Copy of rab pasar bantaeng 2016 perubahan 14 kios.xlsx

8/17/2019 Copy of rab pasar bantaeng 2016 perubahan 14 kios.xlsx

1/173

KUSEN KANTOR

Kusen Pintu Kaca Bin

PJ1 1.00 20.80 0.16 2.97 2.97 2.31 2.31 1.21

P1 2.00 5.20 0.08 1.68 3.36 - - -

P2 1.00 8.00 0.06 1.47 1.47 0.26 0.26 0.17

P3 1.00 4.90 0.04 1.26 1.26 - - -

J1 2.00 9.50 0.14 - - 1.05 2.10 0.48

J2 7.00 6.50 0.34 - - 0.75 5.25 0.24

V1 1.00 3.00 0.02 - - 0.42 0.42 -

- - -

JUMLAH ………… !"# $!% 1!3#

RUMAH JA&A


P1 1.00 5.20 0.04 1.68 1.68 - - -P2 2.00 5.10 0.08 1.47 2.94 - - -

P3 1.00 5.20 0.04 1.68 1.68 - - -

P# 1.00 5.00 0.04 1.26 1.26 - - -

J1 1.00 4.80 0.04 - - 0.62 0.62 0.29

J2 1.00 6.75 0.05 - - 0.39 0.39 0.44

J3 4.00 5.30 0.16 - - 0.30 1.20 0.34

J# 1.00 7.85 0.06 - - 0.76 0.76 0.57

V1 1.00 2.60 0.02 - - 0.36 0.36 -

- - -

JUMLAH ………… !'2 (!'% 3!33

POS JA&A


P1 1.00 5.20 0.04 1.68 1.68 - - -

J1 1.00 5.40 0.04 - - 1.54 1.54 -

- - -

JUMLAH ………… !" 1!%" 1!'#

Ti*eKusen

Ju+,a-.Unit/

Ti*eKusen

Ju+,a-.Unit/

Ti*eKusen

Ju+,a-.Unit/


2/173

gkai E! Pintu E! Jen0e,a

1.21 6.00 6.00 12.00 12.00

- 3.00 6.00 - -

0.17 3.00 3.00 2.00 2.00

- 3.00 3.00 - -

0.96 - - 6.00 12.00

1.68 - - 4.00 28.00

- - - - -

- - -

#!2 1"! '#!


- 3.00 3.00 - -- 3.00 6.00 - -

- 3.00 3.00 - -

- 3.00 3.00 - -

0.29 - - 2.00 2.00

0.44 - - 8.00 8.00

1.36 - - 6.00 24.00

0.57 - - 8.00 8.00

- - - - -

- - -

2!%% 1'! #2!


- 3.00 3.00 - -

- - - - -

- - -

) 3! )


3/173

PERHTUN&AN BERAT BES STRUKTUR

1 S, S1 ) 34' 0.30 0.50 6.67 0.125

Besi Berat Jml Pjg POLOS

19.00 2.23 6.00 6.67

16.00 1.58 6.00 6.67 63.13

8.00 0.39 53.33 1.60 33.67

$%!"5% 11!%#

2 S, 2'4# 0.25 0.40 10.00 0.125


16.00 1.58 6.00 10.00 94.69

14.00 1.21 4.00 10.00 48.33

8.00 0.39 80.00 1.30 41.03

1"#!%

5% 1$3!2(

3 K,+ K1 ) 0ia! $ 0.64 1.57 0.150


22.00 2.98 18.00 1.57

19.00 2.23 18.00 1.57

10.00 0.62 10.48 2.83 18.27

1"!2(

5% 1$!1"

4 K,+ K2 ) 0ia! ' 0.20 5.10 0.150


19.00 2.23 - 5.1016.00 1.58 14.00 5.10 112.59

8.00 0.39 33.97 2.83 37.88

1'!#(

5% 1'(!$$

5 K,+ K# ) #4# 0.40 0.40 6.25 0.150


19.00 2.23 4.00 6.25

16.00 1.58 8.00 6.25 78.91

8.00 0.39 41.67 1.60 26.301'!22

5% 11!#"

6 K,+ K' ) 2'42' 0.25 0.25 16.00 0.200


16.00 1.58 - 16.00 -

14.00 1.21 8.00 16.00 154.67

8.00 0.39 80.00 1.00 31.56

1"%!23


4/173

5% 1$'!'#


5/173

7 Ba,k n0uk BL!1 ) #4( 0.40 0.70 3.57 0.125


22.00 2.98 12.00 3.57

19.00 2.23 4.00 3.57

8.00 0.39 28.57 2.20 24.80

2#!"

5% 2%!#

8 Ba,k n0uk BL!2 ) 34' 0.30 0.50 6.67 0.125


19.00 2.23 6.00 6.67

16.00 1.58 6.00 6.67 63.13

8.00 0.39 53.33 1.60 33.67

$%!"

5% 11!%#

9 Lantai Betn ) te5a, 1' c 2.00 5.00 0.15 0.200


10.00 0.62 11.00 5.00 33.91

10.00 0.62 26.00 2.00 32.06

8.00 0.39 - 14.00 -

#3!$"

5% #%!1"

10 Lantai Betn ) te5a, 12 c 8.00 8.00 0.12 0.200


10.00 0.62 65.00 8.00 320.58

10.00 0.62 65.00 8.00 320.5810.00 0.62 65.00 1.60 64.12

10.00 0.62 65.00 1.60 64.12

1!1"

5% 1'!1$


6/173

53.33

ULR JUMLAH

89.02

"$!2 1"'!"2$3!#( 1$'!11

80.00

ULR JUMLAH

1"#!%

1$3!2(

10.48

ULR JUMLAH

84.47

63.00

1#(!#( 1%'!(#

1'#!"# 1(#!2

33.97

ULR JUMLAH

-

) 1'!#(

) 1'(!$$

41.67

ULR JUMLAH

55.64

''!%# 1%!"%

'"!#2 1%"!$

80.00

ULR

1"%!23


7/173

1$'!'#


8/173

28.57

ULR JUMLAH

127.88

31.79

1'$!%( 1"#!#(

1%(!%% 1$3!(

53.33

ULR JUMLAH

89.02

"$!2 1"'!"2

$3!#( 1$'!11

1.50

ULR JUMLAH

Lintang

Panjang

7.68

ULR JUMLAH

Lintang

Panjang(Tama!an"

(Tama!an"


9/173

NSTANS PEKERJAAN LOKAS 6 KE7AMATAN 7AMPA&ALOTAHUN 6 2 1 %

NO URAAN PEKERJAA

PEKERJAAN PEN8AHULUAN

1.1 Pa#an $ama Pr&e'1.2 ire'si )eet *gn Lantai Plesteran + ,*1.3 Pe'. Penga*aan /ir )erja

1.4 Pe'. Penga*aan Listri' )erja1.5 /*ministrasi *an Pela#ran1.6 /sil*raing

PEKERJAAN LAN8 7LEARN&

2.1 Pe'. Pemng'aran Bangnan Lama (*in*in

2.2 Timnan irt Pement'an )ntr La

2.3 ,alian Tana! Pn*asi Prte'si Pena!an

2.4 rgan Pasir Baa! Prte'si 5 m2.5 Pas. Prte'si Bat ,nng 1 42.6 Pe'. Plesteran in*ing Prte'si 1 4

PEMBAN&UNAN KOS 8ERET . 7 / 8EPAN

PEKERJAAN TANAH1.1 Pe'. Pemersi!an *an Pemasangan B1.2 rgan Tana! Timnan T 55 m (*al

1.3 rgan Pasir T 5 m (*alam angna

PEKERJAAN STRUKTUR BETON2.1 B TT ( T)T B/:/; "

2.1.1 Pn*asi Bat )ali2.1.1.1 Pn*asi Bat )ali am#. 1 4

2.1.1.1.1 ,alian Tana! Pn2.1.1.1.2 Pas. Bat )sng2.1.1.1.3 rgan Pasir Ba

EN&NEERN& ESTMATE


10/173

2.1.1.1.4 Pas. Bat )ali


11/173

2.2.2.4.3 r Betn2.2.2.5 ing Bal' s#i-s#i 13 13

2.2.2.5.1 Be'isting 2 #a'2.2.2.5.2 Pemesian2.2.2.5.3 r Betn


12/173

PEKERJAAN ARSTEKTURAL3.1 P)J//$ L/$T/? /$ P//$,/$ )/>?)

3.1.1 Pas. Betn Tm' tan#a Tlangan /las3.1.2 )erami' 40 40 (lantai tama+teras"3.1.3 Pe'. aat Betn /rea *e#an atas al

3.2 P)J//$ ?$?$, (P//$,/$ B/T/"3.2.1 Pas. Bata >era! 1


13/173

V an*i < Tilet :5.1.1.1 Pe'. )sen Pint )a& )ls ??5.1.1.2 Pe'. an Pint )a& )ls ??5.1.1.3 Pe'. ngsel Pint5.1.1.4 Pe'. ,ren*el *an )ni Pint5.1.1.5 Pe'. Pengeatan Pint )a&

5.1.1.6 Pas. )erami' 2020 m Lanta5.1.1.7 Pas. )erami' 2025 m in*i5.1.1.8 Pas. )lset Jng''5.1.1.9 Ba' mer5.1.1.10 Pas. lr*rain5.1.1.11 Pas. )ran /ir5.1.1.12 Jaringan Pi#a /ir Bersi! Pi#a5.1.1.13 Jaringan Pi#a /ir )tr Pem5.1.1.14 Jaringan Pi#a /ir )tr Lima5.1.1.15 Pematan Ba' e#titan' +

5.1.1.15.1 ,alian Tana!

