2 A.4.1.1.2 %embuat Beton mutu >/);$,+ %pa !12, slum 1

3 A.4.1.1.3 %embuat Beton mutu >/);12,2 %pa !10, slum

4 A.4.1.1.4 %embuat "antai !era Beton mutu >/);#,4 %Pa

A.4.1.1. %embuat Beton mutu >/);14, %Pa !1#, slum

' A.4.1.1.' %embuat Beton mutu >/);1',$ %Pa !200, slum

# A.4.1.1.# %embuat Beton mutu >/);1$,3 %Pa !22, slum

+ A.4.1.1.+ %embuat Beton mutu >/);21,# %Pa !20, slum

$ A.4.1.1.$ %embuat "antai !era Beton mutu >/);24,0 %Pa

10 A.4.1.1.10 %embuat Beton mutu >/);2',4 %Pa !300, slum

11 A.4.1.1.11 %embuat Beton mutu >/);2+,+ %Pa !32, slum

12 A.4.1.1.12 %embuat Beton mutu >/);31,2 %Pa !30, slum

13 A.4.1.1.1# Pembesian dg Besi Polos atau Besi lir

14 A.4.1.1.1+ !abel Presstresed Polos(strand

1 A.4.1.1.1$


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25 A.4.1.1.29 Membuat loo! Beton Bertulang (200 kg Besi + B

2" A.4.1.1.#0 Membuat $olom Beton Bertulang (#00 kg Besi +

2% A.4.1.1.#1 Membuat Balok Beton Bertulang (200 kg Besi + B

28 A.4.1.1.#2 Membuat Balok Beton Bertulang (150 kg Besi + B

29 A.4.1.1.## Membuat &inding Beton Bertulang (150 kg Besi +

#0 A.4.1.1.#4 Membuat 'angga Beton Bertulang (200 kg Besi +

#1 A.4.1.1.#5 Membuat $olom Penguat Beton Bertulang (11

#2 A.4.1.1.#" Membuat *ing Balok Beton Bertulang (10 15)

VIII A.4.5.2 HARGA SATUAN PEKERJAAN PENUTUP AT

1 A.4..2.1 Pemasangan Atap Genteng Plentong !e)il

2 A.4..2.2 Pemasangan Atap Genteng !odok ( Glasur

3 A.4..2.3 Pemasangan Atap Genteng Plentong Super ( Bes

4 A.4..2.4 Pemasangan Genteng Bubung Plentong

A.4..2. Pemasangan Genteng Bubung !odok ( Glasur

' A.4..2.' Pemasangan Genteng Bubung Plentong Besar

# A.4..2.$ Pemasangan Atap Asbes Gelombang 2,2*0,$2

+ A.4..2.10 Pemasangan Atap Asbes Gelombang 2,00*0,$2

$ A.4..2.12 Pemasangan Atap Asbes Gelombang 3,00*1,0

10 A.4..2.1 Pemasangan Atap Asbes Gelombang 2,10*1,0

11 A.4..2.30 Pemasangan Atap Genteng Beton

12 A.4..2.32 Pemasangan Atap Genteng %etal

13 A.4..2.33 Pemasangan Atap Sirap

14 A.4..2.34 Pemasangan ok Genteng Beton

1 A.4..2.3' Pemasangan ok Genteng %etal

1' A.4..2.3# Pemasangan ok Sirap

1# A.4..2.3+ Pemasangan Atap Seng Gelombang

1+ A.4..2.3$ Pemasangan Atap ok Seng

1$ A.4..2.42 Pasang Allumunium :oil ( Sisalation

IX A.4.5.1 HARGA SATUAN PEKERJAAN LANGITLANGI

1 A.4..1.1 Pemasangan "angit@langit Asbes 1,00*1,00 m, t

2 A.4..1.2 Pemasangan "angit@langit Akustik kuran 30*30

3 A.4..1.3 Pemasangan "angit@langit Akustik kuran 30*'0

4 A.4..1.4 Pemasangan "angit@langit Akustik kuran '0*12

A 4 1 % " it l it T i l k k 120 240


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URAIANO. KODE

# A.4..1.# %emasang "angit@langit G=psu Board, k 120*2

+ A.4..1.$ %emasang "angit@langit Akuatik k '0*120 )m

$ A.4..1.10 "ist "angit@"angit !a=u Pro>il

X A.5.1.1 HARGA SATUAN PEKERJAAN SANITASI DAL

1 A..1.1.1 %emasang -loset uduk ( %ono Blok

2 A..1.1.2 %emasang -loset el

A..1.1.' Pemasangan Bat&)uip porselen

' A..1.1.# Pemasangan Bak :ibreglass ol.1 m3

# A..1.1.+ %emasang Bak %andi Batu Bata Dol. 0,30 m3

+ A..1.1.12 Pemasangan Bak -u)i Piring Stainless stell

$ A..1.1.14 Pemasangan :loor rain

10 A..1.1.1 Pemasangan Bak !ontrol Pas.Batu Bata 30*30 ti

11 A..1.1.1' Pemasangan Bak !ontrol Pas.Batu Bata 4 * 4

12 A..1.1.1# Pemasangan Bak !ontrol Pas.Batu Bata '0*'0 ti

13 A..1.1.1+ Pemasangan Pipa Galanis H IJ

14 A..1.1.1$ Pemasangan !ran H IJ atau H KJ

1 A..1.1.20 Pemasangan Pipa Galanis H KJ

1' A..1.1.21 Pemasangan Pipa Galanis H 1J

1# A..1.1.22 Pemasangan Pipa Galanis H 1I J

1+ A..1.1.23 Pemasangan Pipa Galanis H 3J

1$ A..1.1.24 Pemasangan Pipa Galanis H 4J

20 A..1.1.2 Pemasangan Pipa PD- tipe AF H IJ

21 A..1.1.2' Pemasangan Pipa PD- tipe AF H KJ

22 A..1.1.2# Pemasangan Pipa PD- tipe AF H 1J

23 A..1.1.2+ Pemasangan Pipa PD- tipe AF H 1IJ

24 A..1.1.2$ Pemasangan Pipa PD- tipe AF H 2J

2 A..1.1.31 Pemasangan Pipa PD- tipe AF H 3J

2' A..1.1.32 Pemasangan Pipa PD- tipe AF H 4J

2# A..1.1.33 Pemasangan Pipa Air "imba&


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URAIANO. KODE

1 A.4.2.1.1 Pemasangan Besi Pro>il

2 A.4.2.1.2 Pemasangan 5angka !uda@kuda Baa F:

3 A.4.2.1.3 Pengeraan Pekeraan Perakitan !uda@kuda Baa

4 A.4.2.1.4 Pembuatan Pintu Besi Plat Baa tebal 2 mm rang

A.4.2.1. Pengeraan Pengelasan dengan "as "istrik

' A.4.2.1.# Pemasangan Pintu 5olling oor Besi

# A.4.2.1.+ Pemasangan Pintu "ipat :olding oor

+ A.4.2.1.$ Pemasangan Suns)reen Allumunium

$ A.4.2.1.10 Pemasangan 5olling oor Allumunium

10 A.4.2.1.11 Pemasangan !usen Pintu Allumunium

11 A.4.2.1.12 Pemasangan Pintu Allumunium Strip "ebar + )m

12 A.4.2.1.13 Pemasangan Pintu !a)a 5angka Allumunium

13 A.4.2.1.14 Pemasangan Denetions Blinds 8 Derti)al Blinds

14 A.4.2.1.1 Pemasangan Terali Besi Strip 2*3 )m

1 A.4.2.1.1' Pemasangan !awat =amuk

1' A.4.2.1.1# Pemasangan


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1 A.4.4.3.2 Pemasangan lantai bin P- Abu@abu k. 30 * 30

2 A.4.4.3.3 Pemasangan lantai bin P- Abu@abu k. 20 * 20

3 A.4.4.3. Pemasangan lantai bin P- Farna k. 30 * 30 )

4 A.4.4.3.' Pemasangan lantai bin P- Farna k. 20 * 20 )

A.4.4.3.$ Pemasangan lantai bin Granito k. 40 * 40 )m

' A.4.4.3.1' Pemasangan bin Plin P).Abu@abu k. 1 * 20 )

