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DAFTAR : SATUAN UPAH KERJA

No. U r a i a n Upah Orang/hari

Upah Kerja

1 Pekerja Rp 38,000.00 /orang/hari/8 jam

2 Pekerja Setengah Trampil Rp 40,000.00 /orang/hari/8 jam

3 Pekerja Trampil Rp 45,000.00 /orang/hari/8 jam

4 Mandor Rp 60,500.00 /orang/hari/8 jam

5 Tukang kayu setengah trampil Rp 45,000.00 /orang/hari/8 jam

6 Tukang kayu trampil Rp 50,000.00 /orang/hari/8 jam

!epala tukang kayu Rp 55,000.00 /orang/hari/8 jam

8 Tukang "esi "eton setengah trampil Rp 45,000.00 /orang/hari/8 jam# Tukang "esi "eton trampil Rp 50,000.00 /orang/hari/8 jam

1$ Tukang "esi %&'/Pro(il setengah trampil Rp 45,000.00 /orang/hari/8 jam

11 Tukang "esi %&'/Pro(il trampil Rp 50,000.00 /orang/hari/8 jam

12 !epala tukang "esi "eton Rp 55,000.00 /orang/hari/8 jam

13 !epala tukang "esi konstruksi/pro(il Rp 55,000.00 /orang/hari/8 jam

14 Tukang "atu setengah trampil Rp 45,000.00 /orang/hari/8 jam

15 Tukang "atu trampil Rp 55,000.00 /orang/hari/8 jam

16 !epala tukang "atu Rp 60,500.00 /orang/hari/8 jam

1 Tukang )at Rp 50,000.00 /orang/hari/8 jam

18 !epala tukang )at Rp 55,000.00 /orang/hari/8 jam

1# Tukang politur Rp 50,000.00 /orang/hari/8 jam

2$ *perator alat "esar Rp 100,000.00 /orang/hari/8 jam

21 Pem"antu operator Rp 55,000.00 /orang/hari/8 jam

22 Supir tru)k Rp 75,000.00 /orang/hari/8 jam

23 !ernet tru)k Rp 44,000.00 /orang/hari/8 jam

24 Penjaga malam Rp 45,000.00 /orang/hari/8 jam

25 +uruh lapangan tak terlatih Rp 40,000.00 /orang/hari/8 jam

26 +uruh lapangan kurang terlatih Rp 45,000.00 /orang/hari/8 jam

2 +uruh lapangan terlatih Rp 55,000.00 /orang/hari/8 jam28 Mekanik Rp 82,500.00 /orang/hari/8 jam

