panduan harga

7/24/2019 panduan harga

1/98

D A F T A R S E W 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 : KOTA SEMARANG & SEKITAR

EDISI JANUAR

HARGA

NO. PERALATAN SATUAN MINIMUM MAKSIMUM

(Rp) (Rp)

1 Dump Truck 3 ton jam 140,000 150,000

2 Dump Truck 5 ton jam 165,000 180,000

3 Truk Bak Terbuka Jam 110,000 125,000

4 Truk Tanki Air Jam 110,000 120,000

5 Bulldoer Jam 180,000 200,000

6 !otor "rader Jam 225,000 250,000

# $%eel &oader Jam 200,000 225,000

8 '(ca)ator Jam 200,000 220,000

* +rane 30 ton %ari 6,500,000 #,000,000

10 lat Bed Truck jam 80,000 100,000

11 Bab- .oller / edetrian Jam 100,000 120,000

12 Tire .oller 8 10 ton Jam #0,000 100,000

13 Bab- .oller jam 150,000 1#5,000

14 ibrator .oller el # ton Jam 50,000 60,000

15 ibrator .oller ed 1 ton jam 8#,500 *0,000

16 $ater ump 30m3/%ari Jam 30,000 35,000

1# Ap%alt pra-er Jam 30,000 40,000

18 ick 7p %ari 250,000 300,000

1* A ! Jam 60,000 #0,000

20 Ap%alt ini%er Jam 85,000 *0,000

21 +oncrete ibrator Jam 30,000 40,000

22 +ompreor Jam 30,000 40,000

23 +oncrete !i(er 0,125m3 Jam 30,000 40,000

24 +oncrete !i(er 0,5m3 jam 40,000 50,000

25 tamper Jam 25,000 30,000

26 "enet Jam 30,000 30,000

2# Alat enecat !arka Jam 45,000 55,00028 !ein &a jam 45,000 55,000

2* tone +ru%er jam 60,000 #0,000


2/98

I 2015

KET.


3/98

2*52551*5(l *8 datar upa% tenaa kerja

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



EDISI JANUARI 2015

HARGA

NO. URAIAN PEKERJA SATUAN MINIMUM MAKSIMUM KET.

(Rp) (Rp)

1 e k e r j a 9r 55,000 60,000

2 ! a n d o r 9r #0,000 #5,000

3 T u k a n l i t r i k 9r #5,000 85,000

4 T u k a n k a - u 9r #5,000 85,000

5 : e p t k k a - u 9r 80,000 *0,000

6 T u k a n b a t u 9r #5,000 85,000

# : e p t k b a t u 9r 80,000 85,000

8 T u k a n b e i 9r #5,000 85,000

* : e p t k b e i 9r 80,000 *0,000

10 T u k a n c a t 9r #5,000 85,000

11 : e p t k c a t 9r 80,000 85,000

12 T u k a n p l i t u r 9r #5,000 85,000

13 T u k a n j a l a n 9r 55,000 65,000

14 T u k a n a l i 9r 55,000 65,000

15 Tukan maak apal 9r 55,000 65,000

16 T k l e i d e n 9r #5,000 85,000

1# ! a i n i 9r 150,000 1#5,000

18 e m b ! a i n i 9r 100,000 110,000

1* e n j a a a p i 9r 50,000 65,000

20 e n j a a m a l a m 9r 55,000 65,000

21 opir 9r 150,000 165,000

22 embantu opir 9r 100,000 110,000


4/98

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



EDISI JANUARI 2015

HARGA

NO. J E N I S B A H A N SAT MINIMUM MAKSIMUM KET

(Rp) (Rp)

I B A H A N D A S A R

1 BATU KALI Bulat 7tu% m3 150,000 1#0,000

Bulat Bela% m3 1#0,000 1*0,000

eca% 10/15 m3 1*0,000 220,000

eca% 5/# m3 210,000 240,000

eca% 3/5 m3 230,000 260,000

2 KERIKIL Timbun m3 120,000 130,000

a


5/98

HARGA


(Rp) (Rp)

3 GENTENG TANAH LIAT

laam/lenton b% 2,200 2,300

:odok b% 2,800 3,200

:odok "laur b% 4,000 4,250

ok kerpu :odok b% 6,500 #,200

ok kerpu :odok "laur b% 8,200 8,500

lenton uper bear 18 b%/m2 b% 5,100 5,300

ok kerpu plenton uper b% 8,600 *,200

4 GENTENG KAA

laam tebal 2 mm b% 10,500 11,000

laam tebal 3 mm b% 12,000 13,000

:odok tebal 2 mm b% 13,500 14,000

:odok tebal 3 mm b% 15,000 16,500

5 ASBES GELOMBANG BESAR

200 cm 102 cm 5 mm b% 80,000 86,000

225 cm 102 cm 5 mm b% *3,000 105,000

250 cm 102 cm 5 mm b% *5,000 105,000

200 cm 102 cm 6 mm b% 82,000 *5,000

225 cm 102 cm 6 mm b% *0,000 *#,500

250 cm 102 cm 6 mm b% *#,000 110,000

Abe "elomban :ecil

150 cm 105 cm 4 mm b% 40,000 52,500

180 cm 105 cm 4 mm b% 48,000 5#,000

210 cm 105 cm 4 mm b% 56,000 65,000

240 cm 105 cm 4 mm b% 64,000 #5,000

2#0 cm 105 cm 4 mm b% #2,000 85,000

300 cm 105 cm 4 mm b% 80,000 *5,000

CD7&>' ; *5 cm ( 200cm ( 03mm lbr 140,000

CD7>&&A ; 40cm ( 106 cm ( 0,3mm lbr #5,000

C: Jabe nok

:erpu "enten b% 2*,000 35,000

tel Bear b% 45,000 50,000

aten Bear b% 43,000 4#,000

oktel elomban %arle(

tel Bear b% 44,000 48,000

atent Bear b% 2#,000 30,500

lat bear b% 51,000 55,000

C: 7T CD7&>' CD7>&&A

7kuran 50cm ( 50 cm ( 0,3mm lbr 100,000

6 ASBES PLAT

100cm 100 cm 3 mm b% 16,000 18,000

100cm 100 cm 4 mm b% 20,000 22,000

50 cm 200 cm 3 mm b% 14,000 15,000

40 cm 200 cm 3 mm b% 13,000 14,000


6/98

HARGA


(Rp) (Rp)