# A.4.4.3.1$ Pemasangan bin Plin P).Farna k. 10 * 20 )m

+ A.4.4.3.32 Pemasangan "antai !eramik 10* 20 )m

$ A.4.4.3.33 Pemasangan lantai !eramik k. 10 * 10 )m ( *

10 A.4.4.3.34 Pemasangan "antai !eramik 33 * 33 )m

11 A.4.4.3.3 Pemasangan "antai !eramik 30 * 30 )m

12 A.4.4.3.3' Pemasangan "antai !eramik 20 * 20 )m

13 A.4.4.3.3# Pemasangan "antai !eramik uk.10 * 33 )m, untu

14 A.4.4.3.3$ Pemasangan Plint !eramik kuran 10*20 )m

1 A.4.4.3.40 Pemasangan Plint !eramik kuran 10*10 )m

1' A.4.4.3.41 Pemasangan Plint !eramik kuran *20 )m

1# A.4.4.3.43 Pemasangan "antai %armer kuran 1.00*1.00 )

1+ A.4.4.3.44 Pemasangan "antai !arpet

1$ A.4.4.3.4' Pemasangan "antai ParLuet


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$ A.4.#.1.$ Pelaburan Bidang !a=u dg Dernis

10 A.4.#.1.10 Penge)at Tembok Baru 1lap.Plamir, 1lap -at a

11 A.4.#.1.11 Penge)atan Tembok "ama 1lap.Plamir, 2lap -at

12 A.4.#.1.12 Penge)atan Tembok dengan !alkarium

13 A.4.#.1.13 Pelaburan Tembok dengan !apur Siri&

14 A.4.#.1.14 Pelaburan Tembok lama dengan !apur Siri& pe

1 A.4.#.1.1 Pemasangan Fallpaper

1' A.4.#.1.1' Penge)atan Permukaan Baa dg %eni Besi

1# A.4.#.1.1# Penge)atan Permukaan Baa dg %eni Besi 8 Pe


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H A R G A S A T U A N P E K E R J A A N

TOKO SETEMPAT

'ILAYAH A (KE". "ILA"AP UTARA) KE". "ILA"AP SELATAN) KE". "ILA"AP TENGAH

PEKERJAAN

HARGA SATUAN PEKERJAAN

SAT MINIMUM MAKSIMUM

(R*+ (R*+

0 m m/ '$4,320.00 #3',#'$.00

m/ 14,$1+.0 1'2,+2#.0

m2 1,$33,'4'.00 2,041,+4#.0

m2 1,$2,#04.00 2,02+,+1.00

m2 $,'2.00 10,#2.00

m2 24$,##.20 2#0,#$.0

)m b& '1,31$.00 +$,00.00

m3 +4,32'.00 $34,$+$.00

m3 40,#13.00 442,#44.0

m3 4#,1'2.0 1,'2.0

m3 #,''#.0 '3,112.0

m3 '+,31.0 #4,+2#.0

m3 '2,#++.00 '+,'40.00

m3 $,040.00 103,$0.00

m3 #,+1#.0 +2,$12.0

m2 3,3+2.0 3,#12.0

m3 3,3+2.0 3,#12.0

m3 1(3 * Gal.tana&

m3 33,+2.00 3#,12.00

m3 124,4'.00 13$,42.00

m3 211,'12.0 231,220.00

5esapan m2 ',34#.0 '0,'3#.0

m3 1#,312.0 203,3'2.0

m3 #2#,303.0 #$0,+0'.0

m3 '#2,144.00 #34,0+.0

m3 '33 $30 00 '$ 02 0


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PEKERJAAN



(R*+ (R*+

m3 #0,240.00 '30,4$2.0

m3 4#+,#20.00 3#,4+#.0

0 PP m3 1,2'.00 '11,$13.0

PP m3 1',+#.00 #',2#3.0

m3 32,+42.00 3#0,'#2.0

2PB 3!5 8 407 Batu Bela& m3 2,022,#0#.0 2,143,0'4.00

m3 #2',$#3.0 #+0,$'1.0

ING

2 )m Tebal 1 bata -amp. 1SP 2PP m2 200,0'+.00 21,+42.00

2 )m Tebal 1 Bata -amp. 1SP 3PP m2 1+,323.'0 200,+14.$0

2 )m Tebal 1 Bata -amp. 1SP 4PP m2 1#,+3$.40 1$1,0+2.10

2 )m Tebal 1 Bata -amp. 1SP PP m2 1#0,2#.'0 1+,4#.40

2 )m Tebal 1 Bata -amp. 1SP 'PP m2 1'',$'$.00 1+2,33'.00

2 )m Tebal 1 Bata -amp. 1SP 3 !P 10PP m2 1#,#3#.'$ 1#2,+2.4'

2)m Tebal 1(2 Bata -amp. 1SP 2PP m2 $,2.'0 103,2+3.40

2)m Tebal 1(2 Bata -amp. 1SP 3PP m2 ++,+31.1' $',3$3.44

2)m Tebal 1(2 Bata -amp. 1SP 4PP m2 +4,+21.00 $2,30'.0

2)m Tebal 1(2 Bata -amp. 1SP PP m2 +2,2+$.24 +$,#2#.''

2)m Tebal 1(2 Bata -amp. 1SP 'PP m2 +0,'+'.#' ++,131.34

2)m Tebal 1(2 Bata -amp. 1SP +PP m2 #+,03$.0 +,420.0

2)m Tebal 1(2 Bata -amp. 1SP 3!P 10PP m2 #+,#$+.0 +',421.0

2)m Tebal 1(2 Bata -amp. 1SP 1S% 1PP m2 #2,3$'.0 #$,''.0

2)m Tebal 1(2 Bata -amp. 1!P 1S% 2PP m2 #$,0'2.0 #$,0'2.0

3PP m2 143,#'.1+ 1'',42.42

4PP m2 141,#4+.'4 1'4,$##.'

*11*24)m -amp. 1SP 2PP m2 21#,'$.0 24,2$.0

*11*24)m -amp. 1SP 4PP m2 213,4++.00 24$,$'$.0

m2 #,3$3.0# '1,0'1.#

m2 4$,+40.03 3,342.3$

m2 4',4#0.4# 4$,$14.'1

m2 44,24.32 4#,'4#.3+

m2 42,++2.31 4',2'1.$1

2 41 +31 $$ 4 1$4 2$


12/286

PEKERJAAN



(R*+ (R*+

m2 40,'0.#1 43,$+.##

1 mm m2 44,301.1+ 4#,#3$.12

mm m2 41,42'.00 44,$02.00

mm m2 3+,2$'.0 41,'$.0

mm m2 3+,10$.0 41,30.0

m2 '','34.++ #1,332.1+

m2 4+,20#.+4 1,'1#.'

m2 $,14+.#' '3,'$4.+4

m2 #,3#.$2 '1,+$1.4

m2 ,$1+.$+ '0,424.0'

0 mm m2 2,$+#.00 #,'23.0

m2 2',$4.31 2+,$+0.$1

10 mm m/ 41,4+'.0 44,'2#.00

m2 34,$$+.2' 3#,#0#.34

a %era& ;20 m/ m2 20,#$$.$4 22,30'.20

nblo)k ekspose ;+ m/ m2 $,$#4.+0 10,'++.#0

1P) 2Pp m2 43,020.12 4',21$.+

m2 2',2#3.0 2+,231.0

la !a=u klas m3 32,2+,'0.00 34,213,+0.00

la !a=u klas atau m3 12,'0,+2.00 13,0'3,32.00

!a=u !las !a=u !am>er m2 4$$,++$.0 1#,2#.00

der&ana !a=u !las m2 4$$,++$.0 1#,2#.00

=u !las atau m2 #0+,12.00 #41,12.0

!a=u !las atau m2 4$4,#+0.00 1$,+.00

i !a=u !las atau ati m2 2,231,'2.00 2,31,140.00

angkap rangka !a=u !las lbr s(d $0 )m m2 3#,+0'.0 '',0+#.0

, rangka e*pose ka=u klas atau m2 #,$#.00 '0',430.00

u !las atau m2 2,01$,132.0 2,12+,032.0

kap, 5angka ?*pose !a=u !las m2 1,0',++$.00 1,12+,10.00

pis :ormika,5angka e*pose !a=u !las m2 '0#,3#'.00 '40,#11.0

nensional !a=u 8 Bentang ' meter m3 11,32,3+0.00 11,'+4,#0.00

?*pose, !a=u !las m3 3,3+#,$0#.0 3#,220,'1#.0

m3 10,##',4+0.00 11,0$1,410.00

!l 2 1# 323 0 1+0 $ 0


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PEKERJAAN



(R*+ (R*+

m2 14,1$.00 10,4$1.00

a=u !las atau m2 1+0,0+'.0 1+#,3#$.0

=u !las atau m2 1+#,1$+.00 1$4,3$.00

tau m/ 34,'4#.0 3'3,#20.0

tau klas m/ 130,'2.0 134,$$#.0

)m !a=u klas atau m2 2$$,'34.0 30$,#'0.00

p 5angka !a=u !las m2 3'3,$+4.0 3#$,14+.00

5angka !a=u !las m2 3'$,00.00 3+4,42+.00

s m2 404,2.00 430,4+.00

kuran 120*240 )m m2 34,24.00 3+,04$.00

tau D m2 143,$+.10 14,022.+3

2E2)m, w() ; 0,+# m3 +0#,#1.21 +2,$.+'