5.1.1.15.2 Lantai aat Bet5.1.1.15.3 Pas. Bata mera!5.1.1.15.4 Plesteran am#.5.1.1.15.5 r Plat Betn

5.1.1.15.5.15.1.1.15.5.25.1.1.15.5.3

5.1.1.15.6 Pi#a Peresa#an *


14/173

E KABUPATEN BANTAEN&

'rananal /.n.4 278.40 m3/.n.12 41.76 m3

a! Pn*asi Pasir rg /.n.9 13.92 m3

!


15/173

ng am#. 1 5 /.n.11 122.97 m3ali >anal /.n.7 69.60 m3'is

asi >anal /.n.4 7.16 m3 Bata 1 t am#. 1 4 /.n.13 10.34 m3)lm 3030 mi 6.32 m2


16/173

)200 /.n.35 1.62 m3170.0 meter

i 15.38 m2


17/173

Lantai )erami' t 5 m ).175 /.n.34 17.20 m3Pti! /.n.44. 344.00 m2

ran t. 10 m ).175 /.n.34 7.87 m3

1 4 /.n.15 1093.22 m2ali air" /.n.19 59.00 m2

/.n.19 1093.22 m2/.n.16 1093.22 m2

,smar* 6.5 mm /.n.33 333.70 m2ls 243.60 mG

/

'. 28 25 meter&.@en*r

m2 185.25 ls

5 *an 3.5" a#liatr /.n.29 300.38 m2/.n.30 300.38 m2/.n.28 59.00 mG

/.n.58 253.22 m2/.n.57 840.00 m2/.n.57 333.70 m2

ls 188.90 m2/.n.56 12.60 m2

>/an ang'a 'lm *e#an )is a#liatr - 126.08 m2an ang'a ,erang tama a#liatr - 21.00 m2ang - 10.00 m2

- 1.00 ls- 1.00 ls

# *ll" /.n.60 2.00 !

/.n.61 54.00 tt'm# L


18/173

ls 47.00 mG*e e#an ls 47.40 m2Bangnan

/.n.4 30.08 m3/.n.15 70.50 m2

at 10 m /.n.34 2.82 m3aan alran 1 3 /.n.18 103.40 m2

0.04 m33.94 m29.00 !

anam 3.00 !28.36 m2

i )>


19/173

HAR&A SATUAN JUMLAH

# 460000.00 # 460000.00# 1200000.00 # 18000000.00# 250000.00 # 1500000.00

# 250000.00 # 1500000.00# 2000000.00 # 8000000.00# 5000000.00 # 5000000.00

JUMLAH R* 3#=#%=!

# 12500.00 # 7500000.00

# 398160.00 # 103521600.00

# 62475.00 # 4304527.50

# 314790.00 # 2085483.75# 891838.50 # 7772372.53# 59093.66 # 1716670.94

JUMLAH R* 12%=$=%'#!(2

# 2000000.00 # 2000000.00# 174300.00 # 38298067.50

# 314790.00 # 6287930.25 JUMLAH R* #%='"'=$$(!('

# 62475.00 # 17393040.00# 518080.50 # 21635041.68# 314790.00 # 4381876.80


20/173

# 891838.50 # 109666410.52# 46200.00 # 3215520.00

# 62475.00 # 447008.63# 200173.13 # 2068789.25

# 237069.00 # 4328519.60# 17257.80 # 7901849.42# 1160382.86 # 3352346.09

# 257318.25 # 22386687.75# 17257.80 # 35188481.62# 1160382.86 # 12114397.07

# 442390.20 # 10086496.56# 17257.80 # 1468978.93# 1160382.86 # 1488191.02

# 442390.20 # 11944535.40# 17257.80 # 5369075.02# 1160382.86 # 5439294.66

# 442390.20 # 15671230.44# 17257.80 # 7044226.43# 1160382.86 # 7136354.60

# 442390.20 # 9953779.50# 17257.80 # 3876571.51# 1160382.86 # 1958146.08

# 450350.25 # 13645612.58# 17257.80 # 12020194.35# 1160382.86 # 5273940.10

# 450350.25 # 6052707.36

# 17257.80 # 2518287.00# 1160382.86 # 1086118.36

# 450350.25 # 4362993.22# 17257.80 # 1815265.21# 1160382.86 # 782910.32

# 450350.25 # 5620371.12# 17257.80 # 5210239.24


21/173

# 1160382.86 # 1882605.15

# 450350.25 # 9952740.53# 17257.80 # 9226465.33# 1160382.86 # 3333779.96

JUMLAH R* #"=31=("!3"


22/173

# 1025144.25 # 17632481.10# 222769.86 # 76632831.84# 1025144.25 # 8070960.68

# 132025.53 # 144332949.91# - # -# 59093.66 # 64602375.36# 22512.00 # 24610568.64

# 228434.96 # 76228744.48# 60466.98 # 14729756.33

# 650000.00 # 120412500.00

# 219835.88 # 66033200.95# 166816.13 # 50107393.55# 55826.30 # 3293751.41

# 20892.74 # 5290460.26# 20892.74 # 17549903.70# 20892.74 # 6971908.17

# 20892.74 # 3946639.06# 55826.30 # 703411.32

# 737981.32 # 93044684.81# 737981.32 # 15497607.72# 250000.00 # 2500000.00# 5000000.00 # 5000000.00# 5000000.00 # 5000000.00

JUMLAH R* "22=1$2=12$!2(

# 295050.00 # 590100.00

# 295050.00 # 15932700.00# 77000.00 # 4158000.00# 56000.00 # 1008000.00# 55000.00 # 935000.00# 66500.00 # 1197000.00# 71500.00 # 1072500.00

JUMLAH V R* 2#="$3=3!


23/173

# 35000.00 # 1645000.00# 70000.00 # 3318000.00

# 62475.00 # 1879248.00# 132025.53 # 9307799.87# 1025144.25 # 2890906.79# 59093.66 # 6110284.86

# 674940.00 # 25816.46# 492639.00 # 1939766.06# 4784.00 # 43056.00# - # -# 55000.00 # 1559765.63

# 218512.77 # 5054200.37# 241446.24 # 7895292.05# 627133.50 # 1881400.50# 150000.00 # 300000.00# 95634.00 # 191268.00# 125583.28 # 376749.84# 31931.81 # 1277272.50# 178769.50 # 2860312.00# 178769.50 # 2860312.00

# 62475.00 # 250524.75

# 1025144.25 # 184525.97# 132025.53 # 765748.07# 59093.66 # 342743.25

# 528765.30 # 1142133.05# 17257.80 # 295269.91# 1025144.25 # 221431.16# 178769.50 # 2145234.00

JUMLAH V R* '%=(%#=%1!(

OS 3 9 % M R* 1=3'"=(3%='%%!#(


24/173

REKAPTULAS EN&NEER

NSTANS

PEKERJAAN

LOKAS 6 KE7AMATAN 7AMP

TAHUN 6 2 1 %

NO

PEKERJAAN PEN8AHULUAN

PEKERJAAN LAN8 7LEARN&

PEMBAN&UNAN KOS 8ERET . 7 / 8EP

TB?L/$,

?P?)/PEJABAT PELAKSANA TEKNS KE&ATAN

SATU ML:AR ENAM RA

Harga sudah termasuk pajak-pajak


25/173


26/173

N& ESTMATE

&ALOE KABUPATEN BANTAEN&

URAAN PEKERJAAN

R*!

R*!

N UK! 3 9 % METER SEBAN:AK ; 1# UNT R*!

TOTAL

?H?$ >$??)/$ B/$,$/$ (?>B"

JUMLAH TOTAL

PEMBULATAN

B/$T/$, 26

)C$LT/$7V! BAS MONAR

!

US 8UA BELAS JUTA ENAM RATUS EMPRUPAH


27/173

ASUBAN P?

>$,T/;?

A! MAPPATOBA=SP0! M!Si!

$i#. 19610915 198201 1 011

EPALA 8NAS PER8A&AN&AN PERN8USTRANPERTAMBAN&AN 8AN ENER& KAB! BANTAEN&


28/173

JUMLAH

3#=#%=!