>B'. &AT uk 100cm ( 100cm ( 4mm lbr 25,000

unt laond uk 120cm ( 240cm ( 4mm lbr 66,000

uk 122cm ( 244cm ( 4mm lbr 68,000

".+ BCA.D uk122cm ( 244cm ( 5mm lbr 100,000

uk122cm ( 244cm ( 6mm lbr 125,000

uk122cm ( 244cm ( 8mm lbr 185,000

uk122cm ( 244cm ( 10mm lbr 245,000

# FIBRE GLASS (JABES)

180 *2 cm b% 48,000 65,000

200 *2 cm b% 56,000 6#,500

250 *2 cm b% 6#,000 85,000

180 105 cm b% #0,000 *0,000

210 105 cm b% #0,000 100,000

250 105 cm b% *5,000 110,000

8 SENG PLAT

BJ& 0,18 lebar 55 cm mE 22,000 25,000

BJ& 0,20 lebar 55 cm mE 2#,000 28,000

BJ& 0,28 lebar 55 cm mE 35,000 36,000

BJ& 0,30 lebar 55 cm mE 40,000 42,000

* SENG GELOMBANG

BJ& 0,18 panjan 180 cm lbr 45,000 55,000

BJ& 0,20 panjan 180 cm lbr 48,000 5#,000

BJ& 0,30 panjan 180 cm lbr 54,000 6#,000

BJ& 0,40 panjan 180 cm lbr #2,000 #5,000

III . B A H A N K A ! U

1 JATI apan m3 22,000,000 23,000,000

Balok/peaen m3 20,000,000 20,500,000

2 KAMPER apan m3 #,600,000 #,800,000

Balok/peaen m3 6,*00,000 #,500,000

3 KRUING apan m3 5,300,000 6,200,000

Balok/peaen m3 5,000,000 5,800,000

4 MERANTI apan m3 4,800,000 5,100,000

Balok/peaen m3 4,500,000 4,600,000

5 LANAN apan m3 2,050,000 2,100,000

Balok/peaen m3 1,#50,000 1,*00,000

6 BENGKIRAI apan m3 10,000,000 13,000,000

Balok/peaen m3 *,200,000 *,600,000

# DOLKEN edan 8 ( 10 ( 400 cm bt 34,000 36,000

:ecil 6 ( # ( 400 cm bt 2*,000 32,000

Bear 10 ( 12 ( 400 cm bt 38,000 42,000

:a-u cetakan m3 1,100,000 1,250,000

:a-u bakar m3 150,000 1#0,000

Bambu bt 11,000 15,000


7/98

HARGA


(Rp) (Rp)

I" . BAHAN PENUTUP DINDING # LANTAI

1 UBIN (TEGEL BIASA)

+ polo 30 30 cm m2 3#,500 40,000

20 20 cm m2 36,000 38,000

+ B'TC G 10 cm 100 cm b% 30,000 32,000

G 20 cm 100 cm b% 35,000 38,500

G 30 cm 100 cm b% 42,500 45,000

G 50 cm 100 cm b% 80,000 85,000

G 60 cm 100 cm b% 105,000 110,000

G #0 cm 100 cm b% 130,000 145,000


8/98

HARGA


(Rp) (Rp)

7 10 cm 100 cm b% 21,000 22,500

7 15 cm 100 cm b% 2#,000 30,500

7 20 cm 100 cm b% 35,000 38,000

7 30 cm 100 cm b% 40,000 44,000

7 50 cm 100 cm b%

2 &7BA" A"> ?.CT'.@ + H A>.

10 20 cm b% 5,500 #,500

20 20 cm b% 6,000 8,000

25 25 cm b% 6,#00 8,500

30 30 cm b% #,200 *,000

15 25 cm b% #,500 8,200

15 30 cm b% #,500 8,500

"I . B A H A N B E S I

1 B'> B'TC bei beton polo k *,500 10,#00

bei beton pretre k 1#,000 1#,200

bei beton ulir k 12,500 13,000

2 B'> &AT Bei trip k 13,#00 14,200

3 B'> .C>& Bei roil k 13,500 14,250

a BAJA .>"A

"A&A&7!' lebar ; #,5cm tebal ; 1mm bt 125,000 panj ; 6 m

t-pe +T #5 lebar ; #,5cm tebal ; 0#5mm bt 85,000 panj ; 6 m

lebar ; #,5cm tebal ; 0,65mm bt 80,000 panj ; 6 m

b t-pe .T 12 tini ; 3,5 cm, tebal ; 0,45mm bt 45,000 panj ; 6 m

t-pe .T 10 tini ; 3,0 cm, tebal ; 0,45mm bt 40,000 panj ; 6 m

c 9C&&C$ "A&A> &>AT

tini 2 cmI tebal ; 0,4mm bt 25,000 panj ; 4 m

tini 4 cmI tebal ; 0,4 mm bt 30,000 panj ; 4 m

4 JA.>" JA.>" BAJA

Diameter 4 15 k 15,500 16,000

Diameter 6 15 k 15,000 15,500

:a


9/98

HARGA


(Rp) (Rp)

"II . B A H A N P I P A

1 Pipa PVC SII SCJ , S - 12,5 (10 bar)

ipa + D 20 ? K @ A$ J> bt 25,000 26,000 panjan 4 m

ipa + D 25 ? LK @ A$ J> bt 32,000 33,000 panjan 4 m

ipa + D 32 ? 1K @ A$ J> bt 41,000 43,000 panjan 4 m

ipa + D 40 ? 1K @ bt #0,000 #4,000 panjan 6 m

ipa + D 63 ? 2K @ bt 101,000 110,000 panjan 6 m

ipa + D *0 ? 3K @ bt 1*5,000 202,000 panjan 6 m

ipa + D 110 ? 4K @ bt 2*5,000 300,000 panjan 6 m

ipa + D 160 ? 6K @ bt 615,000 625,000 panjan 6 m

ipa + D 200 ? 8K @ bt *50,000 *60,000 panjan 6 m

ipa + D 250 ? 10K @ bt 1,360,000 1,400,000 panjan 6 m

ipa + D 315 ? 12K @ bt 1,*50,000 2,050,000 panjan 6 m

2 Pipa Medium !a"#a$i% - SII

ipa !edium B "al)ani D K bt *0,000 110,000 panjan 6 m

ipa !edium B "al)ani D 25 ? LK @ bt 105,000 150,000 panjan 6 m

ipa !edium B "al)ani D 32 ? 1K @ bt 150,000 1*0,000 panjan 6 m

ipa !edium B "al)ani D 50 ? 1K @ bt 230,000 250,000 panjan 6 m

ipa !edium B "al)ani D 63 ? 2K @ bt 2#0,000 2*0,000 panjan 6 m

ipa !edium B "al)ani D 2K bt 310,000 350,000 panjan 6 m

ipa !edium B "al)ani D *0 ? 3K @ bt 440,000 460,000 panjan 6 m

ipa !edium B "al)ani D 110 ? 4K @ bt 540,000 560,000 panjan 6 m

ipa !edium B "al)ani D 160 ? 6K @ bt panjan 6 m

ipa !edium B "al)ani D 200 ? 8K @ bt panjan 6 m

ipa !edium B "al)ani D 250 ? 10K@ bt panjan 6 m

"III . B A H A N L A N G I T % L A N G I T

1 A:7T>:uk ; 30 30 lbr 5,100 5,500

30 60 lbr 12,500 13,000

60 120 lbr 38,000 42,000

&it :a-u roil mE 4,800 5,000

2 CT BCA.Duk; 4E 8E

"-pum tebal * mm lbr 62,000 65,000

3 9A.D BCA.Duk; 4E 8E lbr 62,000 65,000

"M.C+ uk120cm(240cm(*mm lbr 5#,500

4 &M $CCD

Teak


10/98

HARGA


(Rp) (Rp)

Triplek

120 240 3 mm lbr 50,000 55,000

120 240 4 mm lbr 60,000 65,000

120 240 6 mm lbr #2,000 #5,000

!ultiplek

120 240 * mm lbr 110,000 135,000

120 240 12 mm lbr 145,000 155,000

120 240 15 mm lbr 185,000 1*5,000

120 240 18 mm lbr 210,000 220,000

ormika ukuran pintu lbr 65,000 #5,000

I . B A H A N F I N I S H I N G

1 :AM7

!enie k 20,000 2#,000

Dempul plamur k 20,000 2#,500

Ambril/ampla lbr 3,000 3,500

Batu Apun k 5,500 6,500

+at daar k 34,000 36,500

'mco k 51,000 55,000

Munior 66 ?nippon paint@ k 52,000 58,000

:oa b% #,500 *,500

Deculu( k 55,000 58,000

irala( on 15,000 18,000

piritu ltr 11,000 13,500 litur jadi ltr 35,000 42,000

2 T'!BC:

:alkarium k 4,000 4,200

:apur iri% k 4,500 4,#50

lamur k 24,000 32,000

+at Tembok k 1*,000 21,000

inte( 5 k 100,000 105,000

Danabride 5 k 100,000 110,000

+at-lac 5 k 105,000 115,000!o


11/98

HARGA


(Rp) (Rp)