2E2)m, w() ; 0,#+ m3 +4#,''2.$1 +$3,031.1'

12E2)m, w() ; 0,#2 m3 +#+,$'+.++ $24,#$$.+'

100, slum 3@')m, w() ; 0,+# m3 #0,++'.3$ #$1,#0#.4

12E2)m, w() ; 0,'' m3 $1,$+3.$# $'2,2+.#'

12E2)m, w() ; 0,'1 m3 $1,342.+3 $$+,22#.13

12E2)m, w() ; 0,+ m3 $##,+01.3 1,024,$3+.'2

12E2)m, w() ; 0,' m3 $$,2#$.## 1,042,+3+.$

!2#, slum 12E2)m, w() ; 0,3 m3 1,02,2#+.# 1,0#3,$.2$

12E2)m, w() ; 0,2 m3 1,034,'0$.#4 1,0+3,1.1'

12E2)m, w() ; 0,4$ m3 1,10,03#.33 1,1#,'1#.'

12E2)m, w() ; 0,4+ m3 1,11#,23#.4# 1,1#0,130.33

10 kg 112,4+.0 11+,2'1.00

10 kg 10+,$2.00 114,042.0

10 kg 1'1,'34.00 1+4,4+1.00

m2 214,'4.00 22#,$3.00

m2 233,$04.00 24+,1'.0

m2 4'2,$02.00 4$$,'3'.0

m2 4+4,32.00 22,0#'.0

m2 '2,#02.00 '+4,43'.0

m2 22,+2.00 '#,011.0

m2 423,$'2.00 4+,''1.0

2 144 4#$ 0 14 +4# 00


14/286

PEKERJAAN



(R*+ (R*+

kisting) m# 4559115.00 480#"5".00

ekisting) m# 858%#%0.00 9144421.00

ekisting) m# "821182.50 %2"5#%#.50

ekisting) m# ""92%08.00 %1829"%.00

Bekisting) m# "#448"0.50 "%8890#.00

Bekisting) m# "124%45.00 "52185".00

1) m m, "#052.00 ""%20.50

m m, 8%92#.00 9#208.50

P

m2 #2,41.# #,1#.0

m2 11,0+2.00 130,201.0

ar m2 $$,242.00 112,4$1.0

m/ ++,033.00 $,0$.00

m/ +0,333.00 +$,$.00

m/ +1,+#3.00 ++,3+.00

* mm m2 '4,#13.00 #2,'1.0

* mm m2 +,+$4.00 '',03+.0

* 4 mm m2 4$,324.00 1,++1.0

* 4 mm m2 4$,22.00 2,'0#.0

m2 #',21$.00 +',#0.00

m2 +0,300.00 $3,##.00

m2 $4,1+#.0 100,441.00

m/ $',210.40 102,4$3.'0

m/ 3,##.00 $,31#.0

m/ 44,1#.00 4#,#0#.00

m2 3',$'0.00 3$,2+'.0

m/ 2',2#3.0 2+,1+#.0

m2 21,41#.00 23,#+#.0

bal 4 mm, mm 8 ' mm m2 2',3'1.0 2#,'21.00

)m m2 +,$4.00 102,03'.00

)m m2 101,###.0 10$,4##.0

0 )m m2 +4,$4#.0 +$,'#.0

T b l 3 4 8 ' 2 3$ 2+' 0 43 40 00


15/286

PEKERJAAN



(R*+ (R*+

0 tebal $ mm m2 3',0$.00 3$,4#$.00

5angka Allumunium m2 1+3,#2#.0 1$,#1#.0

m1 13,420.00 14,341.2

M GEDUNG

nit 1,#3,3#2.0 1,+'',#++.00

nit 442,43.00 4+3,142.00

nit ''3,''3.00 #12,4$2.00

nit 42,3.00 2,304.0

nit 1,0+,'+$.0 1,12$,'#2.0

nit $3,2#.00 1,01#,00.00

nit 1,213,#+4.2# 1,2$3,402.+0

bua& 330,$'2.0 3#1,'0#.0

bua& 23,23#.0 2',#02.0

ggi 3 )m b& 32,3$.0 30,311.0

inggi 0 )m b& 4++,03.0 24,$$#.00

ggi '0 )m b& '02,431.0 '44,+'4.00

m/ 3$,+'.+3 42,42.1#

b& 4+,2'$.3+ 1,34.++

m/ 44,12+.33 4+,10+.0

m/ ,4$.00 ',1+.0

m/ +1,$11.0 +$,332.+3

m/ 1,#'.0 1#2,1#.33

m/ 2+,0'.0 2##,2$$.00

m/ 1,$'1.00 1',$#0.2

m/ 1+,0$2.2 21,'$.00

m/ 22,34.# 2,0'$.00

m/ 2',4$$.00 31,31.+3

m/ 34,4.'# 3$,+#'.+3

m/ '#,+4.2 #1,$$3.1#

m/ '#,111.00 #0,3.'#

20 )m m/ +2,11.00 ++,2+'.00

1 )m m/ 33,2#3.$0 3#,0$3.10

m/ +#,+$2.31 103,#3#.04

m/ 2#,'4.40 '#,2'0.10


16/286

PEKERJAAN



(R*+ (R*+

!g 24,'$.00 2','4#.0

kg 23,0#.00 24,+'.0

100 kg 22+,41.00 22,400.0

ap, rangka baa Siku m2 #10,1'.0 #4$,320.00

10 )m 4$,1'.2 4,3+.#0

m2 43,+2$.00 #4,2.00

m2 '0,#03.00 ##,02#.00

m2 4+,32'.00 4$','0.00

m2 #2,+2.00 '1#,$2.00

m/ 10+,1'#.40 12#,'0#.1

m2 4#2,1$.0 3,+1#.00

m2 43$,+#.0 21,14#.00

m2 1',#$$.0 1'',40.00

m2 402,+.34 43+,$'.'3

m2 ++,$$3.$ 102,#0'.2

m2 ,''.0 '2,3$#.0

ebar $0 )m m/ 202,32.00 213,$44.0

Plaat B


17/286

PEKERJAAN



(R*+ (R*+

)m m2 101,#31.0 10#,'.00

)m m2 10,2.#0 111,+2$.30

m2 132,21$.0 13$,322.0

m2 132,'+.#0 140,+$1.30

m2 44,0+0.$0 +2,23'.'0

m/ 4',#+$.+2 #,42'.3+

m/ 31,###.02 34,42+.'+

m2 1$+,32'.$2 21#,442.2+

0 )m m2 20,#1.$2 224,+'#.2+

m2 1+$,$3+.+1 204,#2#.0

m2 1'+,4+4.0 1$0,2'3.0

m2 1+3,03'.#0 1$1,#.30

ariasi ( border m2 3+4,03.$0 402,2#'.'0

m/ 30,3$.2 34,'4+.'+

m/ ##,00$.02 +1,#01.1+

m/ #4,'##.02 +0,3.1+

m2 $2,#'4.$2 '#0,1+0.2+

m2 1+2,11'.00 1$1,10+.0

m2 3+4,'0.00 421,#'#.0

m2 21',#2.0' 22+,+13.+

m2 21+,233.40 23+,#'#.10

m2 20',012.40 22',32'.10

m2 21+,233.40 23+,#'#.10

m m2 ''1,042.04 #43,#$.40

itam m2 223,'1$.00 23#,11'.00

m2 12,$4+.$0 133,'$4.00

m/ 41,+44.00 44,0'.00

"ama m2 10,01.0 10,$1#.0

a& di)at m2 $,$##.00 10,+'2.0

)ara manual m2 10,334.0 11,2#.00

-at dasar, 2 "p -at Penutup m2 3',+++.0 41,4'+.$0

-at dasar, 3 "p -at Penutup m2 4$,'0.0 ,03.$0

m2 2+,$1$.00 30,2'1.00

2 3+ +13 0 4$ 1$# 0


18/286

PEKERJAAN



(R*+ (R*+

m2 2$,3'4.0 31,3.0

ar m2 1,012.2 1',$11.40

Penutup m2 10,$34.00 12,2''.10

m2 ,$1.00 ',02.10

m2 11,4+4.00 12,3.0

eli&araan m2 ,#20.00 ',212.2

m2 #1,'#+.# +0,2+'.2

m2 1$,2+.# 21,#.2

an)a& m2 44,+#4.0 4$,101.2


19/286

D A F T A R H A R G A S A T U A N B A H A N B A N G U N A N

S U M B E R D A T A : TOKO SETEMPAT

D A E R A H :