12%=$=%'#!(2

1=3'"=(3%='%%!#(

1='2=$(=221!1"

5000000.00

1='2'=$(=221!1"

>>>

T PULUH RBU


29/173


30/173

RN&KASAN 6 ANALSA HAR&A SATUAN PEKERJAAN B8AN& 7PTA KAR:A

NO!KO8E

URAAN PEKERJAANHAR&A .R

ANALSA TENA&A BAHAN

(1" (2" (3" (4" (5"

8V! V A!#!1!1 HAR&A SATUAN PEKERJAAN BETON

2 /.4.1.1.2 >emat 1 >3 Betn >t =G 98 >#a ().125" lm# (12 I 2" m emat 1 >3 Betn >t =G 145 >#a ().175" lm# (12 I 2" m emat 1 >3 Betn >t =G 169 >#a ().200" lm# (12 I 2" m emat 1 >3 Betn >t =G 193 >#a ().225" lm# (12 I 2" m emat 1 >3 Betn >t =G 217 >#a ().250" lm# (12 I 2" m 2 Be'isting nt' l= 71500.00 17356

22 /.4.1.1.22 Pemasangan 1 >2 Be'isting nt' )lm 90750.00 330574

23 /.4.1.1.23 Pemasangan 1 >2 Be'isting nt' Bal' 90750.00 33815

24 /.4.1.1.24 Pemasangan 1 >2 Be'isting nt' Lantai 90750.00 41283


31/173

JUMLAH JUMLAH TOTAL KET!

PERALATAN .R*!/ .R*!/

(6" (7" (8" (9" (10"

- 1011929.42 101192.94 1113122.36

- 1072989.21 107298.92 1180288.13

- 1105126.53 110512.65 1215639.19

- 1128248.73 112824.87 1241073.60

- 1144860.85 114486.08 1259346.93

- 164360.00 16436.00 180796.00

- 164360.00 16436.00 180796.00

- 159240.00 15924.00 175164.00

- 225780.00 22578.00 248358.00

- 245065.00 24506.50 269571.50

- 421324.00 42132.40 463456.40

- 428905.00 42890.50 471795.50

- 503586.00 50358.60 553944.60

OVERHEAD &PROFIT (Rp.)


32/173

ANALSA HAR&A SATUAN PEKERJAA

B8AN& 7PT


33/173

A!2!2!1 HAR&A SATUAN PEKERJAAN PERSAPAN

A!2!2!1!1 Pe+5uatan 1 M2 Paga? Se+enta?a 0a?i Ka@u Tinggi 2 Mete?

N! U?aian K0e Satuan KesienHa?ga Satuan

.R*!/

A! TENA&A

Pe'erja L.01 C; 0.400 75000.00

T'ang )a& L.02 C; 0.200 100000.00)e#ala T'ang L.03 C; 0.020 120000.00

>an*r L.04 C; 0.020 130000.00

Jumlah Harga Tenaga .....................................

B! BAHAN

l'en 'a& *ia. 8 - 103 0.005 375000.00

Bat )ali >3 0.009 175000.00

)a& 53 0.072 5320000.00

Pa' iasa 2F - 5F )g 0.060 -

esi* Liter 0.400 91438.00

Jumlah Harga Bahan ......................................

7! PERALATAN

Jumlah Harga Peralatan .................................

. Jmla! (/+B+"

. Overhead & Proft 5%

A!2!2!1!2 Pe+5uatan 1 M2 Paga? Se+enta?a 0a?i Seng &e,+5ang Tinggi 2


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.200 75000.00

T'ang )a& L.02 C; 0.400 100000.00

)e#ala T'ang L.03 C; 0.020 120000.00

>an*r L.04 C; 0.020 130000.00


B! BAHANl'en 'a& *ia. 8 - 103 0.005 375000.00

Bat )ali >3 0.009 175000.00

)a& 53 0.072 5320000.00

Pa' iasa 2F - 5F )g 0.060 -

>eni esi Liter 0.450 48678.00


7! PERALATAN



34/173

. Jmla! (/+B+"


A!2!2!1!3 Pe+5uatan 1 M2 Paga? Se+enta?a 0a?i KaDat 8u?i Tinggi 1!" M


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.200 75000.00

T'ang )a& L.02 C; 0.300 100000.00

)e#ala T'ang L.03 C; 0.020 120000.00

>an*r L.04 C; 0.020 130000.00


B! BAHAN

l'en 'a& *ia. 8 - 10G 25.000 -

Pasir etn >3 0.005 375000.00)ral etn >3 0.009 rr509

Pa' iasa 2F - 5F )g 0.060 -


7! PERALATAN

Jumlah Harga Peralatan ................................. . Jmla! (/+B+"


A!2!2!1!#


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.100 75000.00

T'ang )a& L.02 C; 0.100 100000.00

)e#ala T'ang L.03 C; 0.010 120000.00

>an*r L.04 C; 0.005 130000.00


B! BAHAN

)a& 53 0.004 3857000.00

Pa' iasa 2F - 3F )g 0.020 35245.00

)a& #a#an 33 0.007 3857000.00


7! PERALATAN

Penguku?an 0an Pe+asangan 1 M Bouwplan


35/173


. Jmla! (/+B+"


A!2!2!1!' Pe+5uatan 1 +2 Kant? Se+enta?a Lantai P,este?an


.R*!/

A! TENA&A

Pe'erja L.01 C; 2.000 75000.00

T'ang )a& L.02 C; 2.000 100000.00

T'ang Bat L.02 C; 1.000 100000.00

)e#ala T'ang L.03 C; 0.300 120000.00

>an*r L.04 C; 0.050 130000.00

Jumlah Harga Tenaga ..................................... B! BAHAN

l'en 'a& *ia. 8 - 103 0.180 5320000.00

Pa' iasa )g 0.080 -

Besi stri# )g 1.100 14000.00

emen Prtlan* )g 35.000 1520.00

Pasir #asang >3 0.150 275000.00

Pasir etn >3 0.100 375000.00

)ral etn >3 0.150 175000.00

Bata mera! B! 30.000 900.00

eng #lat Lr 0.250 73150.00

Jen*ela na' B! 0.200 63840.00)aa #ls 3 mm >2 0.080 128478.00

)ni tanam B! 0.150 174200.00

Pl&* 4 mm Lr 0.060 113050.00


7! PERALATAN


. Jmla! (/+B+"


A!2!2!1!% Pe+5uatan 1 M2 Ru+a- Jaga .Knst?uksi Ka@u/


.R*!/

A! TENA&A

Pe'erja L.01 C; 1.000 75000.00

T'ang )a& L.02 C; 1.500 100000.00

)e#ala T'ang L.03 C; 0.150 120000.00

>an*r L.04 C; 0.050 130000.00


l'en 'a& *ia. 8 - 103 0.276 5320000.00

Pa' iasa )g 0.700 35245.00


36/173

eng gelmang Lr 1.500 10000.00


7! PERALATAN




37/173

.AHSP/

KAR:A


38/173

5%

Ju+,a- Ha?ga

.R*!/

30000.00

20000.002400.00

2600.00

''=!

26953.75

7600.00

1875.00

1575.00

383040.00

-

36575.20

#'(=%1"!$'

-

-

)

512618.95

25630.95

'3"=2#$!$

Mete? Ju+,a- Ha?ga

.R*!/

15000.00

40000.00

2400.00

2600.00

%=!

26953.75

3800.00

12000.00

1875.00

1575.00

383040.00

-

21905.10

#'1=1#"!"'

-

-

)

Overhead & Proft nt!


39/173

511148.85

25557.44

'3%=(%!2$

te? Ju+,a- Ha?ga

.R*!/

15000.00

30000.00

2400.00

2600.00

'=!

21563.00

3040.00

-

1875.00rr509

-

E??6'$

-

-

)rr509

rr509

E??6'$

Ju+,a- Ha?ga

.R*!/

7500.00

10000.00

1200.00

650.00

1$=3'!

15428.00

704.90

26999.00

#3=131!$


40/173

-

-

)

62481.90

3124.10

%'=%%!

Ju+,a- Ha?ga

.R*!/

150000.00

200000.00

100000.00

36000.00

6500.00

#$2='!

26953.75

957600.00

-

15400.00

53200.00

41250.00

37500.00

26250.00

27000.00

18287.50

12768.0010278.24

26130.00

6783.00

1=2'$=#!#$

-

)

1751900.49

87595.02

1="3$=#$'!'1

Ju+,a- Ha?ga

.R*!/

75000.00

150000.00

18000.00

6500.00

2#$='!

64689.00

1468320.00

24671.50


41/173

15000.00

1='(2=%"!'