. B A H A N K A A

1 C&C 3 mm m2 60,000 64,000

5 mm m2 #0,000 #5,000

2 ' :AB7. 3 mm m2 #0,000 #5,000

5 mm m2 80,000 85,000

3 .AM BAD 3 mm m2 #0,000 #5,000

5 mm m2 80,000 82,500

I . BAHAN INSTALASI LISTRIK

1 :AB'& &>T.>:

M A ; 1 1 1/2 mm2 mE 3,100 3,300

& &!: 1 2 1/2 mm2 mE 3,#00 3,*00

1 4 mm2 mE 5,#00 6,000

1 6 mm2 mE 8,500 8,*00

M M ; 2 1 1/2 mm2 mE *,000 *,450

.>!A 2 2 1/2 mm2 mE 15,000 15,500

2 4 mm2 mE 2#,000 28,000

2 6 mm2 mE 35,000 3#,000

3 1 1/2 mm2 mE 13,200 14,000

3 2 1/2 mm2 mE 20,000 21,000

3 4 mm2 mE 34,500 36,500

3 6 mm2 mE 50,000 53,000

M ! ; 2 1 1/2 mm2 mE #,000 8,000

.>!A 2 2 1/2 mm2 mE 10,*00 11,500

2 4 mm2 mE 21,000 23,000

3 1 1/2 mm2 mE 12,500 14,000

3 2 1/2 mm2 mE 1*,000 22,000

3 4 mm2 mE 30,000 35,000

3 6 mm2 mE 43,000 48,000

2 :A:'&A.

Cut bau< eri b% 15,000 21,000

'nkel b% 12,000 15,000

>n bau< eri b% 11,500 16,500

'nkel b% *,500 12,000

3 7' BC ?':'.>" :AA@

1 roup b% 115,000 135,000

2 roup b% 220,000 245,000

3 roup b% 325,000 360,000

4 T':'. Biaa b% 10,000 12,000

Arde b% 15,000 16,000

T Biaa b% 12,500 13,000

T denan Arde b% 1#,000 1#,500


12/98

HARGA


(Rp) (Rp)

5 >T>" laon b% 8,500 *,000

"antun b% *,500 84,000

:ap b% 12,500 16,000

:ombinai b% 13,500 14,500

6 TC :CTA: Arde Cutbo< puti% b% 12,500 15,000

Arde Cutbo< %itam b% 5,000 6,000

Arde >B b% 10,000 15,000

Arde utar b% 31,000 42,000

II . ALAT % ALAT PENGUNI & PENGGANTUNG

1 :7+> TAA! 7nion ; 1 la b% 55,000 60,000

2 la b% 65,000 #0,000

Male ; 1 la b% 85,000 *5,000

2 la b% 140,000 155,000

:uda ; 1 la b% 55,000 60,000

2 la b% #0,000 #5,000

2 '"'& DA "'.'D'&

'nel Anin b% 15,000 16,000

:upukupu biaa b% 4,000 4,500

-lon kupukupu b% 6,000 *,000

'panoled dalam neeri b% 30,000 50,000

"rendel Tanam luar neeri b% #,500 11,000

"rendel biaa b% 10,000 20,000

:ait Anin b% 5,000 1#,500

Door top b% 2#5,000 350,000

III . BAHAN SANITAIR

1 :&C'T D7D7: b% 1,100,000 1,500,000

2 :&C'T JC":C: b% 125,000 150,000

3 $ATA'& 'D'TA& b% 850,000 1,250,000

4 $ATA'& !'JA CA& b% #00,000 *50,000

5 $ATA'& "AT7" B7&AT b% 2#5,000 450,000

6 $ATA'& "AT7" 7D7T b% 240,000 310,000

# $ATA'& "AT7" 7D7T :'+>& b% 230,000 2#5,000

8 $ATA'& BA: +7+> b% 145,000 1#0,000

* T'!AT AB7 "AT7" b% 30,000 35,000

10 T'!AT AB7 TAA! b% 20,000 25,000

11 'T>+ TA: ?'T'.>T ".'>:@

5 emakai 500 liter unit

10 emakai 1000 liter unit


13/98

HARGA


(Rp) (Rp)

12 &A> &A>

:ran Air b% 15,000 35,000

eal tape b% 3,#50 4,100

loor drain b% 65,250 #0,000

I" . ALAT PENGIKAT KA!U

1 A:7 ukuran 1K /d 4K k 12,000 1#,000

2 A:7 pa-un k 13,000 16,000

3 A:7 ekrup k 8,000 13,500

4 A:7 beton k 1#,000 18,000

5 !7. BA7T ?kudakuda@ k 13,000 14,000

6 A":7. BA7T b% 12,800 13,000

# &'! :AM7 b% 18,000 20,000

8 Tali >juk k 18,000 20,000

" . POMPA AIR.

1 C!A A>. TA"A

Draon buatan >ndoneia b% 2#5,000 310,000

2 C!A A>. &>T.>:

an-o 100 Abuabu m2 55,000 65,000

!era%/%itam m2 60,000 #0,000

5 T.>9' Abuabu m2 55,000 65,000

!era%/%itam m2 60,000 #0,000

6 C&M!>A 9'A Abuabu m2 55,000 65,000

# 9'A"CA& Abuabu m2 60,000 #0,000

!era%/%itam m2 55,000 65,000

8 +AT&' Abuabu m2 60,000 #0,000

* T.A'O Abuabu m2 55,000 65,000

10 T.A'O ".A B&C+: 60,000 #0,000

Abuabu m2 55,000 65,000

11 TADA.D ".A B&C+: AB7AB7 B9 #,500 *,000

12 BATA+C B9 3,#00 4,000

13 :AT'' mE 15,500 1#,000


14/98

HARGA


(Rp) (Rp)