HARGA

NO. J E N I S B A H A N SATUAN KETERANGAN

(R*+

I B A H A N D A S A R

1 BATU KALI Bulat tu& m3 130,000

BATU KALI Bulat Bela& m3 10,000

BATU KALI Pe)a& 10(1 m3 1,000

BATU KALI Pe)a& (# m3 1#0,000

BATU KALI Pe)a& 3( m3 1$,000

2 KERIKIL Timbun m3 120,000

KERIKIL Sawur ( !oral m3 140,000

KERIKIL Beton 0,@1 m3 210,000

KERIKIL Beton 1@2 m3 21,000

KERIKIL Beton 2@3 m3 20,000

KERIKIL Biasa m3 130,000

KERIKIL Tras Giling m3 220,000

3 BATU BATA e* lokal b& 40

4 PASIR rug m3 +0,000

Pasang m3 10,000

Beton m3 1$,000

TANAH Padas m3 +0,000

"iat m3 #,000

' KAPUR Pasang m3 230,000

Semen %era& m3 1#0,000

# PORTLAND "EMENT

P- %erk 40 kg Cak ',000

P- %erk 0 kg Cak '$,000

P- %erk 40 kg Cak ',000

P- %erk 0 kg Cak #0,000

P- Semen Puti& 40 kg Cak +,000

P- Semen Puti& 0 kg Cak $0,000

P- Semen warna kg 1,000

B A H A N P E N U T U P A T A P

1 SIRAP 100 lbr pak 1+0,000

'ILAYAH A (KE". "ILA"AP UTARA) KE". "ILA"AP SELATAN)KE". "ILA"AP TENGAH


20/286

HARGA


(R*+

Genteng Beton Farna Spe)ial b& ,00

Genteng Beton Farna !&usus b& ',400

!erpus Beton Farna Standard b& +,00

!erpus Beton Farna Spe)ial b& 12,000

!erpus Beton Farna !&usus b& 14,00

3 GENTENG TANAH LIAT

Dlaam(Plentong(Press b& 2,00

!odok b& 2,00

!odok Glasur b& 3,'00

ok kerpus !odok b& 4,200

ok kerpus !odok Glasur b& ',00

Plentong super besar 1+ b&(m2 b& 4,200

ok kerpus plentong super b& ,'00

4 GENTENG KA"A

Dlaam tebal 2 mm b& +,00

Dlaam tebal 3 mm b& 10,000

!odok tebal 2 mm b& $,200

!odok tebal 3 mm b& 12,00

ASBES GELOMBANG BESAR

. 200 )m N 102 )m N mm b& +0,#0

. 22 )m N 102 )m N mm b& $0,20

. 20 )m N 102 )m N mm b& $$,#0

. 200 )m N 102 )m N ' mm b& 10$,20

. 22 )m N 102 )m N ' mm b& 11+,#0

. 20 )m N 102 )m N ' mm b& 12+,20

Asbes Gelombang !e)il

. 10 )m N 10 )m N 4 mm b& 42,000

. 1+0 )m N 10 )m N 4 mm b& 0,000

. 210 )m N 10 )m N 4 mm b& +,000

. 240 )m N 10 )m N 4 mm b& '',000

. 2#0 )m N 10 )m N 4 mm b& #',000

. 300 )m N 10 )m N 4 mm b& +4,000

M! le*

. Stel Besar b& 34,000


21/286

HARGA


(R*+

' ASBES PLAT

. 100)m N 100 )m N 3 mm b& 1,000

. 100)m N 100 )m N 4 mm b& 1+,000

. 0 )m N 200 )m N 3 mm b& 14,000

. 40 )m N 200 )m N 3 mm b& 13,00

# FIBRE GLASS (JABES+

1+0 N $2 )m b& 4+,000

200 N $2 )m b& #4,000

20 N $2 )m b& +4,000

1+0 N 10 )m b& 4,000

210 N 10 )m b& '3,000

20 N 10 )m b& #,000

+ SENG PLAT

B


22/286

HARGA


(R*+

Balok(pesagen m3 $,+00,000

# DOLKEN Sedang + * 10 * 400 )m bt 3#,000

!e)il ' * # * 400 )m bt 2#,000

Besar 10 * 12 * 400 )m bt 4,000

!a=u )etakan m3 1,#00,000

!a=u bakar m3 10,000

Bambu bt 10,000

IV . BAHAN PENUTUP DINDING , LANTAI

1 UBIN (TEGEL BIASA+

P- polos 30 N 30 )m m2 4',000

20 N 20 )m m2 4#,00

P- warna 30 N 30 )m m2 0,000

20 N 20 )m m2 4+,000

Teraso 30 N 30 )m m2 2,000

2 TEGEL PLINT

P- warna 10 N 20 )m b& ,000

P- abu@abu 1 * 20 b& 4,00

3 POLIS UBIN "antai(badan m/

Plint m/

Trap m/

4 UBIN PORSELIN

"okal 11 N 11 puti& dos 42,000

11 N 11 warna dos 44,000

"okal 1 N 1 puti& dos 44,000

1 N 1 warna dos 4',000

MO-AIK PORSELIN

10 N 20 )m m2 2,000

1 N 1 )m m2 3,000

20 N 20 )m m2 4,000

20 N 2 )m m2 3,000

' !eramik 30 N 30 )m m2 41,000

20 N 20 )m m2 2,000

33 * 33 )m m2 +,000

2 * 2 )m m2 3,000


23/286

HARGA


(R*+

# ParLuet il kg 11,00

BS B?TM H


24/286

HARGA


(R*+

iameter ' @ 10 kg 11,000

!awat Bronong kg $,00

B?S S! " 40 N 40 N 4 btg 140,000

" 0 N 0 N btg 210,000

" '0 N '0 N ' btg 310,000

' !AFAT @ kat beton(bendrat kg 1',000

@ 9armonika 12 N 4 mm m2 20,000

@ 9armonika 12 N 24 mm m2 22,000

@ 9armonika 14 N 30 mm m2 20,000

@ 9armonika 14 N 3 mm m2 1$,000

@ !awat =amuk =lon m2 10,000

@ !awat !asa m2 12,000

@ Saringan pasir m2 13,000

@ !awat loket m2 $,000

@ !awat duri rol 1$0,000

@ !awat bronong kg 14,000

VII . B A H A N P I P A1 Pipa PVC SII SCJ , S - 12,5 (10 bar)