-

-

)1822180.50

91109.03

1=$13=2"$!'3


42/173


43/173

. Jmla! (/+B+"


A!2!3!1!$ Pengu?ugan Ke+5a,i 1 M3 &a,ian Tana-Pengrgan 'emali 1 >3 *i!itng *ari 1an*r L.04 C; 0.050 130000.00


B! BAHAN


7! PERALATAN



A!2!3!1!1 Pe+a0atan Tana- 1 M3 Tana- .*e? 2 c+/


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.500 75000.00

>an*r L.04 C; 0.050 130000.00


B! BAHAN



44/173

7! PERALATAN


. Jmla! (/+B+"


A!2!3!1!11 Pengu?ugan 1 M3 0engan Pasi? U?ug


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.300 75000.00

>an*r L.04 C; 0.010 130000.00


B! BAHANPasir rg >3 1.200 230000.00


7! PERALATAN


. Jmla! (/+B+"


A!2!3!1!1# Pengu?ugan 1 M3 0engan Si?tu Pa0at


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.250 75000.00

>an*r L.04 C; 0.025 130000.00


B! BAHAN

irt >3 1.200 261000.00


45/173


7! PERALATAN


. Jmla! (/+B+". Overhead & Proft 5%

A!2!3!1!1' Pengu?ugan 1 M3 0engan Tana- U?ug


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.250 75000.00

>an*r L.04 C; 0.025 130000.00


B! BAHAN

Tana! rg >3 1.200 120000.00


7! PERALATAN


. Jmla! (/+B+"


A!2!3!1!1' Pengu?ugan 1 M3 0engan Tana- Hu+us


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.250 75000.00

>an*r L.04 C; 0.025 130000.00


Tana! !ms >3 1.200 170000.00


46/173


7! PERALATAN


. Jmla! (/+B+"


A!3!2!1 HAR&A SATUAN PEKERJAAN PON8AS

A!3!2!1!1 Pe+asangan 1 M3 Pn0asi Batu Be,a- 7a+*u?an 1 SP 6 3 PP N! U?aian K0e Satuan Kesien

Ha?ga Satuan

.R*!/

A! TENA&A

Pe'erja L.01 C; 1.500 75000.00

T'ang Bat L.02 C; 0.750 100000.00

)e#ala T'ang L.03 C; 0.075 120000.00

>an*r L.04 C; 0.075 130000.00


B! BAHAN

Bat ela! >3 1.200 239000.00

emen Prtlan* )g 202.000 1520.00Pasir #asang >3 0.485 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!3!2!1!3 Pe+asangan 1 M3 Pn0asi Batu Be,a- 7a+*u?an 1 SP 6 ' PP


.R*!/

A! TENA&A

Pe'erja L.01 C; 1.500 75000.00

T'ang Bat L.02 C; 0.750 100000.00)e#ala T'ang L.03 C; 0.075 120000.00

>an*r L.04 C; 0.075 130000.00


47/173


B! BAHAN

Bat ela! >3 1.200 239000.00

emen Prtlan* )g 136.000 1520.00

Pasir #asang >3 0.544 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!3!2!1!$


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.780 75000.00

T'ang Bat L.02 C; 0.390 100000.00

)e#ala T'ang L.03 C; 0.039 120000.00

>an*r L.04 C; 0.039 130000.00


Bat ela! >3 1.200 239000.00

Pasir rg >3 0.432 230000.00


7! PERALATAN


. Jmla! (/+B+"


Pe+asangan 1 M3 Batu Ksng (Aan!tamp"ng)


48/173

Ju+,a- Ha?ga

.R*!/

56250.00

3250.00

'$='!

)

-

-

)

59500.00

2975.00

%2=#('!

Ju+,a- Ha?ga

.R*!/

67500.00

5850.00

(3=3'!

)

--

)


49/173

73350.00

3667.50

((=1(!'

Ju+,a- Ha?ga

.R*!/

37500.00

6500.00

##=!

)

-

-

)44000.00

2200.00

#%=2!

Ju+,a- Ha?ga

.R*!/

37500.00

6500.00

##=!

)


50/173

-

-

)

44000.00

2200.00

#%=2!

Ju+,a- Ha?ga

.R*!/

22500.00

1300.00

23="!

276000.00

2(%=!

-

-

)

299800.00

14990.00

31#=($!

Ju+,a- Ha?ga

.R*!/

18750.00

3250.00

22=!

313200.00


51/173

313=2!

-

-

)

335200.0016760.00

3'1=$%!

Ju+,a- Ha?ga

.R*!/

18750.00

3250.00

22=!

144000.00

1##=!

-

-

)

166000.00

8300.00

1(#=3!

Ju+,a- Ha?ga

.R*!/

18750.00

3250.00

22=!

204000.00


52/173

2#=!

--

)

226000.00

11300.00

23(=3!

Ju+,a- Ha?ga

.R*!/

112500.00

75000.00

9000.00

9750.00

2%=2'!

286800.00

307040.00133375.00

(2(=21'!

-

-

)

933465.00

46673.25

$"=13"!2'

Ju+,a- Ha?ga

.R*!/

112500.00

75000.009000.00

9750.00


53/173

2%=2'!

286800.00

206720.00

149600.00

%#3=12!

-

-

)

849370.00

42468.50

"$1="3"!'

Ju+,a- Ha?ga

.R*!/

58500.00

39000.00

4680.00

5070.00

1(=2'!

286800.00

99360.00

3"%=1%!

-

-

)

493410.00

24670.50

'1"="!'


54/173

A!#!1!1 HAR&A SATUAN PEKERJAAN BETON

A!#!1!1!1


.R*!/

A! TENA&A

Pe'erja L.01 C; 1.650 75000.00

T'ang Bat L.02 C; 0.275 100000.00)e#ala T'ang L.03 C; 0.028 120000.00

>an*r L.04 C; 0.083 130000.00


B! BAHAN

emen Prtlan* )g 247.000 1520.00

Pasir etn )g 869.000 267.86

)eri'il (ma's 30 mm" )g 999.000 192.59

/ir Liter 215.000 48.00


7! PERALATAN


. Jmla! (/+B+"


A!#!1!1!2


.R*!/

A! TENA&A

Pe'erja L.01 C; 1.650 75000.00

T'ang Bat L.02 C; 0.275 100000.00

)e#ala T'ang L.03 C; 0.028 120000.00

>an*r L.04 C; 0.083 130000.00


B! BAHANemen Prtlan* )g 276.000 1520.00

Pasir etn )g 828.000 267.86

)eri'il (ma's 30 mm" )g 1012.000 192.59

/ir Liter 215.000 48.00


7! PERALATAN


Me+5uat 1 M3 Betn Mutu c ; (=# M*a .K!1/= S,u+* .12 F 2/

Me+5uat 1 M3 Betn Mutu c ; $=" M*a .K!12'/= S,u+* .12 F 2/


55/173

. Jmla! (/+B+"


A!#!1!1!%


.R*!/A! TENA&A

Pe'erja L.01 C; 1.650 75000.00

T'ang Bat L.02 C; 0.275 100000.00

)e#ala T'ang L.03 C; 0.028 120000.00

>an*r L.04 C; 0.083 130000.00


B! BAHAN

emen Prtlan* )g 352.000 1520.00

Pasir etn )g 731.000 267.86

)eri'il (ma's 30 mm" )g 1031.000 192.59

/ir Liter 215.000 48.00


7! PERALATAN



A!#!1!1!"


.R*!/

A! TENA&A

Pe'erja L.01 C; 1.650 75000.00

T'ang Bat L.02 C; 0.275 100000.00

)e#ala T'ang L.03 C; 0.028 120000.00>an*r L.04 C; 0.083 130000.00


B! BAHAN

emen Prtlan* )g 384.000 1520.00

Pasir etn )g 692.000 267.86

)eri'il (ma's 30 mm" )g 1039.000 192.59

/ir Liter 215.000 48.00


7! PERALATAN

Me+5uat 1 M3 Betn Mutu c ; 1%=$ M*a .K!2/= S,u+* .12 F 2/

Me+5uat 1 M3 Betn Mutu c ; 21=( M*a .K!2'/= S,u+* .12 F 2/


56/173


. Jmla! (/+B+"


A!#!1!1!1( Pe+5esian 1 Kg 0engan 5esi *,s


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.070 75000.00

T'ang Besi L.02 C; 0.070 100000.00

)e#ala T'ang L.03 C; 0.007 120000.00

>an*r L.04 C; 0.004 130000.00


Besi etn (#ls" >3 10.500 14000.00

)aat etn >3 0.150 25000.00


7! PERALATAN


. Jmla! (/+B+"


Untuk 1 Kg *eke?aan 5esi *,s

A!#!1!1!1( Pe+5esian 1 Kg 0engan 5esi U,i?


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.070 75000.00

T'ang Besi L.02 C; 0.070 100000.00

)e#ala T'ang L.03 C; 0.007 120000.00

>an*r L.04 C; 0.004 130000.00


B! BAHAN

Besi etn (lir" >3 10.500 14000.00

)aat etn >3 0.150 25000.00


57/173


7! PERALATAN



Untuk 1 Kg *eke?aan 5esi u,i?

A!#!1!1!1"


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.050 75000.00

T'ang Besi L.02 C; 0.050 100000.00)e#ala T'ang L.03 C; 0.005 120000.00

>an*r L.04 C; 0.003 130000.00


B! BAHAN

Besi etn (#ls" >3 10.500 14000.00

)aat etn >3 0.100 25000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!1!1!2 Pe+asangan 1 M2 Bekisting untuk Pn0asi


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.520 75000.00

T'ang )a& L.02 C; 0.260 100000.00

)e#ala T'ang L.03 C; 0.026 120000.00

>an*r L.04 C; 0.026 130000.00


B! BAHAN

)a& e'isting - #a#an >3 0.040 3857000.00

Pa' 5 - 12 m )g 0.300 -

Pe+asangan 1 Kg Ka5e, Pre!!tre!!e# P,s4$tran#!