"II. L A I N % L A I N

1 :.'> 25 !! m2 45,000 50,000

2 lidin intu J4 b% 210,000 225,000

3 aco per Daun b% 10,500 12,500

4 .ollin door Bei m2 230,000 2#5,000

.ollin door Almunium m2 300,000 325,000

5 AD' &A"' B'A!

150 #5 5 # 12 bt 1,500,000 1,550,000

8 AA&

Apal '( ertamina ii et 160 k drum 1,#50,000 1,800,000

9otmi( Tebal P 4 +m m2 65,000 #0,000

9otmi( Tebal P 5 +m m2 80,000 85,000

9otmi( Tebal P 6 +m m2 *5,000 100,000

9otmi( Tebal P # +m m2 110,000 120,000

Binder +oure ton 1,300,000 1,350,000

$earin +oure ton 1,300,000 1,450,000

9ot .oller %eet ton 1,150,000 1,300,000

and %eet ton 1,100,000 1,250,000

and %eet 'muli ton 1,450,000 1,600,000

+old !i( ton 1,#50,000 1,850,000

rime / Tack +oard .+ liter 8,200 8,#00

rime +oat !+ liter 8,200 8,#00

rime / Tack +oat 'muli liter 8,200 8,#00

10 : A + A

+ermin tebal 5 mm m2 225,000 2#5,000

11 A"A. B.+ aar B.+ *0 A2 /lb 500,000 550,000

aar B.+ 120 A2 /lb 600,000 650,000

12 &A>&A>

!in-ak Beton bekitin ltr *,000 10,000

intu &ipat Bei m2 380,000 425,000

uncreen Allumunim m2 310,000 350,000

Allumunium oil m2 #,500 8,000

oda api k 12,000 13,000

abun k 11,000 13,000

Air m3 15,000 1#,000

:oa Alanalan ikat 1,250 2,000

olar ?>ndutri@ ltr 11,250 11,300

remium ?>ndutri@ ltr 10,000 11,000

eluma ltr 38,000 41,000

-nil 30(30 cm b% 6,000 6,300


15/98

ile;///)ar/


16/98

ile;///)ar/ m3 26,604,05000 2#,512,65000

2 A4612 embuatan emaanan :oen intu Jendela :a-u kla >> atau >>> m3 11,1#3,80000 12,22#,32500

3 A4613 embuatan emaanan intu :lamptandard :a-u :la >> ?:a-u :amer@ m2 453,48600 4##,2*000

4 A4614 embuatan emaanan Daun intu :lamp eder%ana :a-u :la >>> m2 453,48600 4##,2*000

5 A4615 embuatan emaanan Daun intu anel, :a-u :la > atau >> m2 6#3,64000 #24,62500

6 A4616 embuatan emaanan intu Jendela :aca :a-u :la > atau >> m2 4##,18000 516,#8000

# A461# embuatan emaanan intu Jendela Jalui :a-u :la > atau >> ?jati@ m2 1,8*6,*5000 2,010,52500


17/98

ile;///)ar/ m2 560,*1200 606,*6*00

10 A46110 embuatan emaanan Jalui mati :oen :a-u :la > atau >> m2 1,#02,*1000 1,#**,46250

11 A46111 embuatan emaanan intu Teak m3 28,*66,24500 2*,*4#,1*#50

15 A46115 emaanan kontruki "ordin, :a-u :la >> m3 *,426,45000 10,2#8,18000

16 A46116 emaanan .anka Atap "enten :eramik, :a-u :la >> m2 152,44*00 16#,22#50

1# A4611# emaanan .anka Atap "enten Beton, :a-u :la >> m2 1#*,##300 1*6,*2#50

18 A46118 emaanan .anka Atap irap, :a-u :la >> m2 12#,5#800 140,06300

1* A4611* emaanan .anka &anitlanit ?50(1,00@ m, ka-u :la >> atau >>> m2 161,#6600 1##,8*#50

20 A46120 emaanan .anka &anitlanit ?60(60@ cm, ka-u :la >> atau >>> m2 16#,2##00 184,1*500

21 A46121 emaanan &itplank 7k ?3(20@cm :a-u kla > atau >> mE 28#,3#500 302,80250

22 A46122 emaanan &itplank 7k ?3(30@cm :a-u kla > atau kla >> mE 11#,31500 123,00#50

23 A46123 emaanan .anka Dindin emia% ?60(120@ cm :a-u kla >> atau >>> m2 265,2#600 2*0,8*500

24 A46124 emaanan Dindin emia% Teak> m2 333,12400 364,#0500

25 A46125 emaanan Dindin emia% l-> m2 33*,10800 3#1,80000

26 A46126 emaanan Dindin &ambriirin dari apan kla > m2 3#4,**000 40*,3*250

2# A4612# emaanan Dindin &ambriirin dari l->> atau > m2 118,0*424 128,08840

"II A..1.1 HARGA SATUAN PEKERJAAN B E T O N

1 A4111 !embuat Beton mutu EcP#,4 !pa ?:100@, lum ?12S2@cm,


18/98

ile;///)ar/


19/98

ile;///)ar/$ k 26,41650 28,43##5

3 A4213 enerjaan ekerjaan erakitan ?:udakuda Baja@ k #5,32800 81,80150

4 A4214 embuatan intu Bei lat Baja tebal 2 mm rankap, ranka baja iku m2 883,30000 *32,64600

5 A4215 enerjaan enelaan denan &a &itrik cm 16,5#645 18,13130

6 A421# emaanan intu .ollin Door Bei m2 435,62200 506,2#500

# A4218 emaanan intu &ipat ?oldin Door@ m2 486,48600 543,85100

8 A421* emaanan uncreen Allumunium m2 41*,18800 4#3,33000

* A42110 emaanan .ollin Door Allumunium m2 485,65000 531,02500

10 A42111 emaanan :uen intu Allumunium mE 108,43*10 116,02#45

11 A42112 emaanan intu Allumunium trip &ebar 8 cm m2 4#2,6*640 506,44550

12 A42113 emaanan intu :aca .anka Allumunium m2 440,13200 4#3,#8100

13 A42114 emaanan enetion Blind ertical Blind m2 15*,01600 1#0,##500

14 A42115 emaanan Terali Bei trip ?2(3@ cm m2 318,5836# 353,4034*

15 A42116 emaanan :a


20/98

ile;///)ar/


21/98

ile;///)ar/


22/98

D A F T A R A N A L I S A P E K E R J A A N



EDISI JANUARI 2015

HARGA BAHAN#UPAH JUMLAH

N. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

I A. 2.2.1 HARGA SATUAN PEKERJAAN PERSIAPAN

1 A.2.2.1.2 1 / P++ S3/3,4++ *+ S3, G36/7+, T, 2800 / 5-28902.00 082-5.00

A TENAGA 8000.00 98'00.00

&01 02 C9 ekerja 55,00000 60,00000 11,00000 12,00000

&02 04 C9 Tukan :a-u #5,00000 85,00000 30,00000 34,00000

&03 002 C9 :epala Tukan 80,00000 *0,00000 1,60000 1,80000

&04 002 C9 !andor #0,00000 #5,00000 1,40000 1,50000

B BAHAN -820.00 5508950.00

125 Bt :a-u Dolken diameter 8 10 / 400 cm 34,00000 36,00000 42,50000 45,00000

25 : ortalnd emen 1,40000 1,45000 3,50000 3,62500

12 &br en "elomban 3K 5K 48,00000 5#,00000 5#,60000 68,40000

0005 m3 air Beton 250,00000 280,00000 1,25000 1,40000

000* m3 :oral Beton 250,00000 2*5,00000 2,25000 2,6550000#2 m3 :a-u 5/#4m :a-u :ruin 5,000,00000 5,800,00000 360,00000 41#,60000

006 : aku Biaa 2K 5K 12,00000 1#,00000 #2000 1,02000

045 : !eni Bei 20,00000 25,00000 *,00000 11,25000

PERALATAN

D J;/6+< A = B = 520820.00 008250.00

E O>3333


23/98



Rp Rp Rp Rp

A.2.2.1.- 1 /2 P3/7;+4+, G;*+, S3/3, *+, P3+6+4+, 18580.00 1825891-.50

A T3,++ 228500.00 2518-50.00

&01 1 C9 ekerja 55,00000 60,00000 55,00000 60,00000

&02 2 C9 Tukan :a-u #5,00000 85,00000 150,00000 1#0,00000

&03 02 C9 :epala Tukan 80,00000 *0,00000 16,00000 18,00000

&04 005 C9 !andor #0,00000 #5,00000 3,50000 3,#5000

B B+


24/98



Rp Rp Rp Rp

9 A.2.2.1.1 1 /' B,++, D,*, T3/7 B+4+ M3+< 0589.50 28-.50

B T3,++ '8995.00 02895.00

&02 666# C9 ekerja 55,00000 60,00000 366,68500 400,02000

&04 0033 C9 !andor #0,00000 #5,00000 2,31000 2,4#500

B B+


25/98

ile;///)ar/333333


26/98

ile;///)ar/3333


27/98

ile;///)ar/333


28/98

ile;///)ar/


29/98

ile;///)ar/


30/98

ile;///)ar/3


31/98

ile;///)ar/


32/98

ile;///)ar/33


33/98

ile;///)ar/33


34/98

ile;///)ar/3


35/98

ile;///)ar/


36/98

ile;///)ar/


37/98

ile;///)ar/33


38/98

ile;///)ar/33


39/98

ile;///)ar/33


40/98

ile;///)ar/


41/98


N. SNI KODE KOEF SAT. URAIAN PEKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

"I A...1 HARGA SATUAN PEKERJAAN K A ! U

1 A...1.1 1 /' P3/7;+4+, & P3/++,+, K3, P,4; & J3,*36+ K+; 6+ I 2808050.00 2-8512850.00

A T3,++ 281528500.00 28208250.00

&01 # C9 ekerja 55,00000 60,00000 385,00000 420,00000

&02 21 C9 Tukan :a-u #5,00000 85,00000 1,5#5,00000 1,#85,00000

&03 210 C9 :epala Tukan 80,00000 *0,00000 168,00000 18*,00000&04 035 C9 !andor #0,00000 #5,00000 24,50000 26,25000