2# Pem"antu Mekanik Rp 55,000.00 /orang/hari/8 jam

3$ Sta( Pelaksana Proyek Rp 82,500.00 /orang/hari/8 jam

,atatan -

1. arga satuan terse"ut merupakan harga yang "erlaku pada Th 2$$6

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HARGA SATUAN BAHAN

NO. U r a i a n Harga satuan Satuan

1 Bahan Batu

1 +atu "elah/kali 0p. 15$$$$.$$ /m3

2 Batu Pecah

+atu pe)ah /mesin - $ 2/3 )m 0p. 15$$$$.$$ /m3

+atu pe)ah /mesin - $ 1/2 )m 0p. 16$$$$.$$ /m3

Sirtu 0p. 12$$$$.$$ /m3

"u +atu 0p. 18$$$$.$$ /m3

+atu unung /uary 0p. 15$$$$.$$ /m3

+atu !apur 0p. 125$$$.$$ /m3

!enis Pasir

1 Pasang/tras 0p. 15$$$$.$$ /m3

2 +eton 0p. 14$$$$.$$ /m3

3 rug 0p. 12$$$$.$$ /m3

" Pas. Bata #erah

+atu "ata - !las 1 0p. 35$.$$ /"h

+atu "ata - !las 2 0p. 3$$.$$ /"h

+atu "ata - *en 7 !linker 0p. 6$$.$$ /"h

$ Roster

0oster "eton - 2$ 9 2$ 0p. 6$$$.$$ /"h

0oster "eton - 3$ 9 3$ 0p. 6$$$.$$ /"h0oster Tanah liat 0p. 5$$$.$$ /"h

% &nter '(oc) *pa+ing '(oc), -

1 Paing "lo)k ukuran - 691$92$ 0p. 4#$$$.$$ /m2

2 Paing "lo)k ukuran - 8 9 1$ 9 2$ 0p. 66$$.$$ /m2

3 %nter "lo)k a"u : a"u - 48 : 44/m2 0p. 3$$$.$$ /m2

4 %nter "lo)k 7 merah hitam - 46 : 44/m2 0p. 53$$$.$$ /m2

Port(an 0eent

1 Semen P, - 5$ kg 0p. 4$$$$.$$ /;ak

2 Semen Putih/&arna 0p. 1$2$$$.$$ /;ak

Bahan Ka3u

1 !amper Samarinda - papan 7oen 0p. 66$$$$$.$$ /m3

- "alok 7oen 0p. 6336$$$.$$ /m3

2 !ayu +anjar - papan 0p. 4224$$$.$$ /m3

- "alok 0p. 3#6$$$$.$$ /m3

3 !amper Medan - papan 0p. 2838$$$.$$ /m3

- "alok 0p. 254$$$.$$ /m3

4 !ayu Meranti - papan 0p. 15$$$$.$$ /m3

- "alok 0p. 16$$$$$.$$ /m3

5 !ayu +orneo Super - papan 0p. 165$$$$.$$ /m3- "alok 0p. 1584$$$.$$ /m3

6 !ayu Terentang - papan 0p. #5$$$.$$ /m3

- +alok 0p. #3$$$.$$ /m3

!ayu

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# !ayu Peran)ah 0p. 182$$$.$$ /m3

4 Besi

arga rata:rata .24 =9 a - ?ia 6 mm 0p. 3$$.$$ /kg

arga rata:rata .2# =9 a - ?ia 6 mm 0p. #$$.$$ /kg

arga rata:rata .3# =9 a 0p. #$$.$$ /kgat

!a>at Pengikat/!a>at "eton 0p. 12$$$.$$ /kg

!a>at "erduri/1gulung - 5$ m@ 0p. 2$$$.$$ /m@

!a>at nyamuk hijau 0p. 2835$.$$ /m2

!a>at nyamuk alumunium 0p. 5265$.$$ /m2

0am ka>at 0p. 168$$.$$ /m2

+esi Siku rata:rata 0p. 81$$.$$ /kg

+esi Plat 4@ 9 8@ 0p. 84$$.$$

arga "esi plat rata2 0p. 84$$.$$ /kg

arga rata:rata plat lipet )hanal 0p. 8$$$.$$ /kg

arga rata:rata %&' e9 ?A S%% 0p. 86$$.$$ /kgarga rata:rata %&' e9 arna putih 0p. 45$$$.$$ /m2

:(i"er glass 0p. 12$$$$.$$ /m2e. +ahan:"ahan penutup atap

:enteng "eton Aatural 14.5 /m2 /+uah 0p. 36$$$.$$ /"h

:Aok genteng "eton Aatural 14.5 / m2 /+uah 0p. 6$$$.$$ /"h

:enteng keramik lasur Standard 14.5 /m2 0p. #6$$.$$ /"h

:Aok genteng keramik 0p. 18$$$.$$ /"h

:tap sirap 0p. 14$$$.$$ /m2

Penutup atap genting metal 0p. 144$$$.$$ /m2

Aok atas para"ung 0p. 18$$$$.$$ /m@

:Metal roo( 71.39$.419$.$3 import 0p. 113$$$.$$ /m2

:Aok Metal 0oo( 7panjang 12$ )m import 0p. 384$$.$$ /"h

:enteng Morando Aatural 1m2D2$+h /"uah 0p. 144$.$$ /"h:enteng Morando lasur 1m2D2$+h /"uah 0p. 245.$$ /"h