Untuk 1 Kg *eke?aan Ka5e, Pre!!tre!!e# P,s4$tran#!


58/173

>in&a' e'isting Liter - 39900.00


7! PERALATAN


. Jmla! (/+B+"


A!#!1!1!21

N! U?aian K0e Satuan Kesien Ha?ga Satuan.R*!/

A! TENA&A

Pe'erja L.01 C; 0.520 75000.00

T'ang )a& L.02 C; 0.260 100000.00

)e#ala T'ang L.03 C; 0.026 120000.00

>an*r L.04 C; 0.026 130000.00


B! BAHAN

)a& e'isting - #a#an >3 0.045 3857000.00

Pa' 5 - 12 m )g 0.300 -



7! PERALATAN


. Jmla! (/+B+"


A!#!1!1!22 Pe+asangan 1 M2 Bekisting untuk K,+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.660 75000.00


>an*r L.04 C; 0.033 130000.00


Pe+asangan 1 M2 Bekisting untuk $loo%


59/173

B! BAHAN

)a& e'isting - #a#an >3 0.040 3857000.00

Pa' 5 - 12 m )g 0.400 35245.00

>in&a' e'isting Liter 0.100 39900.00

Bal' 'a& 'elas ??? >3 0.015 3857000.00

Tri#le's teal 6 mm Lr 0.350 163500.00

l'en 'a& *ia. 8 - 10


A!#!1!1!2# Pe+asangan 1 M2 Bekisting untuk Lantai

N! U?aian K0e Satuan Kesien Ha?ga Satuan.R*!/

A! TENA&A

Pe'erja L.01 C; 0.660 75000.00

T'ang )a& L.02 C; 0.330 100000.00


60/173

)e#ala T'ang L.03 C; 0.033 120000.00

>an*r L.04 C; 0.033 130000.00


B! BAHAN

)a& e'isting - #a#an >3 0.040 3857000.00

Pa' 5 - 12 m )g 0.400 35245.00


Bal' 'a& 'elas ??? >3 0.015 3857000.00 Tri#le's teal 6 mm Lr 0.350 163500.00

l'en 'a& *ia. 8 - 10


61/173

Ju+,a- Ha?ga

.R*!/

123750.00

27500.003360.00

10790.00

1%'=#!

375440.00

232767.86

192400.00

10320.00

"1=$2(!"%

-

-

)

976327.86

48816.39

1=2'=1##!2'

Ju+,a- Ha?ga

.R*!/

123750.00

27500.00

3360.00

10790.00

1%'=#!

419520.00

221785.71

194903.70

10320.00

"#%='2$!#2

-

-

)

+= D4c ; ="(

+= D4c ; =("


62/173

1011929.42

50596.47

1=%2='2'!"$

Ju+,a- Ha?ga

.R*!/

123750.00

27500.00

3360.00

10790.00

1%'=#!

535040.00

195803.57

198562.96

10320.00

$3$=(2%!'3

-

-

)

1105126.5355256.33

1=1%=3"2!"%

Ju+,a- Ha?ga

.R*!/

123750.00

27500.00

3360.0010790.00

1%'=#!

583680.00

185357.14

200103.70

10320.00

$($=#%!"'

c+= D4c ; =%1

c+= D4c ; ='%


63/173

-

-

)

1144860.85

57243.04

1=22=13!"$

Ju+,a- Ha?ga

.R*!/

5250.00

7000.00

840.00

520.00

13=%1!

147000.00

3750.00

1'=('!

-

-

)

164360.00

8218.00

1(2='("!

1(=2'(!"

Ju+,a- Ha?ga

.R*!/

5250.00

7000.00

840.00

520.00

13=%1!

147000.00

3750.00


64/173

1'=('!

-

-

)

164360.008218.00

1(2='("!

1(=2'(!"

Ju+,a- Ha?ga

.R*!/

3750.00

5000.00600.00

390.00

$=(#!

147000.00

2500.00

1#$='!

-

-

)

159240.00

7962.00

1%(=22!

1%=(2!2

Ju+,a- Ha?ga

.R*!/

39000.00

26000.00

3120.00

3380.00

(1='!

154280.00

-


65/173

-

1'#=2"!

-

-

)

225780.00

11289.00

23(=%$!

Ju+,a- Ha?ga.R*!/

39000.00

26000.00

3120.00

3380.00

(1='!

173565.00

-

-

1(3='%'!

-

-

)

245065.00

12253.25

2'(=31"!2'

Ju+,a- Ha?ga

.R*!/

49500.00

33000.003960.00

4290.00

$=('!


66/173

154280.00

14098.00

3990.00

57855.00

57225.00

43126.00

33='(#!

-

-

)

421324.00

21066.20

##2=3$!2

Ju+,a- Ha?ga

.R*!/

49500.00

33000.00

3960.00

4290.00

$=('!

154280.00

14098.00

-

69426.00

57225.00

43126.00

33"=1''!

-

-

)

428905.00

21445.25

#'=3'!2'

Ju+,a- Ha?ga.R*!/

49500.00

33000.00


67/173

3960.00

4290.00

$=('!

154280.00

14098.00

-

57855.0057225.00

129378.00

#12="3%!

-

-

)

503586.00

25179.30

'2"=(%'!3


68/173

A!#!2!1 HAR&A SATUAN PEKERJAAN BES 8AN ALUMN

A!#!2!1!1 Pe+asangan 1 Kg Besi P?,

N! U?aian K0e Satuan Kesien

A! TENA&A

Pe'erja L.01 C; 0.060

T'ang Las )nstr'si L.02 C; 0.060)e#ala T'ang L.03 C; 0.006

>an*r L.04 C; 0.003

Jumlah Harga Tenaga ............

B! BAHAN

Besi PrAl )g 1.150

Jumlah Harga Bahan .............

7! PERALATAN

Jumlah Harga Peralatan ........

. Jmla! (/+B+"


A!#!2!1!2 Pe+asangan 1 Kg Rangka Ku0a)ku0a Baa G<


A! TENA&A

Pe'erja L.01 C; 0.060

T'ang Las )nstr'si L.02 C; 0.060

)e#ala T'ang L.03 C; 0.006

>an*r L.04 C; 0.003


B! BAHANBesi Baja ?: )g 1.150


7! PERALATAN



69/173

. Jmla! (/+B+"


A!#!2!1!# Pe+5uatan 1 M2 Pintu Besi P,at Baa Te5a, 2 ++ R


A! TENA&A

Pe'erja L.01 C; 1.050

T'ang Las Biasa L.02 C; 1.050

)e#ala T'ang L.03 C; 0.105

>an*r L.04 C; 0.0525


B! BAHAN

Besi si' L.30.30.3 )g 15.000

Besi #lat aja Lr 0.706

)aat las )g 0.050


7! PERALATAN



A!#!2!1!' Penge?aan 1 c+ Penge,asan 0engan Las List?ik


A! TENA&A

Pe'erja L.01 C; 0.040

T'ang Las )nstr'si L.02 C; 0.020

)e#ala T'ang L.03 C; 0.002

>an*r L.04 C; 0.002


B! BAHAN

)aat las listri' )g 0.400

lar Liter 0.300

>in&a' #elmas Liter 0.040


7! PERALATAN


70/173


. Jmla! (/+B+"


Untuk 1 7+ Peke?aan Penge,asan

A!#!2!1!1' Pe+asangan 1 M2 Te?a,i Besi Betn 0ia!12


A! TENA&A

Pe'erja L.01 C; 1.670


)e#ala T'ang L.03 C; 0.167

>an*r L.04 C; 0.083


B! BAHANBesi etn *ia.12 )g 8.410

Pengelasan m 27.080


7! PERALATAN


. Jmla! (/+B+"


A!#!2!1!1% Pe+asangan 1 M2 KaDat Ra+ Ha,us .11/ c+


A! TENA&A

Pe'erja L.01 C; 0.100


)e#ala T'ang L.03 C; 0.010

>an*r L.04 C; 0.005


B! BAHAN

)aat n&am' >2 1.100

Pengelasan m 11.110

Baja stri# (02 2" m )g 1.716


71/173


7! PERALATAN


. Jmla! (/+B+"


A!#!2!1!1" Pe+asangan 1 M Ta,ang 8ata?4Ju?ai Seng BJLS 2" L


A! TENA&A

Pe'erja L.01 C; 0.300

T'ang )a& L.02 C; 0.300

)e#ala T'ang L.03 C; 0.030>an*r L.04 C; 0.0015


B! BAHAN

eng #lat >G 1.050

Pa' se'r# )g 0.015

)alsiar* teal 6 mm Lr 0.410

Besi si' L.30.30.30 )g 1.500


7! PERALATAN


. Jmla! (/+B+"


A!#!2!1!2 Pe+asangan 1 M2 Rangka Besi H,,D 1#!#!2 +


A! TENA&A

Pe'erja L.01 C; 0.250

T'ang Besi L.02 C; 0.250

)e#ala T'ang L.03 C; 0.025

>an*r L.04 C; 0.0125


B! BAHANang'a metal !ll 40.40.2 mm >G 3.500

/ssesries (#er'atan las *ll." Ls 1.000

(100% rang'a"