B B+ ?Jati@ , Balok 20,000,00000 20,500,00000 22,000,00000 22,550,00000

125 k aku Biaa 2K 5 K 12,00000 1#,00000 15,00000 21,25000

1 k &em :a-u 18,00000 20,00000 18,00000 20,00000

PERALATAN

D J;/6+< A = B = 28158500.00 2580118500.00

E O>3> ?:amer@, papan #,600,00000 #,800,00000 304,00000 312,00000

0050 k &em :a-u 18,00000 20,00000 *0000 1,00000

PERALATAN

D J;/6+< A = B = 12800.00 58-50.00

E O>3


42/98



Rp Rp Rp Rp

6 A...1. 1 /2 P3/7;+4+, & P3/++,+, P,4; & J3,*36+ K+@+ K+; K6+ I +4+; II --810.00 518-0.00

A T3,++ 28000.00 2-800.00

&01 0800 C9 ekerja 55,00000 60,00000 44,00000 48,00000

&02 2400 C9 Tukan :a-u #5,00000 85,00000 180,00000 204,00000

&03 0240 C9 :epala Tukan 80,00000 *0,00000 1*,20000 21,60000

&04 0040 C9 !andor #0,00000 #5,00000 2,80000 3,00000B B+3


43/98



Rp Rp Rp Rp

11 A...1.11 1 /2 P3/7;+4+, & P3/++,+, P,4; T3+* R+,+p8 R+,+ Ep3 K+; K6+ I 9-89'.00 18015821.00

A T3,++ 28000.00 2-800.00

&01 080 C9 ekerja 55,00000 60,00000 44,00000 48,00000

&02 240 C9 Tukan :a-u #5,00000 85,00000 180,00000 204,00000

&03 024 C9 :epala Tukan 80,00000 *0,00000 1*,20000 21,60000

&04 004 C9 !andor #0,00000 #5,00000 2,80000 3,00000B B+ ?Jati@, papan 22,000,00000 23,000,00000 550,00000 5#5,00000

003 : aku Biaa 1/2K 1K 12,00000 1#,00000 36000 51000

03 k &em :a-u 18,00000 20,00000 5,40000 6,00000

1 &br Teak3


44/98



Rp Rp Rp Rp

F H++ S+4;+, P33C++, (D=E) 982850.00 1082-810.00


45/98



Rp Rp Rp Rp

16 A...1.1 1 /2 P3/++,+, R+,+ A4+p G3,43, K3+/8 K+; K6+ II 15289.00 1-822-.50

A T3,++ 18150.00 158--5.00

&01 01 C9 ekerja 55,00000 60,00000 5,50000 6,00000

&02 01 C9 Tukan :a-u #5,00000 85,00000 #,50000 8,50000

&03 001 C9 :epala Tukan 80,00000 *0,00000 80000 *0000

&04 0005 C9 !andor #0,00000 #5,00000 35000 3#500B B+3 ?:amer@, balok 6,*00,00000 #,500,00000 *6,60000 105,00000

02 : aku Biaa 2K 5K 12,00000 1#,00000 2,40000 3,40000

PERALATAN

D J;/6+< A = B = 115890.00 12-8''0.00

E O>3 ?:amer@, balok 6,*00,00000 #,500,00000 106,26000 115,50000

02 : aku Biaa 2K 5K 12,00000 1#,00000 2,40000 3,40000

PERALATAN

D J;/6+< A = B = 1-800.00 118-25.00

E O>3


46/98



Rp Rp Rp Rp

21 A...1.21 1 / P3/++,+, L4p6+, U. ('20)@/ K+; 6+ I +4+; II 2-8'-5.00 '02802.50

A T3,++ 22850.00 2581-5.00

&01 01 C9 ekerja 55,00000 60,00000 5,50000 6,00000

&02 02 C9 Tukan :a-u #5,00000 85,00000 15,00000 1#,00000

&03 0020 C9 :epala Tukan 80,00000 *0,00000 1,60000 1,80000

&04 0005 C9 !andor #0,00000 #5,00000 35000 3#500B B+ ?:amer@, balok 6,*00,00000 #,500,00000 1*3,20000 210,00000

015 : aku Biaa 2K 5K 12,00000 1#,00000 1,80000 2,55000

PERALATAN

D J;/6+< A = B = 21810.00 2850.00

E O>3 ?:amer@, balok 6,*00,00000 #,500,00000 1*3,20000 210,00000

015 : aku Biaa 2K 5K 12,00000 1#,00000 1,80000 2,55000

086 &br Teak ?:amer@, balok 6,*00,00000 #,500,00000 1*3,20000 210,00000

015 : aku Biaa 2K 5K 12,00000 1#,00000 1,80000 2,55000

086 &br l-


47/98



Rp Rp Rp Rp

26 A...1.2 1 /2 P3/++,+, D,*, L+/7, *+ P+p+, 6+ I '-8990.00 098'92.50

A T3,++ 18500.00 20-850.00

&01 06 C9 ekerja 55,00000 60,00000 33,00000 36,00000

&02 18 C9 Tukan :a-u #5,00000 85,00000 135,00000 153,00000

&03 018 C9 :epala Tukan 80,00000 *0,00000 14,40000 16,20000

&04 003 C9 !andor #0,00000 #5,00000 2,10000 2,25000B B+ ?Jati@, papan 22,000,00000 23,000,00000 154,00000 161,00000

01 : aku Biaa 2K 5K 12,00000 1#,00000 1,20000 1,#0000

015 : aku ekrup 3,5K 8000.00 13500.00 1,20000 2,02500

PERALATAN

D J;/6+< A = B = '08900.00 '-281-5.00

E O>3


48/98



Rp Rp Rp Rp

"II A..1.1 HARGA SATUAN PEKERJAAN B E T O N

1 A..1.1.1 1 /' M3/7;+4 B34, /;4; ?@-8 Mp+ (K100)8 6;/ (122)@/8 #@ 08- 9891.' 9-'8'-'.50

A T3,++ 119825.00 1'0890.00

&01 165 C9 ekerja 55,00000 60,00000 *0,#5000 **,00000

&02 02#5 C9 Tukan Batu #5,00000 85,00000 20,62500 23,3#500

&03 0028 C9 :epala Tukan 80,00000 85,00000 2,24000 2,38000&04 0083 C9 !andor #0,00000 #5,00000 5,81000 6,22500