tap enteng Plentong e9 +akar 0p. 1#2$.$$ /"h

tap enteng Plentong Pres *en 0p. 1$$.$$ /"h

:enteng plentong press =9 angi +ergla;ur 0p. 26$$.$$ /"h

:+u"ungan =9 angi +ergla;ur 0p. 38$$.$$ /"h

:Aok pinggir rain"ou> 0p. 264$$.$$ /m@

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:enteng Tegola 0p. 1242$$.$$ /m2

:enteng Plam 0p. 6$$.$$ /"h

: lumunium 'oil

:tap lumunium S0 26

12 Bahan p(at a(uuniuPlat alumunium te"alD 2mm 0p. 85$$$.$$ /m2

Plat alumunium te"alD 3mm 0p. 11$$$$.$$ /m2

!usen pintu/jendela 3B 0p. 115$$$.$$ /m@

?aun

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1% GRAN&T

ranit %talia >arna gelap +esar 7CA 0p. 1$#2$25.$$ /m2

ranit )ina >arna gelap !e)il 7?A 0p. 415.$$ /m2

!eramik ranit k. 4$94$ Polished 0p. 14#435.$$ /m2

!eramik ranit k. 4$94$ n Polished 0p. 8623.$$ /m2

!eramik ranit k. 6$96$ Polished 0p. 183#2$.$$ /m2!eramik ranit k. 6$96$ n Polished 0p. 1$3455.$$ /m2

+ata !ara>ang 7!& 1 0p. 16#4.$$ /m2

0oncrite 'ric) 0p. 125$$$.$$ /m2

". T==C

Tegel P) 2$ 9 2$ "u : a"u 0p. 1656$.$$ /m2

Tegel P) 2$ 9 2$ &arna 0p. 2$$$.$$ /m2

Tegel &a(el 2$ 9 2$ "u : a"u 0p. 2415$.$$ /m2

Plint 2$ 9 2$ "u : a"u 0p. 1656$.$$ /m2

1 Bahan 8oteng/P(apon

a. Triplek

:k. 1.292.493mm 0p. 5$4$$.$$ /l"r

:k. 1.292.494mm 0p. 6$$$$.$$ /l"r

:k. 1.292.496mm 0p. 684$$.$$ /l"r

:k. 1.292.49# mm 0p. 116$$.$$ /l"r

". Teak >ood k. 12 9 24 9 4 mm 0p. 32$$.$$ /l"r

Teak>ood untuk pintu k. #$ 922$ 9 4 mm 0p. 66$$$.$$ /l"r

). =nternit type 1 0p. 132$$.$$ /l"r

: =ternit type 2 0p. #6$$.$$ /l"r

d. Multiplek # mm 12$ 9 24$ 0p. #3$$$.$$ /l"r

Multiplek 12 mm 12$ 9 24$ 0p. 145$$$.$$ /l"r

Multiplek 18 mm 12$924$ 0p. 165$$$.$$ /l"r

e. ypsum

ypsum 12$ 9 24$ t D # mm e9 ?A 0p. 528$$.$$ /l"r

ypsum 12$ 9 24$ t D # mm e9 Cuar 0p. 42$$$.$$ /l"r

ypsum tape 0p. 1#2$$.$$ /roll

,ompound 0p. 864$$.$$ /;ak

Cist Pro(il ypsum 0p. 14$$$.$$ /m@

1 Kran 8o)a( Kuningan

!ran lokal !uningan - $ 1/2 in) 0p. 25$$.$$ /"h

!ran lokal !uningan - $ 3/4 in) 0p. 25$$.$$ /"h

!ran =9 luar - $ 1/2 in) 0p. 385$$.$$ /"h

!ran =9 luar - $ 3/4 in) 0p. 4#5$$.$$ /"h

asher 0p. 258$$$.$$ /"h

14 Bahan Pipa para(on

a. Pipa PF, 7& - $ 1/2B : 4 m 0p. 282$$.$$ /"tg

Pipa PF, 7& - $ 3/4B : 4 m 0p. 33$$.$$ /"tg

Pipa PF, 7& - $ 1B : 4 m 0p. 4$$.$$ /"tg Pipa PF, 7& - $ 15B : 4 m 0p. 855$$.$$ /"tg