btg 20,000 panang 4 m

btg 2,000 panang 4 m

Pipa PD- 32 1J btg 3,000 panang 4 m

btg 4,000 panang ' m

Pipa PD- '3 2J btg +2,000 panang ' m

btg 1+0,000 panang ' m

Pipa PD- 110 4J btg 210,000 panang ' m

Pipa PD- 1'0 'J btg 410,000 panang ' m

Pipa PD- 200 +J btg '30,000 panang ' m

Pipa PD- 20 10J btg 1,010,000 panang ' m

Pipa PD- 31 12J btg 1,3+0,000 panang ' m

3 Pipa Medium B Galvani - SII

btg $,000 panang ' mbtg 110,000 panang ' m

Pipa %edium B Galanis 32 1J btg 10,000 panang ' m

btg 210,000 panang ' m

Pipa %edium B Galanis '3 2J btg 2#0,000 panang ' m

btg 3'0,000 panang ' m

Pipa PD- 20 IJ

Pipa PD- 2 KJ

Pipa PD- 40 1IJ

Pipa PD- $0 3J

Pipa %edium B Galanis IJPipa %edium B Galanis 2 KJ

Pipa %edium B Galanis 0 1IJ

Pipa %edium B Galanis 2IJ


25/286

HARGA


(R*+

Pipa %edium B Galanis 1'0 'J btg $4,000 panang ' m

Pipa %edium B Galanis 200 +J btg 1,+00,000 panang ' m

Pipa %edium B Galanis 20 10J btg @ panang ' m

VIII . B A H A N L A N G I T L A N G I T

1 A!ST!@uk 30 N 30 lbr ,100

30 N '0 lbr 13,00

'0 N 120 lbr 42,000

"ist !a=u Pro>il m/ ,000

2 SM:T BMA5@uk 4/N +/

G=psum tebal $ mm lbr '0,000

3 9A5 BMA5@uk 4/N +/ lbr '2,000

4 P" FMM

Teak wood

$0 N 210 N 3 mm lbr 4,000

. 120 N 240 N 3 mm lbr +2,000

. $0 N 210 N 4 mm lbr ,000

. $0 N 210 N $ mm lbr 14,000

. $0 N 210 N 12 mm lbr 1#2,00

. $0 N 210 N 1 mm lbr 22,000

. $0 N 210 N 1+ mm lbr 2#,000

Tripleks

. 120 N 240 N 3 mm lbr 4$,000

. 120 N 240 N 4 mm lbr +,000

. 120 N 240 N ' mm lbr #2,000

%ultipleks

. 120 N 240 N $ mm lbr 110,000

. 120 N 240 N 12 mm lbr 10,000

. 120 N 240 N 1 mm lbr 1$0,000

. 120 N 240 N 1+ mm lbr 21,000

:ormika ukuran pintu lbr ',000

IX . B A H A N F I N I S H I N G1 !A

%enie kg 1+,000

empul plamur kg 2#,000

Ambril(amplas lbr 2,000

Batu Apung kg 12,000


26/286

HARGA


(R*+

. unior '' nippon paint kg ,000

@ !oas b& 11,000

. e)ulu* kg '2,000

. Sirala* ons 20,000

. Spiritus ltr 12,000

. Plitur adi ltr 4,000

2 T?%BM!

!alkarium kg 4,200

!apur siri& kg 4,#0

Plamur kg 12,000

-at Tembok kg 1$,00

Sinte* kg $,000

anabride kg $2,000

-at=la) kg 103,000

%owile* kg 200,000

3 B?S @

%enie kg 1+,000

-at mengkilat kg 2,00

-at kg 4+,000

T&inner A ltr 1+,000

%in=ak )at ltr 1#,000

T&inner Super ltr 1,000

5esidu teer(aspal drum '+,000

:ibre glass tanki air

kapasitas 0 liter. b& 1,00,000

kapasitas 1100 liter. b& 1,40,000

"em Ai)a Aibon kg 32,000

X . B A H A N K A " A

1 PM"MS 3 mm m2 '',000

mm m2 $#,000

2 ?S !AB5 3 mm m2 #4,000

mm m2 +0,000

3 5A BA 3 mm m2 '$,000

mm m2 +,000


27/286

HARGA


(R*+

1 !AB?" "ST5!

A . 1 N 1 1(2 mm2 m/ 2,000

SP" "%! 1 N 2 1(2 mm2 m/ 2,00

. 1 N 4 mm2 m/ ,00

1 N ' mm2 m/ #,02

. 2 N 1 1(2 mm2 m/ 3,000

P5%A 2 N 2 1(2 mm2 m/ 4,000

. 2 N 4 mm2 m/ 1',#00

2 N ' mm2 m/ 20,00

3 N 1 1(2 mm2 m/ 11,#0

3 N 2 1(2 mm2 m/ 1,#0

3 N 4 mm2 m/ 20,00

3 N ' mm2 m/ 2+,000

% . 2 N 1 1(2 mm2 m/ #,000

P5%A 2 N 2 1(2 mm2 m/ +,000

. 2 N 4 mm2 m/ 14,000

3 N 1 1(2 mm2 m/ $,000

3 N 2 1(2 mm2 m/ 11,000

3 N 4 mm2 m/ 1+,000

3 N ' mm2 m/ 24,000

@

2 S!A!?"A5 @

Mut bauw . Seri b& 1,000

. ?ngkel b& 12,000

n bauw . Seri b& 11,00

. ?ngkel b& $,00

@

3 :S? BMN S?!?5G !ASA @

1 group b& 3',000

2 group b& 3#,000

3 group b& 3+,000

@

4 ST?!?5 @ Biasa b& 10,000 Arde b& $,000

T Biasa b& 11,000

T dengan Arde b& 21,000

@

:TG :laon b& +,000


28/286

HARGA


(R*+

!ombinasi b& +,000

@

' STMP !MTA! @ Arde Mutbow puti& b& 12,000

Arde Mutbow &itam b& +,000

Arde B b& 13,000

Arde Putar b& 1#,00

XII . ALAT ALAT PENGUN"I ! PENGGANTUNG

1 !- TAA% nion 1 N slag b& 0,000

2 N slag b& '0,000

ale 1 N slag b& #,000

2 N slag b& 12,000

!uda 1 N slag b& 4,000

2 N slag b& '0,000

2 ?GS?" A G?5??"

?ngsel Angin b& 12,000

!upu@kupu biasa b& 22,00

=lon kupu@kupu b& ,000

?spagnoled @ dalam negeri b& 22,00

Grendel Tanam luar negeri b& '0,000

Grendel biasa b& #,00

!ait Angin b& ,000

oor Stop b& 2,000

XIII . BAHAN SANITAIR

1 !"MS?T ! b& 1,20,000

2 !"MS?T


29/286

HARGA


(R*+

!ran Air b& 12,000

Seal tape b& 2,00

:loor drain b& 12,00

XIV . ALAT PENGIKAT KAYU

1 PA! @ ukuran 1J s(d 4J kg 13,000

2 PA! @ pa=ung kg 20,000

3 PA! @ sekrup kg 20,000

4 PA! @ beton kg 2,000

%5 BAT kuda@kuda kg 14,000

' AG!5 BAT b& 13,000

# "?% !A b& 20,000

+ Tali uk kg #,000

XV . POMPA AIR.

1 PM%PA A5 TAGA

ragon buatan ndonesia b& 300,000

2 PM%PA A5 "ST5!

San=o 100 watt b& 20,000

:ui 20 watt b& $00,000

S&imiCu . 100 watt b& 40,000

. $0 watt b& 2+0,000

a b . 12 watt b& 40,000

. 1# watt b& '00,000

X VI . PAVING BLO"K

1 SQA5? Abu@abu m2 '0,000

%era&(&itam m2 ',000

2 9M""A Abu@abu m2 '0,000


3 ?-M5 Abu@abu m2 '0,000


4 Abu@abu m2 '0,000


T5AP?R G5ASS B"M-!

Abu@abu m2 '0,000

' STAA5 G5ASS B"M-! AB@AB B9 ,200

# BATA-M B9 3,00

+ !AST?? m/ 1,000


30/286

HARGA


(R*+

2 Sliding Pintu


31/286

HARGA


(R*+

Pelumas ltr 3,000

D=nil 30*30)m b& ',200


32/286

D A F T A R U P A H P E K E R J A

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H :

HARGA

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KET.(R*+ (R*+

1 P e k e r a 9r ,000 '0,000

2 % a n d o r 9r ',000 #,000

3 T u k a n g l i s t r i k 9r #0,000 #,000

4 T u k a n g k a = u 9r #0,000 #,000

! e p . t k . k a = u 9r #,000 +0,000

' T u k a n g b a t u 9r #0,000 #,000

# ! e p . t k . b a t u 9r #,000 +0,000

+ T u k a n g b e s i 9r #0,000 #,000

$ ! e p . t k . b e s i 9r #,000 +0,000

10 T u k a n g ) a t 9r #0,000 #,000

11 ! e p . t k . ) a t 9r #,000 +0,000

12 T u k a n g p l i t u r 9r #0,000 #,000

13 T u k a n g a l a n 9r ,000 '0,000

14 T u k a n g g a l i 9r ,000 '0,000

1 Tukang masak aspal 9r ,000 '0,000

1' T k . l e i d e n g 9r #0,000 #,000

1# % a s i n i s 9r 100,000 12,000

1+ P e m b . % a s i n i s 9r ',000 +0,000

1$ P e n a g a a p i 9r ,000 '0,000

20 P e n a g a m a l a m 9r ,000 '0,000

21 Sopir 9r 100,000 12,000

22 Pembantu Sopir 9r ',000 +0,000

'ILAYAH A (KE". "ILA"AP UTARA) KE". "ILA"APSELATAN) KE". "ILA"AP TENGAH


33/286

D A F T A R S E ' A P E R A L A T AN

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : 'ILAYAH A (KE". "ILA"AP UTARA) KE".