B B+33 3+ @,

2 A..1.1.2 1 /' M3/7;+4 B34, /;4; ?@98 Mp+ (K125)8 6;/ (122)@/8 #@ 08- 928-.01 1801'8-''.'1

A T3,++ 119825.00 1'0890.00

&01 165 C9 ekerja 55,00000 60,00000 *0,#5000 **,00000

&02 028 C9 Tukan Batu #5,00000 85,00000 20,62500 23,3#500

&03 003 C9 :epala Tukan 80,00000 85,00000 2,24000 2,38000

&04 008 C9 !andor #0,00000 #5,00000 5,81000 6,22500

B B+


49/98



Rp Rp Rp Rp

F H++ S+4;+, P33C++, (D=E) 995851.' 1802809.1


50/98



Rp Rp Rp Rp

6 A..1.1. 1 /' M3/7;+4 B34, /;4; ?@189 MP+ (K200)8 6;/ (122)@/8 #@ 081 180'0802.0 1811810.'5

A T3,++ 119825.00 1'0890.00

&01 1650 C9 ekerja 55,00000 60,00000 *0,#5000 **,00000

&02 02#5 C9 Tukan Batu #5,00000 85,00000 20,62500 23,3#500

&03 0028 C9 :epala Tukan 80,00000 85,00000 2,24000 2,38000

&04 0083 C9 !andor #0,00000 #5,00000 5,81000 6,22500

B B+333


51/98



Rp Rp Rp Rp

F H++ S+4;+, P33C++, (D=E) 181128.' 1820280-1.5


52/98



Rp Rp Rp Rp

11 A..1.1.11 1 /' M3/7;+4 B34, /;4; ?@28 MP+ (K'25)8 6;/ (122)@/8 #@ 089 181'82'0.5- 182-89.09

A T3,++ 1518900.00 1800.00

&01 21 C9 ekerja 55,00000 60,00000 115,50000 126,00000

&02 035 C9 Tukan Batu #5,00000 85,00000 26,25000 2*,#5000

&03 0035 C9 :epala Tukan 80,00000 85,00000 2,80000 2,*#500

&04 0105 C9 !andor #0,00000 #5,00000 #,35000 #,8#500

B B+33


53/98



Rp Rp Rp Rp

16 A..1.1.20 1 /2 M3/++, B34, ;,4; P,*+ 1'98150.00 15'851.00

A T3,++ 528000.00 5-80.00

&01 052 C9 ekerja 55,00000 60,00000 28,60000 31,20000

&02 026 C9 Tukan :a-u #5,00000 85,00000 1*,50000 22,10000

&03 0026 C9 :epala Tukan 80,00000 85,00000 2,08000 2,21000

&04 0026 C9 !andor #0,00000 #5,00000 1,82000 1,*5000

B B+>> ?Terentan@ 1,#50,00000 1,*00,00000 #0,00000 #6,00000

03 : aku Biaa 2K 5K 12,00000 1#,00000 3,60000 5,10000

01 &tr !in-ak Bekitin *,00000 10,00000 *0000 1,00000

PERALATAN

D J;/6+< A = B = 128500.00 1'9850.00

E O>333


54/98



Rp Rp Rp Rp

B B+>> ?Terentan@ 1,#50,00000 1,*00,00000 #0,00000 #6,00000

04 : aku Biaa 2K 5K 12,00000 1#,00000 4,80000 6,80000

02 &tr !in-ak Bekitin *,00000 10,00000 1,80000 2,00000

0015 m3 Balok :a-u :la >> ?Borneo@ 5,000,00000 5,800,00000 #5,00000 8#,00000

035 &br l-3> ?Terentan@ 1,#50,00000 1,*00,00000 52,50000 5#,00000

04 : aku Biaa 2K 5K 12,00000 1#,00000 4,80000 6,80000

015 &tr !in-ak Bekitin *,00000 10,00000 1,35000 1,500000015 m3 Balok :a-u :la >> 5,000,00000 5,800,00000 #5,00000 8#,00000