Pipa PF, 7& - $ 2B : 4 m 0p. 121#$$.$$ /"tg

Pipa PF, 7& - $ 25B : 4 m 0p. 151$$.$$ /"tg

Pipa PF, 7& - $ 3B : 4 m 0p. 2415$$.$$ /"tg

Pipa PF, 7& - $ 4B : 4 m 0p. 331$$.$$ /"tg

Pipa PF, 7& - $ 5B : 4 m 0p. 48#4$$.$$ /"tg

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Pipa PF, 7& - $ 6B : 4 m 0p. 385$$$.$$ /"tg

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". Penyam"ung pipa PF,

: Soket $ 1/2B s/d 3/4B 0p. 165$.$$ /"h

: Soket $ 1B s/d 2B 0p. 33$$.$$ /"h

: Soket $ 3B s/d 5B 0p. $$.$$ /"h

: Soket $ 6B 0p. 231$$.$$ /"h

: !nie $ 1/2B s/d 3/4B 0p. 165$.$$ /"h : !nie $ 1B s/d 2B 0p. 25$.$$ /"h

: !nie $ 3B s/d 5B 0p. #35$.$$ /"h

: !nie $ 6B 0p. 4#5$$.$$ /"h

: Pralon Cistrik $ 5/8B : 4 m 0p. 385$$.$$ /"h

25 Buis Beton Bu(at- 7 5 25 c 7 1 0p. 28$$$.$$ /"h

: $ 3$ )m : 1 m 0p. 36$$$.$$ /"h

: $ 4$ )m : 1 m 0p. 45$$$.$$ /"h

: $ 5$ )m : 1 m 0p. 65$$$.$$ /"h

: $ 6$ )m : 1 m 0p. 2$$$$$.$$ /"h

: $ 8$ )m : 1 m 0p. 22$$$$.$$ /"h : $ 1$$ )m : 1m 0p. 26$$$$.$$ /"h

21 Stanar Rea37#i9

0eadymi9 +eton !.45$ tanpa pompa 7 selang 0p. 552$$$.$$

0eadymi9 +eton !.3$$ tanpa pompa 7 selang 0p. 4#$$$.$$

0eadymi9 +eton !.225 tanpa pompa 7 selang 0p. 4$$$$.$$

0eadymi9 +eton !.15 tanpa pompa 7 selang 0p. 452$$$.$$

0eadymi9 +eton !.125 tanpa pompa 7 selang 0p. 44$$$$.$$

Tiang PancangTiang Pan)ang +eton 0p 242$$$.$$ m1

Tiang Pan)ang +eton 0p 285$$.$$ m1

Tiang Pan)ang +eton 0p 335$.$$ m1

Tiang Pan)ang +eton 0p 434125.$$ m1

Tiang Pan)ang +eton 0p 5635$$.$$ m1

Tiang Pan)ang +eton 0p $1155.$$ m1

22 Bahan Kaca

!a)a polos te"al 3 mm 0p. 6#$$$.$$

!a)a polos te"al 5 mm 0p. 8$$$.$$ /m2

!a)a 0ay"and 5 mm 0p. 1$8$$$.$$

!a)a 0ay"and 8 mm 0p. 1#481$.$$

!a)a 0ay"and 12 mm 0p. 32$$45.$$

!a)a =s tD3mm 0p. 8$$$.$$ m2

!a)a =s tD5mm 0p. #$$$$.$$ m2

lass "lo)k 2$ 9 2$ mm 0p. 483$$.$$ /"h

!a)a nako polos lengkap

kuran 149#$ 0p. #$$$.$$ /dn

kuran 1496$ 0p. 8$$.$$ /dn

kuran 1495$ 0p. $$$.$$ /dn

2 Penggantung an Kunci

!un)i pintu tanam ?ou"le slaag 0p. 13#15$.$$ /nit

!un)i jangkar standar ?ou"le Slaag 0p. 158125.$$ /nit

!un)i tanam 2 slaag 0p. 158125.$$ /nit

!un)i Silinder !C % 0p. 1815$$.$$ /nit

!un)i Silinder !C %% 0p. 5#$$.$$ /nit

!un)i !M/&, +ulat !>alitas %% 0p. 5$$$.$$ /nit