72/173


7! PERALATAN


. Jmla! (/+B+"


A!#!2!1!2a Pe+asangan 1 M2 Rangka Baa Ringan 3%(% ++=


A! TENA&A

Pe'erja L.01 C; 0.400


)e#ala T'ang L.03 C; 0.020

>an*r L.04 C; 0.020


B! BAHAN

ang'a aja ringan 36 76 m >G 3.500

Pa' amset ! 12.000


7! PERALATAN


. Jmla! (/+B+"


A!#!2!1!2a Pe+asangan 1 M2 Rangka Baa Ringan 3%(% ++=


A! TENA&A

Pe'erja L.01 C; 0.400




B! BAHAN


73/173

ang'a aja ringan 36 76 m >G 3.500


(100% rang'a"


7! PERALATAN


. Jmla! (/+B+"


A!#!2!1!22 Pe+asangan 1 M2 Rangka Besi H,,D 1 .2!#!2


A! TENA&A

Pe'erja L.01 C; 0.350


)e#ala T'ang L.03 C; 0.035

>an*r L.04 C; 0.0175


B! BAHANang'a metal !ll 20.40.2 mm >G 2.000

ang'a metal !ll 40.40.2 mm >G 2.000


(100% rang'a"


7! PERALATAN


. Jmla! (/+B+"


A!#!2!1!SPL 1 M Peke?aan Besi Ktak #" c+= te5a, # ++ .Ku0


A! TENA&A

Pe'erja L.01 C; 0.150


)e#ala T'ang L.03 C; 0.015


74/173

>an*r L.04 C; 0.015


B! BAHAN

Besi )ta' 48 m teal 4 mm >G 1.050

)aat las )g 0.180


7! PERALATAN

>esin las Jam 0.120

/lat ant Ls 1.000


. Jmla! (/+B+"


A!#!2!1!SPL 1 M Peke?aan Besi Ktak 2# c+= te5a, 2=" ++ .&


A! TENA&A

Pe'erja L.01 C; 0.100




B! BAHAN

Besi )ta' 24 m teal 2.8 mm >G 1.050

)aat las )g 0.100


7! PERALATAN

>esin las Jam 0.080

/lat ant Ls 1.000


. Jmla! (/+B+"


A!#!2!1!SPL 1 M Peke?aan Besi Ktak '' c+= te5a, 2=" ++ .R



75/173

A! TENA&A

Pe'erja L.01 C; 0.100


)e#ala T'ang L.03 C; 0.010

>an*r L.04 C; 0.010


B! BAHAN

Besi )ta' 55 m teal 2.8 mm >G 1.050)aat las )g 0.150


7! PERALATAN

>esin las Jam 0.080

/lat ant Ls 1.000


. Jmla! (/+B+"


Pe+asangan 1 M2 a,u+iniu+ 7*sit Pane,


A! TENA&A

Pe'erja L.01 C; 1.500 T'ang Besi L.02 C; 1.000

)e#ala T'ang L.03 C; 0.200

>an*r L.04 C; 0.1000


B! BAHAN

/P >2 1.050

e'r# 'g 0.010

ilin Ls 0.274


7! PERALATAN


. Jmla! (/+B+"



76/173

M

Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 4500.00

- -144500.00 867.00

130000.00 390.00

......................... '=('(!

19950.00 22942.50

......................... 22=$#2!'

-

-

......................... )

28699.50

1434.98

3=13#!#"


.R*!/ .R*!/

75000.00 4500.00

- -

144500.00 867.00

130000.00 390.00

......................... '=('(!

19950.00 22942.50

......................... 22=$#2!'

--

......................... )


77/173

28699.50

1434.98

3=13#!#"

ngka*= Rangka Baa Siku Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 78750.00

- -

144500.00 15172.50

130000.00 6825.00

......................... 1=(#(!'

79800.00 1197000.00

651700.00 460100.20

- -

......................... 1=%'(=1!2

-

-

......................... )

1757847.70 87892.39

1="#'=(#!$


.R*!/ .R*!/

75000.00 3000.00

- -

144500.00 289.00

130000.00 260.00

......................... 3='#$!

- -

9643.00 2892.90

39900.00 1596.00

......................... #=#""!$

-

-


78/173

......................... )

8037.90

401.90

"=#3$!"

"#3!$"


.R*!/ .R*!/

75000.00 125250.00

- -

144500.00 24131.50

130000.00 10790.00

......................... 1%=1(1!'

14000.00 117740.00

843.98 22854.96

......................... 1#='$#!$%

--

......................... )

300766.46

15038.32

31'="#!($


.R*!/ .R*!/

75000.00 7500.00

- -

144500.00 1445.00

130000.00 650.00

......................... $='$'!

33250.00 36575.00

843.98 9376.61

14000.00 24024.00


79/173

......................... %$=$('!%1

-

-

......................... )

79570.61

3978.53"3='#$!1#

e5a? $ c+ Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 22500.00

100000.00 30000.00

120000.00 3600.00130000.00 195.00

......................... '%=2$'!

73150.00 76807.50

47880.00 718.20

65000.00 26650.00

19950.00 29925.00

......................... 13#=1!(

-

-

......................... )

190395.70

9519.79

1$$=$1'!#$

+= M0u, % 12 c+= 8in0ing Pa?tisi Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 18750.00

100000.00 25000.00

120000.00 3000.00

130000.00 1625.00

......................... #"=3('!

13000.00 45500.00

45500.00 45500.00


80/173

......................... $1=!

-

-

......................... )

139375.00

6968.75

1#%=3#3!('

0u, % 12 c+= 8in0ing Pa?tisi Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 30000.00

100000.00 20000.00

120000.00 2400.00

130000.00 2600.00

......................... ''=!

18000.00 63000.00

- -

......................... %3=!

-

-

......................... )

118000.00

5900.00

123=$!

0u, % 12 c+= 8in0ing Pa?tisi Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 30000.00

100000.00 20000.00

120000.00 2400.00130000.00 2600.00

......................... ''=!


81/173

18000.00 63000.00

63000.00 63000.00

......................... 12%=!

-

-

......................... )

181000.00

9050.00

1$='!

#!#!2/ ++= M0u, % % c+= P,an0 Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 26250.00

100000.00 35000.00

120000.00 4200.00

130000.00 2275.00

......................... %(=(2'!

13000.00 26000.00

13000.00 26000.00

39000.00 39000.00

......................... $1=!

-

-

......................... )

158725.00

7936.25

1%%=%%1!2'

a)ku0a/ Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 11250.00

100000.00 15000.00

120000.00 1800.00


82/173

130000.00 1950.00

......................... 3=!

70490.00 74014.50

- -

......................... (#=1#!'

50000.00 6000.00

2000.00 2000.00

......................... "=!

112014.50

5600.73

11(=%1'!23

?0ing/ Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/

75000.00 7500.00

100000.00 10000.00

120000.00 1200.00130000.00 1300.00

......................... 2=!

212800.00 223440.00

- -

......................... 223=##!

50000.00 4000.00

2000.00 2000.00

......................... %=!

249440.00

12472.00

2%1=$12!

ngka 8in0ing4Venti,asi/ Ha?ga Satuan Ju+,a- Ha?ga

.R*!/ .R*!/


83/173

75000.00 7500.00

100000.00 10000.00

120000.00 1200.00

130000.00 1300.00

......................... 2=!

35000.00 36750.00- -

......................... 3%=('!

50000.00 4000.00

2000.00 2000.00

......................... %=!

62750.00

3137.50

%'=""(!'


.R*!/ .R*!/

75000.00 112500.00100000.00 100000.00

120000.00 24000.00

130000.00 13000.00

......................... 2#$='!

240240.24 252252.25 3

35910.00 359.10

72000.00 19728.00

......................... 2(2=33$!3'

-

-

......................... )

521839.35

26091.97'#(=$31!32


84/173

A!#!#!3 HAR&A SATUAN PEKERJAAN PENUTUP LANTA 8AN PENUTUP

A!#!#!3!# Pe+asangan 1 M2 Lantai U5in Ga?na Uku?an # c+ # c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.250 75000.00

T'ang Bat L.02 C; 0.125 100000.00

)e#ala T'ang L.03 C; 0.0125 120000.00

>an*r L.04 C; 0.0125 130000.00


B! BAHAN

in arna 40 m 40 m B! 6.630 109000.00

emen Prtlan* )g 9.800 1520.00

emen arna )g 1.300 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!' Pe+asangan 1 M2 Lantai U5in Ga?na Uku?an 3 c+ 3 c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.260 75000.00

T'ang Bat L.02 C; 0.130 100000.00

)e#ala T'ang L.03 C; 0.013 120000.00

>an*r L.04 C; 0.013 130000.00


B! BAHAN


85/173

in arna 30 m 30 m B! 11.870 106400.00

emen Prtlan* )g 10.000 1520.00

emen arna )g 1.500 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN



A!#!#!3!% Pe+asangan 1 M2 Lantai U5in Ga?na Uku?an 2 c+ 2 c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.270 75000.00