035 &br l-


55/98



Rp Rp Rp Rp

B a3a$ 2,0,500&00 ,00,100&00

0.2 m3 &au &las (erentang) 1#50000.00 1"00000.00 350000.00 380000.00

1.5 &g Paku Biasa 2 5 12000.00 1#000.00 18000.00 25500.00

0.4 -tr Minak Bekisting "000.00 10000.00 3!00.00 4000.00

15#.5 &g Besi Beton Polos "500.00 10#00.00 14"!250.00 1!85250.00

2.25 &g &a6at Beton 15000.00 1!000.00 33#50.00 3!000.00

33! &g Portland $emen 1400.00 1450.00 4#0400.00 48#200.00

0.54 m3 Pasir Beton 250000.00 280000.00 135000.00 151200.00

0.81 m3 &erikil Beton 250000.00 2"5000.00 202500.00 238"50.00

C PERA4AAN

D Jum"a3 A . . C ,2,5&00 ,51,0&00

E #er3ead 6 Pr+7i* (8+$*+3 109) 107 2,&50 5,1&00

: ;ara Sa*ua$ Peer


56/98



Rp Rp Rp Rp

B a3a$ 5,012,00&00 5,/1/,50&00

0.32 m3 &au &las (erentang) 1#50000.00 1"00000.00 5!0000.00 !08000.00

3.2 &g Paku Biasa 2 5 12000.00 1#000.00 38400.00 54400.00

1.! -tr Minak Bekisting "000.00 10000.00 14400.00 1!000.00

210 &g Besi Beton Polos "500.00 10#00.00 1""5000.00 224#000.00

3 &g &a6at Beton 15000.00 1!000.00 45000.00 48000.00

33! &g Portland $emen 1400.00 1450.00 4#0400.00 48#200.00

0.54 m3 Pasir Beton 250000.00 280000.00 135000.00 151200.00

0.81 m3 &erikil Beton 250000.00 2"5000.00 202500.00 238"50.00

0.14 m3 &au &las Balok 5000000.00 5800000.00 #00000.00 812000.00

2.8 -br Pl6ood " mm 110000.00 135000.00 308000.00 3#8000.00

1! Btg 'olken diameter 8 4rm 34000.00 3!000.00 544000.00 5#!000.00

C PERA4AAN

D Jum"a3 A . . C 5,//0,225&00 /,2,50&00

E #er3ead 6 Pr+7i* (8+$*+3 109) 107 5//,022&50 /,25&00

: ;ara Sa*ua$ Peer


57/98



Rp Rp Rp Rp

B a3a$ ',/0,200&00 5,1/0,50&00

0.25 m3 &au &las (erentang) 1#50000.00 1"00000.00 43#500.00 4#5000.00

3 &g Paku Biasa 2 5 12000.00 1#000.00 3!000.00 51000.00

1.2 -tr Minak Bekisting "000.00 10000.00 10800.00 12000.00

210 &g Besi Beton Polos "500.00 10#00.00 1""5000.00 224#000.00

3 &g &a6at Beton 15000.00 1!000.00 45000.00 48000.00

33! &g Portland $emen 1400.00 1450.00 4#0400.00 48#200.00

0.54 m3 Pasir Beton 250000.00 280000.00 135000.00 151200.00

0.81 m3 &erikil Beton 250000.00 2"5000.00 202500.00 238"50.00

0.105 m3 &au &las Balok 5000000.00 5800000.00 525000.00 !0"000.00

2.5 -br Pl6ood " mm 110000.00 135000.00 2#5000.00 33#500.00

14 Btg 'olken diameter 8 4rm 34000.00 3!000.00 4#!000.00 504000.00

C PERA4AAN

D Jum"a3 A . . C 5,20,225&00 5,2,505&00

E #er3ead 6 Pr+7i* (8+$*+3 109) 107 520,22&50 52,50&50

: ;ara Sa*ua$ Peer


58/98



Rp Rp Rp Rp

"III A..5.2 HARGA SATUAN PEKERJAAN PENUTUP ATAP

1 A..5.2.1 1 /2 P3/++,+, A4+p G3,43, P63,4, K3@6 --80'.50 1855.00

A T3,++ 1580'5.00 1850.00

&01 015 C9 ekerja 55,00000 60,00000 8,25000 *,00000

&02 00#5 C9 Tukan :a-u #5,00000 85,00000 5,62500 6,3#500

&03 000#5 C9 :epala Tukan 80,00000 *0,00000 60000 6#500

&04 0008 C9 !andor #0,00000 #5,00000 56000 60000

B B+3


59/98



Rp Rp Rp Rp

5 A..5.2.5 1 / P3/++,+, G3,43, B;7;, K* # G6+; 9-8020.00 10899-.00

A T3,++ '8-0.00 28950.00

&01 04 C9 ekerja 55,00000 60,00000 22,00000 24,00000

&02 02 C9 Tukan :a-u #5,00000 85,00000 15,00000 1#,00000

&03 002 C9 :epala Tukan 80,00000 *0,00000 1,60000 1,80000

&04 0002 C9 !andor #0,00000 #5,00000 14000 15000

B B+


60/98



Rp Rp Rp Rp

9 A..5.2.12 1 /2 P3/++,+, A4+p A73 G36/7+, ('8001805 /) // 82.00 5580.50

A T3,++ 18000.00 158505.00

&01 014 C9 ekerja 55,00000 60,00000 #,#0000 8,40000

&02 00# C9 Tukan :a-u #5,00000 85,00000 5,25000 5,*5000

&03 000# C9 :epala Tukan 80,00000 *0,00000 56000 63000

&04 000# C9 !andor #0,00000 #5,00000 4*000 52500

B B+


61/98



Rp Rp Rp Rp

02 : aku Biaa 1/2K 1K 12,00000 1#,00000 2,40000 3,40000


62/98



Rp Rp Rp Rp

PERALATAN

D J;/6+< A = B = 8'0.00 980.00

E O>3


63/98



Rp Rp Rp Rp


64/98



Rp Rp Rp Rp

1 A..5.2.'9 1 / P3/++,+, A4+p N S3, 2800.00 '0821.00

A T3,++ 180.00 180'0.00

&01 015 C9 ekerja 55,00000 60,00000 8,25000 *,00000

&02 00# C9 Tukan :a-u #5,00000 85,00000 5,25000 5,*5000

&03 000# C9 :epala Tukan 80,00000 *0,00000 56000 63000

&04 0006 C9 !andor #0,00000 #5,00000 42000 45000

B B+3


65/98



Rp Rp Rp Rp

I A..5.1 HARGA SATUAN PEKERJAAN LANGIT%LANGIT

1 A..5.1.1 1 /2 P3/++,+, L+,4%6+,4 A73 (18001800) /8 437+6 //8 5 // & // 2800.00 '18515.00

A T3,++ -8-0.00 80.00

&01 003 C9 ekerja 55,00000 60,00000 1,65000 1,80000

&02 00# C9 Tukan :a-u #5,00000 85,00000 5,25000 5,*5000

&03 000# C9 :epala Tukan 80,00000 *0,00000 56000 63000

&04 0004 C9 !andor #0,00000 #5,00000 28000 30000

B B+33


66/98



Rp Rp Rp Rp

&04 0005 C9 !andor #0,00000 #5,00000 35000 3#500


67/98



Rp Rp Rp Rp

B B+


68/98



Rp Rp Rp Rp

F H++ S+4;+, P33C++, (D=E) 1'89-.00 18-9.50


69/98



Rp Rp Rp Rp

A.5.1.1 HARGA SATUAN PEKERJAAN SANITASI DALAM GEDUNG

1 A.5.1.1.1 1 U,4 M3/++, 634 D;*; # M, B6 185580.00 2802899.00

A T3,++ 2-5820.00 '0'8590.00

&01 33 C9 ekerja 55,00000 60,00000 181,50000 1*8,00000

&02 11 C9 Tukan Batu #5,00000 85,00000 82,50000 *3,50000

&03 0001 C9 :epala Tukan 80,00000 *0,00000 8000 *000

&04 016 C9 !andor #0,00000 #5,00000 11,20000 12,00000

Bua% B+33


70/98



Rp Rp Rp Rp

B B+3


71/98



Rp Rp Rp Rp

10 A.5.1.1.15 1 7< P3/++,+, B+ K,46 P+.B+4; B+4+ '0'0 4, '5 @/ '80.00 '--85-.50

A T3,++ 1-98''0.00 198105.00

&01 2160 C9 ekerja 55,00000 60,00000 118,80000 12*,60000

&02 0#20 C9 Tukan Batu #5,00000 85,00000 54,00000 61,20000

&03 00#2 C9 :epala Tukan 80,00000 *0,00000 5,#6000 6,48000

&04 0011 C9 !andor #0,00000 #5,00000 ##000 82500

B B++,

Pp+ G+6>+,


72/98



Rp Rp Rp Rp

1 A.5.1.1.19 1 7< 58020.'1 089'.-

A T3,++ '8100.00 '85-5.00

&01 0010 C9 ekerja 55,00000 60,00000 55000 60000

&02 0400 C9 Tukan Batu #5,00000 85,00000 30,00000 34,00000

&03 0040 C9 :epala Tukan 80,00000 *0,00000 3,20000 3,60000

&04 0005 C9 !andor #0,00000 #5,00000 35000 3#500

B B+3333+,

Pp+ G+6>+,

P3/++,+, Pp+ G+6>+, 1

Pp+ G+6>+, 1

P3/++,+, Pp+ G+6>+, 1

Pp+ G+6>+, 1

P3/++,+, Pp+ G+6>+, '

Pp+ G+6>+, '


73/98



Rp Rp Rp Rp

F H++ S+4;+, P33C++, (D=E) 158'2.'' 1'851.-


74/98



Rp Rp Rp Rp

19 A.5.1.1.2 1 / 2598.00 2-18502.00

A T3,++ 28'0.00 29820.00

&01 0135 C9 ekerja 55,00000 60,00000 #,42500 8,10000

&02 0225 C9 Tukan Batu #5,00000 85,00000 16,8#500 1*,12500

&03 0023 C9 :epala Tukan 80,00000 *0,00000 1,84000 2,0#000

&04 000# C9 !andor #0,00000 #5,00000 4*000 52500

B B+3+,

Pp+ G+6>+,

P3/++,+, Pp+ P" 4p3 AW

Pp+ P"

P3/++,+, Pp+ P" 4p3 AW

Pp+ P"

P3/++,+, Pp+ P" 4p3 AW 1

Pp+ P" 1

P3/++,+, Pp+ P" 4p3 AW 1

Pp+ P" 1


75/98



Rp Rp Rp Rp

F H++ S+4;+, P33C++, (D=E) '180.- '815.'