/m2

/m3

/m3

/m3

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!un)i !M/&, +ulat !>alitas % 0p. 1$$$$$.$$ /nit

!un)i lamari 0p. 2$$$.$$ /"h

=ngsel Aylon untuk pintu 0p. 125$.$$ /"h

=ngsel Aylon untuk as 3 B 0p. 6$$$.$$ /"h

: Minyak )at 0p. 35$$.$$ ./ltr

(. : ,at Tahan sam 0p. 3#$$$.$$ /kg

: ,at anti lumut 0p. 666$$.$$ /kg

: &ater proo(ing emulsion =9 po9tar 0p. $6$$.$$ /kg

: &ater proo(ing Mem"rane 0p. 11$$.$$ /kg

2$ Kansteen 1$.2$."5 c 0p. 2#$$.$$ /"h

2% Beton Gra+e( 1/2 5 2$ c 0p. 14$$$.$$ /"h

+eton rael 1/2 $ 3$ )m 0p. 1#$$.$$ /"h

+eton rael 2$ )m 0p. 14$$$.$$ /m

+eton rael 3$ )m 0p. 1#$$.$$ /m

+eton rael 4$ )m 0p. 2$$.$$ /m

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+eton ringan le"ar 12 m@ 7"erpro(il 0p. 258$$$.$$ /m@

+eton ringan le"ar 12 m@ 7"erpro(il 0p. 1#2$$$.$$ /m@

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2 Bahan Ba)ar an Pe(uas

a. Minyak tanah 0p. 3$$$.$$ /ltr

". Minyak Solar 0p. 43$$.$$ /ltr

). +ensin/Premium 0p. 45$$.$$ /ltr

d. sitilin 0p. 8$$$.$$ /15.1 !

e. =lpiji 0p. 45$$$.$$ /15.1 !(. !a>at las 0p. 11$$$.$$ /dus

g. 0esidu ka>at las 0p. 44$$.$$ /lt

h. Prime ,oat 0p. 22$$.$$ /ltr

%. Tea) ,oat 0p. 1#$$.$$ /ltr

2 K(oset an 'ahan porse(in (ainn3a

!loset jongkok import 0p. 356$$.$$ /"h

!loset duduk import 0p. 2543$$$.$$ /"h

!loset jongkok porselin lokal 0p. 38$$$.$$ /"h

!loset n light 0p. 25$$$$.$$ Ttk

Testing dan )omiisioning 0p. 81$$$$$.$$ nit

Campu alogen 1$$ &att untuk +o9 hias 0p. 5$$$$.$$ Ttk

!a"el listrik 0p. 1685.$$ m@

,one)tor 0p. 85$$.$$ "h

Titik Penangkal petir 0p. 36$$$$.$$ Ttk

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!a"el +, 0p. $$$$.$$ Ttk

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ANALISA HARGA SATUAN BAHAN DAN UPAH

Harga !u(ah

No. Uraian Pe)erjaan P;K.PAS.BOU?P8ANK

Bahan -

1 !ayu "orneo super $.$$8 m3 0p. 1584$$$.$$ 0p. 132$$.$$

2 Paku $.$$ kg 0p. 1$$$$.$$ 0p. $.$$

0p. 132$.$$

!euntungan 1$I 0p. 132.$$

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Harga !u(ah

No. Uraian Pe)erjaan

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Harga !u(ah

No. Uraian Pe)erjaan PAGAR P;NGA#AN PRO;K

Bahan -

1 Seng gl" +

Bahan -

1 : 0p. :