T'ang Bat L.02 C; 0.135 100000.00

)e#ala T'ang L.03 C; 0.0135 120000.00

>an*r L.04 C; 0.0135 130000.00


B! BAHAN

in arna 20 m 20 m B! 26.500 94000.00

emen Prtlan* )g 10.400 1520.00

emen arna )g 1.620 7120.00

Pasir #asang >3 0.045 275000.00

Jumlah Harga Bahan ...................................... 7! PERALATAN


86/173


. Jmla! (/+B+"


A!#!#!3!$ Pe+asangan 1 M2 Lantai U5in &?anit Uku?an # c+ # c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.250 75000.00

T'ang Bat L.02 C; 0.125 100000.00

)e#ala T'ang L.03 C; 0.0125 120000.00>an*r L.04 C; 0.0125 130000.00


B! BAHAN

in granit 40 m 40 m B! 6.630 458850.00

emen Prtlan* )g 9.800 1520.00

emen arna )g 1.300 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!1 Pe+asangan 1 M2 Lantai U5in &?anit Uku?an 3 c+ 3 c+


.R*!/


87/173

A! TENA&A

Pe'erja L.01 C; 0.260 75000.00

T'ang Bat L.02 C; 0.130 100000.00

)e#ala T'ang L.03 C; 0.013 120000.00

>an*r L.04 C; 0.013 130000.00


B! BAHAN

in granit 30 m 30 m B! 11.870 426930.00

emen Prtlan* )g 10.000 1520.00

emen arna )g 1.500 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!11 Pe+asangan 1 M2 Lantai U5in Te?a,u Ma?+e? Uku?an # c+ #


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.250 75000.00

T'ang Bat L.02 C; 0.125 100000.00

)e#ala T'ang L.03 C; 0.0125 120000.00

>an*r L.04 C; 0.0125 130000.00


B! BAHAN

in teral marmer 40 m 40 m B! 6.630 -

emen Prtlan* )g 9.800 1520.00emen arna )g 1.300 7120.00

Pasir #asang >3 0.045 275000.00


88/173


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!12 Pe+asangan 1 M2 Lantai U5in Te?a,u Ma?+e? Uku?an 3 c+ 3


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.260 75000.00

T'ang Bat L.02 C; 0.130 100000.00

)e#ala T'ang L.03 C; 0.013 120000.00

>an*r L.04 C; 0.013 130000.00


B! BAHAN


emen Prtlan* )g 10.000 1520.00

emen arna )g 1.500 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN



89/173

. Jmla! (/+B+"


A!#!#!3!13 Pe+asangan 1 M2 Lantai U5in Te?a,u Ma?+e? Uku?an % c+ %


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.240 75000.00

T'ang Bat L.02 C; 0.120 100000.00

)e#ala T'ang L.03 C; 0.012 120000.00

>an*r L.04 C; 0.012 130000.00



emen Prtlan* )g 9.600 1520.00

emen arna )g 1.500 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!1$ Pe+asangan 1 M P,int U5in Ga?na Uku?an 1 c+ 2 c+


.R*!/

A! TENA&APe'erja L.01 C; 0.090 75000.00

T'ang Bat L.02 C; 0.090 100000.00


90/173

)e#ala T'ang L.03 C; 0.009 120000.00

>an*r L.04 C; 0.005 130000.00


B! BAHAN

Plint in arna 10 m 20 m B! 5.300 232750.00

emen Prtlan* )g 1.140 1520.00

emen arna )g 0.100 7120.00

Pasir #asang >3 0.003 275000.00



. Jmla! (/+B+"


A!#!#!3!2 Pe+asangan 1 M P,int U5in Ga?na Uku?an 1 c+ 3 c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.090 75000.00

T'ang Bat L.02 C; 0.090 100000.00

)e#ala T'ang L.03 C; 0.009 120000.00

>an*r L.04 C; 0.005 130000.00


B! BAHAN

Plint in arna 10 m 30 m B! 3.530 10000.00

emen Prtlan* )g 1.140 1520.00

emen arna )g 0.100 7120.00

Pasir #asang >3 0.003 275000.00



91/173


. Jmla! (/+B+"


A!#!#!3!21 Pe+asangan 1 M P,int U5in Ga?na Uku?an 1 c+ # c+


Ha?ga Satuan

.R*!/

A! TENA&A

Pe'erja L.01 C; 0.090 75000.00

T'ang Bat L.02 C; 0.090 100000.00

)e#ala T'ang L.03 C; 0.009 120000.00

>an*r L.04 C; 0.005 130000.00


B! BAHAN

Plint in arna 10 m 40 m B! 2.650 -

emen Prtlan* )g 1.140 1520.00

emen arna )g 0.100 7120.00Pasir #asang >3 0.003 275000.00


7! PERALATAN



A!#!#!3!3# Pe+asangan 1 M2 Lantai Ke?a+ik Uku?an # c+ # c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.500 75000.00

T'ang Bat L.02 C; 0.250 100000.00

)e#ala T'ang L.03 C; 0.025 120000.00

>an*r L.04 C; 0.025 130000.00


B! BAHAN

)erami' 40 m 40 m B! 6.875 15571.43

emen Prtlan* )g 8.190 1520.00

emen arna )g 1.620 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN


92/173


. Jmla! (/+B+"


A!#!#!3!3' Pe+asangan 1 M2 Lantai Ke?a+ik Uku?an 3 c+ 3 c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.500 75000.00

T'ang Bat L.02 C; 0.250 100000.00

)e#ala T'ang L.03 C; 0.025 120000.00

>an*r L.04 C; 0.025 130000.00


B! BAHAN

)erami' 30 m 30 m B! 11.870 8866.67emen Prtlan* )g 10.000 1520.00

emen arna )g 1.500 7120.00

Pasir #asang >3 0.045 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!3% Pe+asangan 1 M2 Lantai Ke?a+ik Uku?an 2 c+ 2 c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.500 75000.00

T'ang Bat L.02 C; 0.250 100000.00

)e#ala T'ang L.03 C; 0.025 120000.00

>an*r L.04 C; 0.025 130000.00


B! BAHAN

)erami' 20 m 20 m B! 26.500 3760.00

emen Prtlan* )g 10.400 1520.00

emen arna )g 1.620 7120.00

Pasir #asang >3 0.045 275000.00


93/173


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!'# Pe+asangan 1 M2 8in0ing Ke?a+ik 2 c+ 2' c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.700 75000.00

T'ang Bat L.02 C; 0.350 100000.00

)e#ala T'ang L.03 C; 0.035 120000.00

>an*r L.04 C; 0.035 130000.00


B! BAHAN

)erami' mti= 20 m 25 m B! 21.000 4800.00

emen Prtlan* )g 9.300 1520.00

emen arna )g 1.940 7120.00

Pasir #asang >3 0.018 275000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!#!3!%# Pe+asangan 1 M2 PaIing B,ck t! " c+= K!3


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.150 75000.00

T'ang Bat L.02 C; 0.150 100000.00

)e#ala T'ang L.03 C; 0.075 120000.00

>an*r L.04 C; 0.0375 130000.00


B! BAHANPa@ing l' ).300 teal 8 m Ba! 52.000 3000.00

Pasir rg >3 0.040 230000.00


94/173


7! PERALATAN


. Jmla! (/+B+"



95/173

N8N&

Ju+,a- Ha?ga

.R*!/

18750.00

12500.00

1500.00

1625.00

3#=3('!

722670.00

14896.00

9256.00

12375.00

('$=1$(!

-

-

)

793572.00

39678.60

"33=2'!%

Ju+,a- Ha?ga

.R*!/

19500.00

13000.00

1560.00

1690.00

3'=('!


96/173

1262968.00

15200.00

10680.00

12375.00

1=31=223!

-

-

)

1336973.0066848.65

1=#3="21!%'

Ju+,a- Ha?ga

.R*!/

20250.00

13500.00

1620.00

1755.00

3(=12'!

2491000.00

15808.00

11534.40

12375.00

2='3=(1(!#

-


97/173

-

)

2567842.40

128392.12

2=%$%=23#!'2

Ju+,a- Ha?ga

.R*!/

18750.00

12500.00

1500.001625.00

3#=3('!

3042175.50

14896.00

9256.00

12375.00

3=("=(2!'

-

-

)

3113077.50

155653.88

3=2%"=(31!3"

Ju+,a- Ha?ga

.R*!/


98/173

19500.00

13000.00

1560.00

1690.00

3'=('!

5067659.10

15200.00

10680.00

12375.00

'=1'=$1#!1

-

-

)

5141664.10

257083.21

'=3$"=(#(!31

+

Ju+,a- Ha?ga

.R*!/

18750.00

12500.00

1500.00

1625.00

3#=3('!

-

14896.009256.00

12375.00


99/173

3%='2(!

-

-

)

70902.00

3545.10

(#=##(!1

+

Ju+,a- Ha?ga

.R*!/

19500.00

13000.00

1560.00

1690.00

3'=('!

-

15200.00

10680.00

12375.00

3"=2''!

-

-

)


100/173

74005.00

3700.25

((=('!2'

+

Ju+,a- Ha?ga

.R*!/

18000.00

12000.00

1440.00

1560.00

33=!