HARGA

NO. PERALATAN SATUAN MINIMUM MAKSIMUM

(R*+ (R*+

1 ump Tru)k 3 ton


34/286

"ILA"AP SELATAN) KE". "ILA"AP TENGAH

-

KET.


35/286

ANALISA HARGA SATUAN PEK

BIDANG "IPTA KARYA BERDASAR PERME

S U M B E R D A T A : TOKO SETEMPAT

D A E R A H : 'ILAYAH A (KE". "ILA"AP UTARA) KE". "ILA"A

N/. SNI KODE KOEF SAT. URAIAN PEKERJAAN

I A. 2.2.1 HARGA SATUAN PEKERJAAN PERSIAPAN

1 A.2.2.1.2 1 0 P$$ S0%$$ #$ S% G7/08$% T% 2) 0

A TENAGA

".01 0.2 M9 Pekera

".02 0.4 M9 Tukang !a=u

".03 0.02 M9 !epala Tukang

".04 0.02 M9 %andor B BAHAN

1.2 Btg !a=u olken diameter + @ 10 ( 400 )m

2. !g Portalnd Semen

1.2 "br Seng Gelombang 3J @ J

0.00 m3 Pasir Beton

0.00$ m3 !oral Beton

0.0#2 m3 !a=u (#N4m !a=u !ruing

0.0' !g Paku Biasa 2J @ J

0.4 !g %eni Besi

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+ 107

F H$$ S$9$% P@$$% (D;E+

O/%$ 1?+

2 A.2.2.1.4 1 0 P%9@9$% #$% P0$$%$% B/9C*7$%@

A T%$$

".01 0.1 M9 Pekera

".02 0.1 M9 Tukang !a=u


".04 0.00 M9 %andor

B B$$%

0.012 m3 !a=u (#* 4m !a=u !ruing

0.02 !g Paku Biasa 2J @ J

0.00# m3 !a=u Papan 3(20 !ruing

" PERALATAND J907$ A ; B ; "

E O/%$ 1?+ 107

F H$$ S$9$% P@$$% (D;E+


36/286


3 A.2.2.1.5 1 02 P089$$% K$%/ S0%$$ # L$%$ P7$%

A T%$$

".01 2 M9 Pekera

".02 2 M9 Tukang !a=u

".02 1 M9 Tukang Batu".03 0.3 M9 !epala Tukang

".04 0.0 M9 %andor

B B$$%

1.2 Btg !a=u olken H + @ 10 ( 4 m

0.1+ m3 !a=u

0.+ !g Paku Biasa 2J @ J

1.1 !g Besi Strip

3 !g Portland Sement

0.1 m3 Pasir pasang

0.1 m3 Pasir Beton

0.1 m3 !oral Beton

30 bua& Batu bata %era&

0.2 "br Seng Plat

2 bua&


37/286


4 A.2.2.1.& 1 02 P089$$% G9#$% S0% #$% P$7$$%

A T%$$

".01 1 M9 Pekera

".02 2 M9 Tukang !a=u

".03 0.2 M9 !epala Tukang".04 0.0 M9 %andor

B B$$%

1.# Btg !a=u olken diameter + @ 10 ( 400 )m

0.21 m3 !a=u

0.3 !g Paku Biasa 2J @ J

10. !g Portland Semen

0.03 m3 Pasir Beton

0.0 m3 !oral Beton

1. "br Seng Gelombang B


38/286


& A.2.2.1.11 1 8 P089$$% K/$@ A#9@$% 9@9$% 4>05>025>0

A T%$$

".02 0.300 M9 Tukang !a=u

".03 0.030 M9 !epala TukangB B$$%

0.03' m3 !a=u Papan !elas

0.03' m3 !a=u Balok !elas

0.0+0 kg Paku Biasa

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+ 107

F H$$ S$9$% P@$$% (D;E+

A.2.2.1.13 1 03 B/%@$$% B/% B97$%

A T%$$

".02 13.334 M9 Pekera

".04 0.''' M9 %andor

B B$$%

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+ 107

F H$$ S$9$% P@$$% (D;E+

A.2.2.1.14 1 03 B/%@$$% D%#% T08/@ B$$ M$

B T%$$

".02 '.''# M9 Pekera

".04 0.033 M9 %andor

B B$$%

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+ 107

F H$$ S$9$% P@$$% (D;E+


39/286

RJAAN

NO.11,PRT,M,213

SELATAN) KE". "ILA"AP TENGAH

0

HARGA BAHAN,UPAH JUMLAH

MINIMUM MAKSIMUM MINIMUM MAKSIMUMR* R* R* R*

64)32. &36)&6.

41). 45)1.

,000.00 '0,000.00 11,000.00 12,000.00

#0,000.00 #,000.00 2+,000.00 30,000.00

#,000.00 +0,000.00 1,00.00 1,'00.00

',000.00 #,000.00 1,300.00 1,00.005)4. 624)6.

3#,000.00 42,000.00 4',20.00 2,00.00

1,3+0.00 1,420.00 3,40.00 3,0.00

0,000.00 2,00.00 '0,000.00 '3,000.00

1$,000.00 220,000.00 $#.00 1,100.00

20,000.00 210,000.00 1,+4.00 1,+$0.00

',00,000.00 ',+00,000.00 4'+,000.00 4+$,'00.00

13,000.00 1,000.00 #+0.00 $00.00

1+,000.00 2#,000.00 +,100.00 12,10.00

631)2. 66)&.

63)12. 66)&.

64)32. &36)&6.

154)1.5 162)2&.5

13)5&5. 14)6&5.

,000.00 '0,000.00 ,00.00 ',000.00

#0,000.00 #,000.00 #,000.00 #,00.00

#,000.00 +0,000.00 #0.00 +00.00

',000.00 #,000.00 32.00 3#.00

12&)26. 133)35.

',00,000.00 ',+00,000.00 #+,000.00 +1,'00.00

13,000.00 1,000.00 2'0.00 300.00

#,000,000.00 #,30,000.00 4$,000.00 1,40.00

14)35. 14)25.

14)3.5 14)2.5

154)1.5 162)2&.5


40/286


MINIMUM MAKSIMUM MINIMUM MAKSIMUM

R* R* R* R*

1)33)646. 2)41)4&.5

345)&5. 3&2)&5.

,000.00 '0,000.00 110,000.00 120,000.00

#0,000.00 #,000.00 140,000.00 10,000.00

#0,000.00 #,000.00 #0,000.00 #,000.00#,000.00 +0,000.00 22,00.00 24,000.00

',000.00 #,000.00 3,20.00 3,#0.00

1)412)11. 1)43)4&5.

3#,000.00 42,000.00 4',20.00 2,00.00

',00,000.00 ',+00,000.00 1,1#0,000.00 1,224,000.00

13,000.00 1,000.00 11,00.00 12,#0.00

10,000.00 10,00.00 11,000.00 11,0.00

1,3+0.00 1,420.00 4+,300.00 4$,#00.00

10,000.00 120,000.00 1,#0.00 1+,000.00

1$,000.00 220,000.00 1$,00.00 22,000.00

20,000.00 210,000.00 30,#0.00 31,00.00

40.00 00.00 13,00.00 1,000.00

1+,000.00 1+,$00.00 4,00.00 4,#2.00

+,00.00 10,00.00 1#,000.00 21,000.00

'',000.00 #0,000.00 ,2+0.00 ,'00.00

'0,000.00 #0,000.00 $,000.00 10,00.00

22,00.00 2,00.00 ',#0.00 #0.00

+,000.00 ',000.00 3,4+0.00 3,$00.00

1)&5&)6. 1)56)225.

1&5)&6. 15)622.5

1)33)646. 2)41)4&.5


41/286



R* R* R* R*

1)25)&4. 2)2)51.

213)25. 22)&5.

,000.00 '0,000.00 ,000.00 '0,000.00

#0,000.00 #,000.00 140,000.00 10,000.00

#,000.00 +0,000.00 1,000.00 1',000.00',000.00 #,000.00 3,20.00 3,#0.00

1)53&)3. 1)614)66.

3#,000.00 42,000.00 '2,$00.00 #1,400.00

',00,000.00 ',+00,000.00 1,3',000.00 1,42+,000.00

13,000.00 1,000.00 3,$00.00 4,00.00

1,3+0.00 1,420.00 14,4$0.00 14,$10.00

1$,000.00 220,000.00 ,+0.00 ','00.00

20,000.00 210,000.00 10,20.00 10,00.00

0,000.00 2,00.00 #,000.00 #+,#0.00

1)&5)64. 1)44)41.