0p. :

!euntungan 1$I 0p. :

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Harga !u(ah


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Harga !u(ah


Bahan -

1 : 0p. :

0p. :

!euntungan 1$I 0p. :

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Harga !u(ah


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19/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

20/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

21/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

22/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

23/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

24/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

25/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

26/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

27/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

28/73

Harga !u(ah


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29/73

Harga !u(ah


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Harga !u(ah

No. Uraian Pe)erjaan arna $.$13 ;ak 0p. 1$2$$$.$$ 0p. 1326.$$

4 Pasir pasang $.$3$ m3 0p. 15$$$$.$$ 0p. 45$$.$$

0p. 13846.$$

!euntungan 1$I 0p. 1384.6$

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Harga !u(ah


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Harga !u(ah


4 Pasir pasang $.$3$ m3 0p. 15$$$$.$$ 0p. 45$$.$$

0p. 52626.$$


BOR@;R @&N@&NG K;RA#&K T&8;15/25 1-" B;R0ORAK

Bahan -

1 !eramik tile!& 1 ?A "er)orak 5.$$$ "h 0p. 54$$.$$ 0p. 2$$$.$$

2 P., $.$16 ;ak 0p. 4$$$$.$$ 0p. 64$.$$

3 Semen >arna $.$$5 ;ak 0p. 1$2$$$.$$ 0p. 51$.$$

4 Pasir pasang $.$1$ m3 0p. 15$$$$.$$ 0p. 15$$.$$

0p. 2#65$.$$

!euntungan 1$I 0p. 2#65.$$

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33/73

Harga !u(ah


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34/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