76/98



Rp Rp Rp Rp

2 A.5.1.1.29 1 / 0815.' 8'-5.'

A T3,++ 10850.00 118925.00

&01 0054 C9 ekerja 55,00000 60,00000 2,*#000 3,24000

&02 00*0 C9 Tukan Batu #5,00000 85,00000 6,#5000 #,65000

&03 000* C9 :epala Tukan 80,00000 *0,00000 #2000 81000

&04 0003 C9 !andor #0,00000 #5,00000 21000 22500

B B+33


77/98



Rp Rp Rp Rp

B B+3


78/98



Rp Rp Rp Rp

I A..2.1 HARGA SATUAN PEKERJAAN BESI & ALLUMUNIUM

1 A..2.1.1 1 K P3/++,+, B3 P?6 2-8-'.50 '080-.-5

A T3,++ 890.00 985.00

&01 006 C9 ekerja 55,00000 60,00000 3,30000 3,60000

&02 006 C9 Tukan Bei #5,00000 85,00000 4,50000 5,10000

&03 0006 C9 :epala Tukan 80,00000 *0,00000 48000 54000

&04 0003 C9 !andor #0,00000 #5,00000 21000 22500

B B+3$ 13,50000 14,25000 15,52500 16,38#50

PERALATAN

D J;/6+< A = B = 28015.00 25852.50

E O>333


79/98



Rp Rp Rp Rp

5 A..2.1.5 10 @/ P3,3C++, P3,36++, *3,+, L+ L4 185-.5 181'1.'0

A T3,++ 8000.00 8'0.00

&01 004 C9 ekerja 55,00000 60,00000 2,20000 2,40000

&02 002 C9 Tukan Bei #5,00000 85,00000 1,50000 1,#0000

&03 0002 C9 :epala Tukan 80,00000 *0,00000 16000 18000

&04 0002 C9 !andor #0,00000 #5,00000 14000 15000

B B+3333


80/98



Rp Rp Rp Rp

B B+33


81/98



Rp Rp Rp Rp

B B+


82/98



Rp Rp Rp Rp

B B+


83/98

il /// / / / i /t / t % 3/2*52551*5 l *8/83 bk 12 14



Rp Rp Rp Rp

II A...2 HARGA SATUAN PEKERJAAN KUNI *+, KAA

1 A...2.2 1 B;+< P3/++,+, K;,@ T+,+/ B++ 19-8120.00 2198'12.50

A T3,++ '98200.00 8'-5.00

&01 001 C9 ekerja 55,00000 60,00000 55000 60000

&02 05 C9 Tukan :a-u #5,00000 85,00000 3#,50000 42,50000&03 001 C9 :epala Tukan 80,00000 *0,00000 80000 *0000

&04 0005 C9 !andor #0,00000 #5,00000 35000 3#500

B Ba%an 108000.00 1558000.00

1 Bua% :unci Tanam Biaa 140,00000 155,00000 140,00000 155,00000

PERALATAN

D J;/6+< A = B = 1-98200.00 1998'-5.00

E O>333


84/98



Rp Rp Rp Rp


85/98

il /// / / / i /t / t % 3/2*52551*5 l *8/85 bk 12 14



Rp Rp Rp Rp

A...2.- 1 B;+< P3/++,+, E,36 A,, 08.50 8921.25

A T3,++ 2281'5.00 28'-.50

&01 010 C9 ekerja 55,00000 60,00000 5,50000 6,00000

&02 020 C9 Tukan :a-u #5,00000 85,00000 15,00000 1#,00000

&03 002 C9 :epala Tukan 80,00000 *0,00000 1,60000 1,80000

&04 00005 C9 !andor #0,00000 #5,00000 3500 3#50

B B+3


86/98

il /// / / / i /t / t % 3/2*52551*5 l *8/86 bk 12 14



Rp Rp Rp Rp

11 A...2.1 1 B;+< P3/++,+, R36 P,4; D, 2981.00 '1'8--.50

A T3,++ 5'8'10.00 08225.00

&01 006 C9 ekerja 55,00000 60,00000 3,30000 3,60000

&02 06 C9 Tukan :a-u #5,00000 85,00000 45,00000 51,00000

&03 006 C9 :epala Tukan 80,00000 *0,00000 4,80000 5,40000

&04 0003 C9 !andor #0,00000 #5,00000 21000 22500

B B+333


87/98



Rp Rp Rp Rp

III A...' HARGA SATUAN PEKERJAAN PENUTUP LANTAI *+, DINDING

1 A...'.2 1 /2 P3/++,+, 6+,4+ U7, P A7;%+7; U. '0 '0 @/ 9805.00 108'-2.00

A T3,++ 2580-5.00 2-8--0.00

&01 025 C9 ekerja 55,00000 60,00000 13,#5000 15,00000

&02 0125 C9 Tukan Batu #5,00000 85,00000 *,3#500 10,62500

&03 0013 C9 :epala Tukan 80,00000 *0,00000 1,04000 1,1#000

&04 0013 C9 !andor #0,00000 #5,00000 *1000 *#500

B B+3


88/98



Rp Rp Rp Rp

5 A...'.9 1 /2 P3/++,+, 6+,4+ U7, G+,4 U. 0 0 @/ '''829.50 5-'851.00

A T3,++ 2580-5.00 2-8--0.00

&01 0250 C9 ekerja 55,00000 60,00000 13,#5000 15,00000

&02 0125 C9 Tukan Batu #5,00000 85,00000 *,3#500 10,62500

&03 0013 C9 :epala Tukan 80,00000 *0,00000 1,04000 1,1#000

&04 0013 C9 !andor #0,00000 #5,00000 *1000 *#500

B B+3


89/98



Rp Rp Rp Rp

9 A...'.'' 1 /2 P3/++,+, 6+,4+ K3+/ U. 10 10 @/ # 5 20 @/ 19890.0 215812-.55

A T3,++ -08000.00 --8525.00

&01 0#0 C9 ekerja 55,00000 60,00000 38,50000 42,00000

&02 0350 C9 Tukan Batu #5,00000 85,00000 26,25000 2*,#5000

&03 0035 C9 :epala Tukan 80,00000 *0,00000 2,80000 3,15000

&04 0035 C9 !andor #0,00000 #5,00000 2,45000 2,62500

B B+3


90/98



Rp Rp Rp Rp

1' A...'.'- 1 /2 P3/++,+, L+,4+ K3+/ ;.10 '' @/8 ;,4; >++ # 7*3 '-8-.50 0'8-99.00

A T3,++ 10'815.00 1158020.00

&01 105 C9 ekerja 55,00000 60,00000 5#,#5000 63,00000

&02 0525 C9 Tukan Batu #5,00000 85,00000 3*,3#500 44,62500

&03 0053 C9 :epala Tukan 80,00000 *0,00000 4,24000 4,##000

&04 0035 C9 !andor #0,00000 #5,00000 2,45000 2,62500

B B+33


91/98



Rp Rp Rp Rp

1- A...'.' 1 /2 P3/++,+, L+,4+ M+/3 U;+, 1.001.00 @/ 598522.0 --8-10.55

A T3,++ -08000.00 --8525.00

&01 0# C9 ekerja 55,00000 60,00000 38,50000 42,00000

&02 035 C9 Tukan Batu #5,00000 85,00000 26,25000 2*,#5000

&03 0035 C9 :epala Tukan 80,00000 *0,00000 2,80000 3,15000

&04 0035 C9 !andor #0,00000 #5,00000 2,45000 2,62500

B B+3


92/98



Rp Rp Rp Rp

B B+33


93/98



Rp Rp Rp Rp

B B+3


94/98



Rp Rp Rp Rp

I" A..-.1 HARGA SATUAN PEKERJAAN PENGEATAN

1 A..-.1.1 1 /2 P3,+, # p3,3+, P3/;++, +4 T3/7 L+/+ 989.00 1082.50

A T3,++ 80.00 98225.00

&01 015 C9 ekerja 55,00000 60,00000 8,25000 *,00000

&04 00030 C9 !andor #0,00000 #5,00000 21000 22500

B B+33


95/98



Rp Rp Rp Rp

B B+33


96/98



Rp Rp Rp Rp


97/98

ile;///)ar/


98/98



Rp Rp Rp Rp

B B+33

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