1&5)64. 14)441.

1)25)&4. 2)2)51.

)625. 1)&25.

)&5. )&5.

,000.00 '0,000.00 ,00.00 ',000.00

',000.00 #,000.00 3,20.00 3,#0.00

)&5. )&5.

&5. &5.

)625. 1)&25.

24)&5&.2 2&)&5.5

213)25. 22)&5.

,000.00 '0,000.00 ,000.00 '0,000.00

#0,000.00 #,000.00 140,000.00 10,000.00

#,000.00 +0,000.00 1,000.00 1',000.00

',000.00 #,000.00 3,20.00 3,#0.00

13)2. 16)35.

10,000.00 12,000.00 12,00.00 1,000.00

#,000.00 #,00.00 1,302.00 1,3$.00

22&)52. 246)145.

22)&5.2 24)614.5

24)&5&.2 2&)&5.5


42/286



R* R* R* R*

561)31. 5)5.

23)25. 24).

#0,000.00 #,000.00 21,000.00 22,00.00

#,000.00 +0,000.00 2,20.00 2,400.004&)4. 51)6.

#,000,000.00 #,30,000.00 22,000.00 2'4,'00.00

',00,000.00 ',+00,000.00 234,000.00 244,+00.00

13,000.00 1,000.00 1,040.00 1,200.00

51)2. 535)5.

51)2. 53)55.

561)31. 5)5.

54)326. 34).

&&6)66. 4).

,000.00 '0,000.00 #33,3#0.00 +00,040.00

',000.00 #,000.00 43,2$0.00 4$,$0.00

&&6)66. 4).

&&)666. 4).

54)326. 34).

45)&13. 442)&44.5

36)3. 42)45.

,000.00 '0,000.00 3'','+.00 400,020.00

',000.00 #,000.00 2,14.00 2,4#.00

36)3. 42)45.

36)3. 4)24.5

45)&13. 442)&44.5


43/286

le(((ar(www(apps()onersion(tmp(s)rat)&'(2'2$1$$.*ls*2+'(43 abk 2@14

N/. SNI KODE KOEF SAT. URAIAN PEKERJAA

II A.2.3.1 HARGA SATUAN PEKERJAAN TANAH

1 A.2.3.1.1 1 03 M%$7 T$%$ B$$ S#$7$0 1 0

A TENAGA

".01 0.# M9 Pekera

".04 0.02 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

Mer&ead 8 Pro>it )onta& 107

2 A.2.3.1.2 1 03 M%$7 T$%$ B$$ S#$7$0 2 0

A TENAGA".01 0.$0 M9 Pekera

".04 0.04 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

3 A.2.3.1.3 1 03 M%$7 T$%$ B$$ S#$7$0 3 0

A TENAGA

".01 1.0 M9 Pekera

".04 0.0'# M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

4 A.2.3.1.4 1 03 M%$7 T$%$ K$ S#$7$0 1 0

TENAGA

".01 1.000 M9 Pekera

".04 0.032 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

5 A.2.3.1.5 1 03 M%$7 T$%$ "$#$ S#$7$0 1 0


44/286



A TENAGA

".01 1.0 M9 Pekera

".04 0.0'0 M9 %andor

B BAHAN

" PERALATAND J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

6 A.2.3.1.6 1 03 M%$7 T$%$ L90*9 S#$7$0 1 0

A TENAGA

".01 1.200 M9 Pekera

".04 0.04 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

& A.2.3.1.& 1 02 M%$@$% S*% T8% S% 1 0

A TENAGA

".01 0.0 M9 Pekera

".04 0.00 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

A.2.3.1. 1 03 M089$%T$%$ $9 3 0

A TENAGA

".01 0.330 M9 Pekera

".04 0.010 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

A.2.3.1. 1 03 P%99$% K08$7

P%99$% K08$7 # 9% #$ 1,3 @$7 @/

A TENAGA

".01 0.0 M9 Pekera


45/286



".04 0.00 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+F H$$ S$9$% P@$$% (D;E+

1 A.2.3.1.1 1 03 P0$#$$% T$%$ (* 2 >0+

A TENAGA

".01 0. M9 Pekera

".04 0.0 M9 %andor

B BAHAN

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

11 A.2.3.1.11 1 03 U9$% P$

A TENAGA

".01 0.30 M9 Pekera

".04 0.01 M9 %andor

B BAHAN

1.2 m3 Pasir rug

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

12 A.2.3.1.12 1 03 L$*$% P9#7 "0*. 1K* : 3P : &TL

A TENAGA".01 0.+00 M9 Pekera

".02 0.400 M9 Tukang Batu


".04 0.0+0 M9 %andor

B BAHAN

0.13 m3 Pasir Pasang

0.400 m3 !apur Padam

0.0+0 m3 Tana& "iat" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+


46/286

le(((ar(www(apps()onersion(tmp(s)rat)&'(2'2$1$$.*ls*2+'(4' abk 2@14


13 A.2.3.1.13 1 02 P0$$%$% L$*$% I9@ 8$7 1 >0 9% B#

A TENAGA

0.1 M9 Pekera

0.01 M9 %andor B BAHAN

'.00 kg uk

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+

14 A.2.3.1.14 1 03 M%99 S9 P$#$

A TENAGA

0.2 M9 Pekera

0.02 M9 %andor

B BAHAN

1.2 m3 Sirtu

" PERALATAN

D J907$ A ; B ; "

E O/%$ 1?+

F H$$ S$9$% P@$$% (D;E+


47/286

le(((ar(www(apps()onersion(tmp(s)rat)&'(2'2$1$$.*ls*2+'(4# abk 2@14



4&)162.5 51)562.5

42)&5. 46)&5.

,000.00 '0,000.00 41,20.00 4,000.00

',000.00 #,000.00 1,'2.00 1,+#.00

42)&5. 46)&5.

107 4)2&.5 4)6&.5

4&)162.5 51)562.5

5&)66&.5 63)112.5

52)425. 5&)3&5.,000.00 '0,000.00 4$,00.00 4,000.00

',000.00 #,000.00 2,$2.00 3,3#.00

52)425. 5&)3&5.

107 5)242.5 5)&3&.5

5&)66&.5 63)112.5

6)315.5 &4)2&.5

62)15. 6)25.

,000.00 '0,000.00 #,#0.00 '3,000.00

',000.00 #,000.00 4,3.00 ,02.00

62)15. 6)25.

107 6)21.5 6)2.5

6)315.5 &4)2&.5

62)&. 6)64.

5&). 62)4.

,000.00 '0,000.00 ,000.00 '0,000.00

',000.00 #,000.00 2,0+0.00 2,400.00

5&). 62)4.

107 5)&. 6)24.

62)&. 6)64.

5)4. 13)5.


48/286

le(((ar(www(apps()onersion(tmp(s)rat)&'(2'2$1$$.*ls*2+'(4+ abk 2@14



6)4. 4)5.

,000.00 '0,000.00 +2,00.00 $0,000.00

',000.00 #,000.00 3,$00.00 4,00.00

6)4. 4)5.

107 )64. )45.

5)4. 13)5.

&5)1&.5 2)12.5

6)25. &5)3&5.

,000.00 '0,000.00 '',000.00 #2,000.00

',000.00 #,000.00 2,$2.00 3,3#.00

6)25. &5)3&5.

107 6)2.5 &)53&.5

&5)1&.5 2)12.5

3)32.5 3)&12.5

3)&5. 3)3&5.

,000.00 '0,000.00 2,#0.00 3,000.00

',000.00 #,000.00 32.00 3#.00

3)&5. 3)3&5.

107 3&.5 33&.5

3)32.5 3)&12.5

2)6. 22)65.

1). 2)55.

,000.00 '0,000.00 1+,10.00 1$,+00.00

',000.00 #,000.00 '0.00 #0.00

1). 2)55.

107 1). 2)55.

2)6. 22)65.

11)2&5. 12)3&5.=% P@$$% $7$%

3)&5. 33)&5.

,000.00 '0,000.00 2#,00.00 30,000.00


49/286

le(((ar(www(apps()onersion(tmp(s)rat)&'(2'2$1$$.*ls*2+'(4$ abk 2@14



',000.00 #,000.00 3,20.00 3,#0.00

3)&5. 33)&5.

107 3)&5. 3)3&5.33)25. 3&)125.

33)25. 3&)125.

3)&5. 33)&5.

,000.00 '0,000.00 2#,00.00 30,000.00

',000.00 #,000.00 3,20.00 3,#0.00

3)&5. 33)&5.