35/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

36/73

Harga !u(ah


7/24/2019 Analisa 2006 (SNI) + 10%

37/73

Harga !u(ah


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38/73

Harga !u(ah


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39/73

Harga !u(ah


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Harga !u(ah

No. Uraian Pe)erjaan erk 1.$$$ ls 0p. 5$$.$$ 0p. 5$$.$$

5 mpelas $.25$ l" 0p. 34$$.$$ 0p. 85$.$$

0p. 6$3$.$$

!euntungan 1$I 0p. 6$3.$$

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Harga !u(ah


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Harga !u(ah

No. Uraian Pe)erjaan as 3B $.$1$ "h 0p. 6$$$.$$ 0p. 6$.$$

0p. 6$.$$!euntungan 1$I 0p. 643$.1$

as 3B $.$1$ "h 0p. 6$$$.$$ 0p. 6$.$$

0p. 6$.$$

!euntungan 1$I 0p. 41$.$$

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Harga !u(ah

No. Uraian Pe)erjaan arna $.2$$ kg 0p. 36$$$.$$ 0p. 2$$.$$

4 mplas kayu $.4$$ l" 0p. 34$$.$$ 0p. 136$.$$

5 Minyak )at $.$16 lt 0p. 35$$.$$ 0p. 56.$$

6 !>as 3B $.$5$ "h 0p. 6$$$.$$ 0p. 3$$.$$

0p. 13$$1.$$

!euntungan 1$I 0p. 13$$.1$

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Harga !u(ah

No. Uraian Pe)erjaan as 3B $.$1$ "h 0p. 6$$$.$$ 0p. 6$.$$

Spirtus $.2$$ "tl 0p. 15$$$.$$ 0p. 3$$$.$$

8 mplas kayu $.1$$ l" 0p. 34$$.$$ 0p. 34$.$$

0p. 1#356.$$

!euntungan 1$I 0p. 1#35.6$

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45/73

Harga !u(ah


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46/73

Harga !u(ah


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47/73

Harga !u(ah


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Harga !u(ah

No. Uraian Pe)erjaan 8&ST P8A:ON@ GPSU#

Bahan -

1 Cist ypsum 1.1$$ m@ 0p. 14$$$.$$ 0p. 154$$.$$

2 Paku ypsum $.$5$ kg 0p. 126$$.$$ 0p. 63$.$$

3 ,ompound $.$5$ kg 0p. 864$$.$$ 0p. 432$.$$

0p. 2$35$.$$


8SP8ANK KAU KA#P;R SA#AR&N@A /25 Bahan -

1 !ayu Samarinda $.$$ m3 0p. 66$$$$$.$$ 0p. 462$$.$$

2 Paku $.1$$ kg 0p. 126$$.$$ 0p. 126$.$$

0p. 446$.$$

!euntungan 1$I 0p. 446.$$

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No. Uraian Pe)erjaan 8SP8ANK KAU KA#P;R BAN!AR#AS&N /25

Bahan -

1 !ayu "anjarmasin $.$$ m3 0p. 4224$$$.$$ 0p. 2#568.$$

2 Paku $.$5$ kg 0p. 126$$.$$ 0p. 63$.$$

0p. 3$1#8.$$

!euntungan 1$I 0p. 3$1#.8$

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No. Uraian Pe)erjaan ood untuk pintu 2.$$$ l"r 0p. 66$$$.$$ 0p. 132$$$.$$

3 lumunium sheet $2 mm $.35$ l"r 0p. 85$$$.$$ 0p. 2#5$.$$

4 Paku triplek $.2$$ kg 0p. 12$$$.$$ 0p. 24$$.$$

5 Cem putih $.5$$ kg 0p. 24$$$.$$ 0p. 12$$$.$$

6 Cem kuning 1.$$$ kg 0p. 55$$.$$ 0p. 55$$.$$

0p. 245$1$.$$


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No. Uraian Pe)erjaan type morando 1#.$$$ "h 0p. 144$.$$ 0p. 236$.$$

2 !ayu kaso 5/ "orneo super $.$11 m3 0p. 1584$$$.$$ 0p. 1424.$$

3 0eng kayu2/3 4.$$$ m@ 0p. 2$$$.$$ 0p. 8$$$.$$

4 Paku 5 s/d )m $.25$ kg 0p. 1$$$$.$$ 0p. 25$$.$$

0p. 55284.$$


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No. Uraian Pe)erjaan 1.$$$ m1 0p. 113$$$.$$ 0p. 113$$$.$$

2 !ayu kaso 5/ "orneo super $.$11 m3 0p. 1584$$$.$$ 0p. 1424.$$

3 0eng kayu2/3 4.$$$ m@ 0p. 3$$$.$$ 0p. 12$$$.$$

4 Paku 5 s/d )m $.25$ kg 0p. 1$$$$.$$ 0p. 25$$.$$

0p. 144#24.$$

!euntungan 1$I 0p. 144#2.4$

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No. Uraian Pe)erjaan P;K.PASANG BUBUNGAN #;TA8 ROO: RA&NBAOU?

Bahan -

1 enteng "u"ungan Metal 0oo( 1.$$$ M1 0p. 384$$.$$ 0p. 384$$.$$

2 Paku 5 s/d )m $.25$ kg 0p. 1$$$$.$$ 0p. 25$$.$$

0p. 4$#$$.$$

!euntungan 1$I 0p. 4$#$.$$

P;K.PASANG BUBUNGAN ;C !AT&?ANG& TP; #ORAN@O

Bahan -1 enteng "u"ungan e9 jt> type morando 4.$$$ "h 0p. 38$$.$$ 0p. 152$$.$$

2 P, $.13$ ;ak 0p. 4$$$$.$$ 0p. 5216.$$

3 Pasir pasang $.$21 m3 0p. 15$$$$.$$ 0p. 315$.$$

0p. 23566.$$


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No. Uraian Pe)erjaan SA8URAN GRA

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Analisa 2006 (SNI) + 10%

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