107 3)&5. 3)3&5.

33)25. 3&)125.

124)465. 13)425.

1&)15. 1)&5.

,000.00 '0,000.00 1',00.00 1+,000.00

',000.00 #,000.00 '0.00 #0.00

6). 1).

+0,000.00 $0,000.00 $',000.00 10+,000.00

113)15. 126)&5.

107 11)315. 12)6&5.

124)465. 13)425.

211)612.5 231)22.

)2. &)2.,000.00 '0,000.00 44,000.00 4+,000.00

#0,000.00 #,000.00 2+,000.00 30,000.00

#,000.00 +0,000.00 3,000.00 3,200.00

',000.00 #,000.00 ,200.00 ',000.00

112)1&5. 123).

10,000.00 120,000.00 14,1#.00 1',200.00

230,000.00 20,000.00 $2,000.00 100,000.00

#,000.00 +,000.00 ',000.00 ',+00.00

12)3&5. 21)2.

107 1)23&.5 21)2.

211)612.5 231)22.


50/286




% R$*$% 56)34&.5 6)63&.5

)225. 1)125.

,000.00 '0,000.00 +,20.00 $,000.00

',000.00 #,000.00 $#.00 1,12.0042). 45).

#,000.00 #,00.00 42,000.00 4,000.00

51)225. 55)125.

107 5)122.5 5)512.5

56)34&.5 6)63&.5

1&5)312.5 23)362.5

15)3&5. 16)&5.

,000.00 '0,000.00 13,#0.00 1,000.00

',000.00 #,000.00 1,'2.00 1,+#.00

144). 16).

120,000.00 140,000.00 144,000.00 1'+,000.00

15)3&5. 14)&5.

107 15)3&.5 1)4&.5

1&5)312.5 23)362.5


51/286

le(((ar(www(apps()onersion(tmp(s)rat)&'(2'2$1$$.*ls* 2+'(1 abk 3@14


III A.3.2.1. HARGA SATUAN PEKERJAAN PONDASI

1 A.3.2.1.1 1 03 P0$$%$% P/%#$ B$9 B7$ 1SP : 3 PP

A TENAGA

".01 1. M9 Pekera

".02 0.#0 M9 Tukang Batu

".03 0.0# M9 !epala Tukang

".04 0.0# M9 %andor

B BAHAN

1.2 m3 Batu Bela& 1(20

202 !g Portland Sement

0.4+ m3 Pasir Pasang

" PERALATAN

D J907$ A ; B ; "E O/%/ 1?+

F H$$ S$9$% P@$$% (D;E+

O/%/ 1?+

2 A.3.2.1.2 1 03 P0$$%$% P/%#$ B$9 B7$ 1SP : 4 PP

A TENAGA

".01 1. M9 Pekera



".04 0.0# M9 %andor

B BAHAN


1'3 !g Portland Sement

0.2 m3 Pasir Pasang

" PERALATAN

D J907$ A ; B ; "

E O/%/ 1?+

F H$$ S$9$% P@$$% (D;E+

3 A.3.2.1.3 1 03 P0$$%$% P/%#$ B$9 B7$ 1SP : 5 PP

A TENAGA

".01 1. M9 Pekera



".04 0.0# M9 %andor

B BAHAN



52/286



13' !g Portland Sement


" PERALATAN

D J907$ A ; B ; "

E O/%/ 1?+

F H$$ S$9$% P@$$% (D;E+

4 A.3.2.1.4 1 03 P0$$%$% P/%#$ B$9 B7$ 1SP : 6 PP

A TENAGA

".01 1. M9 Pekera



".04 0.0# M9 %andor

B BAHAN


11# !g Portland Sement

0.'1 m3 Pasir Pasang

" PERALATAN

D J907$ A ; B ; "

E O/%/ 1?+

F H$$ S$9$% P@$$% (D;E+

A.3.2.1.5 1 03 P0$$%$% P/%#$ B$9 B7$ 1SP : PP

A T%$$

".01 1. M9 Pekera



".04 0.0# M9 %andor

B B$$%


$1 !g Portland Sement

0.+4 m3 Pasir Pasang

" PERALATAN

D J907$ A ; B ; "

E O/%/ 1?+

F H$$ S$9$% P@$$% (D;E+


53/286



6 A.3.2.1.6 1 03 P0$$%$% P/%#$ B$9 B7$ 1SP : 1KP :

A T%$$

".01 1. M9 Pekera



".04 0.0# M9 %andor

B B$$%


0.1# m3 !apur Pasang !P

0.1# !g Semen %era& S%


" PERALATAN

D J907$ A ; B ; "E O/%/ 1?+

F H$$ S$9$% P@$$% (D;E+

# A.3.2.1.& 1 03 P0$$%$% P/%#$ B$9 B7$) 1 SP : 3 KP

A T%$$

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0.14# m3 !apur Pasang

0.4$2 m3 Pasir Pasang

" PERALATAN

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41 kg Portland Sement

0.131 m3 !apur Pasang

0.4$2 m3 Pasir

" PERALATAN

D J907$ A ; B ; "

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0.432 m3 Pasir rug

" PERALATAN

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55/286

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0.4+0 m3 Batu Bela& 1(20 )m

12' !g Besi Beton

1$4 !g Portland Semen

0.312 m3 Pasir Beton

0.4'+ m3 !oral Beton

1.+ !g !awat Beton

" PERALATAN

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0.312 m3 Pasir Beton

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" PERALATAN

D J907$ A ; B ; "

E O/%/ 1?+

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56/286

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57/286

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58/286

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51)15. 556)25.

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59/286

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46)&. 523)5.

107 46)&. 52)3.5

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60/286

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1,3+0.00 1,420.00 2'#,#20.00 2#,4+0.00

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130,000.00 140,000.00 '0,+40.00 ',20.00

1',000.00 1+,000.00 2+,+00.00 32,400.00

1)3)25. 1)4)24.

107 13)2.5 14)24.

2)22)&&.5 2)143)64.

&26)&3.5 &)61.521)&35. 21)325.

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45)15. 4)64.

1,000.00 1+0,000.00 '$,#0.00 +1,000.00

1,3+0.00 1,420.00 2'#,#20.00 2#,4+0.00

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130,000.00 140,000.00 '0,+40.00 ',20.00

66)5. &)65.

107 66).5 &)6.5

&26)&3.5 &)61.5


61/286


IV A.4.4.1 HARGA SATUAN PEKERJAAN PASANGAN

1 A.4.4.1.1 1 02 P0$$%$% D%#% B$$ M$ 9@9$% (51

A T%$$

".01 0.' M9 Pekera


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".04 0.03 M9 %andor

B B$$%

140 Bua& Bata %era&

43. !g Portland Semen P-

0.0+ m3 Pasir Pasang PP

" PERALATAN

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F H$$ S$9$% P@$$% (D;E+

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2 A.4.4.1.2 1 02 P0$$%$% D%#% B$$ M$ U@9$% (51

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32.$ !g Portland Semen P-

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140 Bua& Bata %era&


62/286



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D J907$ A ; B ; "

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4 A.4.4.1.4 1 02 P0$$%$% D%#% B$$ M$ U@9$% (51

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L.2 0.2 M9 Tukang Batu

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L.4 0.03 M9 %andor

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140 Bua& Bata %era&

22.2 !g Portland Semen P-

0.102 m3 Pasir Pasang PP

" PERALATAN

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A.4.4.1.5 1 02 P0$$%$% D%#% B$$ M$ U@9$% (51

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L.3 0.02 M9 !epala Tukang Batu

L.4 0.03 M9 %andor B B$$%

140 Bua& Bata %era&

1+. !g Portland Semen P-

0.122 m3 Pasir Pasang PP

" PERALATAN

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' A.4.4.1.6 1 02 P0$$%$% D%#% B$$ M$ U@9$% (51

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".01 0.' M9 Pekera

" 02 0 2 M9 T k B t


63/286


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140 Bua& Bata %era&

10.0+ !g Portland Semen P-


0.02# m3 !apur Pasang !P

" PERALATAN

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# A.4.4.1.& 1 02 P0$$%$% D%#% B$$ M$ U@9$% (51

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D J907$ A ; B ; "

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64/286


$ A.4.4.1. 1 02 P0$$%$% D%#% B$$ M$ U@9$% (51

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0 04$ 3 P i P


65/286


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12 A.4.4.1.12 1 02 P0$$%$% D%#% B$$ M$ U@9$% (51

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66/286


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67/286


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14 kg Portland Semen

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68/286



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69/286



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