-

14592.00

10680.00

12375.00

3(=%#(!

-

-

)

70647.00

3532.35

(#=1($!3'

Ju+,a- Ha?ga

.R*!/

6750.00

9000.00


101/173

1080.00

650.00

1(=#"!

1233575.00

1732.80

712.00

825.00

1=23%="##!"

-

-

)

1254324.80

62716.24

1=31(=#1!#

Ju+,a- Ha?ga

.R*!/

6750.00

9000.00

1080.00

650.00

1(=#"!

35300.00

1732.80

712.00

825.00

3"='%$!"

-

-


102/173

)

56049.80

2802.49

'"="'2!2$

Ju+,a- Ha?ga

.R*!/

6750.00

9000.00

1080.00

650.00

1(=#"!

-

1732.80

712.00825.00

3=2%$!"

-

-

)20749.80

1037.49

21=("(!2$

Ju+,a- Ha?ga

.R*!/

37500.00 3

25000.00

3000.00 1600

3250.00

%"=('!

107053.57

12448.80

11534.40

12375.00

1#3=#11!((

-


103/173

-

)

212161.77

10608.09

222=(%$!"%

Ju+,a- Ha?ga

.R*!/

37500.00

25000.00

3000.00

3250.00

%"=('!

105247.3315200.00

10680.00

12375.00

1#3='2!33

-

-

)

212252.33

10612.62

222="%#!$'

Ju+,a- Ha?ga

.R*!/

37500.00

25000.00

3000.00

3250.00

%"=('!

99640.00

15808.00

11534.40

12375.00


104/173

13$=3'(!#

-

-

)

208107.40

10405.3721"='12!((

Ju+,a- Ha?ga

.R*!/

52500.00

35000.00

4200.00

4550.00

$%=2'!

100800.00

14136.00

13812.80

4950.00

133=%$"!"

-

-

)

229948.80

11497.44

2#1=##%!2#

Ju+,a- Ha?ga

.R*!/

11250.00

15000.00

9000.00

4875.00

#=12'!

156000.00

9200.00


105/173

1%'=2!

-

-

)

205325.00

10266.25

21'='$1!2'


106/173

A!#!'!1 HAR&A SATUAN PEKERJAAN LAN&T)LAN&T .PLAan*r L.04 C; 0.005 130000.00


B! BAHAN

,sm Bar* teal 9 mm Lr 0.364 113000.00

Pa' e'r# )g 0.110 35910.00


7! PERALATAN


. Jmla! (/+B+"


A!#!#!'!(5 Pe+asangan 1 +2 Langit),angit Ka,si5a?0 Uku?an .122#%/


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.100 75000.00

T'ang )a& L.02 C; 0.050 100000.00

)e#ala T'ang L.03 C; 0.005 120000.00

>an*r L.04 C; 0.005 130000.00


)alsiar* teal 6 mm Lr 0.364 65000.00

Pa' e'r# )g 0.110 35910.00


7! PERALATAN


107/173


. Jmla! (/+B+"


A!#!#!'!$ Pe+asangan 1 + List Langit),angit Ka@u P?,


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.050 75000.00

T'ang )a& L.02 C; 0.050 100000.00

)e#ala T'ang L.03 C; 0.005 120000.00

>an*r L.04 C; 0.003 130000.00


B! BAHAN

List 'a& #rAl > 1.050 160930.00

Pa' )g 0.010 -


7! PERALATAN



A!#!#!'!1 Pe+asangan 1 + List Langit),angit= &@*su+ P?, $ $ c+


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.080 75000.00

T'ang )a& L.02 C; 0.080 100000.00

)e#ala T'ang L.03 C; 0.008 120000.00

>an*r L.04 C; 0.004 130000.00


B! BAHAN

List gsm #rAl > 1.050 38570.00

Lem 'a& #ti! )g 0.050 25000.00

Pa' se'r# )g 0.010 35910.00


7! PERALATAN


108/173


. Jmla! (/+B+"



109/173

$/ ++= Te5a, $ ++ Ju+,a- Ha?ga

.R*!/

7500.00

5000.00600.00

650.00

13=('!

41132.00

3950.10

#'="2!1

-

-

)

58832.10

2941.61

%1=((3!(1

+= Te5a, % ++ Ju+,a- Ha?ga

.R*!/

7500.00

5000.00

600.00

650.00

13=('!

23660.00

3950.10

2(=%1!1

-

-


110/173

)

41360.10

2068.01

#3=#2"!11

Ju+,a- Ha?ga

.R*!/

3750.00

5000.00

600.00

390.00

$=(#!

168976.50

-

1%"=$(%!'

-

-

)

178716.508935.83

1"(=%'2!33

Ju+,a- Ha?ga

.R*!/

6000.00

8000.00

960.00

520.00

1'=#"!

40498.50

1250.00

359.10

#2=1(!%

-


111/173

-

)

57587.60

2879.38

%=#%%!$"


112/173

A!#!'!2 HAR&A SATUAN PEKERJAAN PENUTUP ATAP

A!#!'!2!32


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.200 75000.00


>an*r L.15 C; 0.010 130000.00


B! BAHAN

,enteng metal B! 1.020 66500.00

Pa' iasa 1


113/173


. Jmla! (/+B+"


A!#!'!2!# Pe+asangan 1 M2 Ata* S*an0ek


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.150 75000.00

T'ang )a& L.03 C; 0.750 100000.00

)e#ala T'ang L.11 C; 0.075 120000.00

>an*r L.15 C; 0.006 130000.00


B! BAHAN

#an*e' T. 0.35 >G 1.050 59850.00

Pa' !a' #anjang 15 m )g 0.020 -


7! PERALATAN



A!#!'!2!#1


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.100 75000.00

T'ang )a& L.03 C; 1.000 100000.00

)e#ala T'ang L.11 C; 0.100 120000.00

>an*r L.15 C; 0.050 130000.00


B! BAHAN

$' stan*ar 40 18 B! 1.200 59850.00

Pa' !a' #anjang 15 m )g 0.040 -


7! PERALATAN

Pe+asangan 1 M Nk Ata* A,u+iniu+


114/173


. Jmla! (/+B+"


A!#!'!2!S*,)1 Pe+asangan 1 M2 Rangka Ata* Baa Ringan


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.150 75000.00

T'ang Baja ingan L.03 C; 0.150 -

)e#ala T'ang L.11 C; 0.015 144500.00

>an*r L.15 C; 0.015 130000.00


B! BAHANang'a ata# aja ringan >2 1.050 180000.00


7! PERALATAN

/lat ant Ls 1.000 5000.00


. Jmla! (/+B+"



115/173

Ju+,a- Ha?ga

.R*!/

15000.00

10000.001200.00

1300.00

2(='!

67830.00

-

%(="3!

-

-

)

95330.00

4766.50

1=$%!'

Ju+,a- Ha?ga

.R*!/

18750.00

15000.00

1800.00

1625.00

3(=1('!

65835.00

-

%'="3'!

-

-


116/173

)

103010.00

5150.50

1"=1%!'

Ju+,a- Ha?ga

.R*!/

11250.00

75000.00

9000.00

780.00

$%=3!

62842.50

-

%2="#2!'

-

-

)

158872.507943.63

1%%="1%!13

Ju+,a- Ha?ga

.R*!/

7500.00

100000.00

12000.00

6500.00

12%=!

71820.00

-

(1="2!

-


117/173

-

)

197820.00

9891.00

2(=(11!

Ju+,a- Ha?ga

.R*!/

11250.00

-

2167.50

1950.00

1'=3%(!'

189000.00

1"$=!

5000.00-

'=!

209367.50

10468.38

21$="3'!""


118/173

A!#!%!1 HAR&A SATUAN PEKERJAAN KA:U

A!#!%!1!1 Pe+5uatan 0an Pe+asangan 1 M3 Kusen Pintu 0an Jen0e,a= Ka@u


.R*!/

A! TENA&A

Pe'erja L.01 C; 7.000 75000.00


>an*r L.15 C; 0.350 130000.00


B! BAHAN

Bal' 'a& 'elas ? >3 1.100 13449500.00

Pa' 10 m )g 1.250 -

Lem 'a& )g 1.000 25000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!%!1!' Pe+5uatan 0an Pe+asangan 1 M2 8aun Pintu Pane,= Ka@u Ke,as


.R*!/

A! TENA&A

Pe'erja L.01 C; 1.000 75000.00

T'ang )a& L.03 C; 3.000 100000.00

)e#ala T'ang L.11 C; 0.300 120000.00

>an*r L.15 C; 0.050 130000.00


B! BAHANPa#an 'a& 'elas ?? >3 0.040 5320000.00

Lem 'a& )g 0.500 25000.00


7! PERALATAN


. Jmla! (/+B+"


119/173


A!#!%!1!% Pe+5uatan 0an Pe+asangan 1 M2 Pintu 0an Jen0e,a Kaca= Ka@u


.R*!/

A! TENA&A

Pe'erja L.01 C; 0.800 75000.00

T'ang )a& L.03 C; 2.400 100000.00

)e#ala T'ang L.11 C; 0.240 120000.00

>an*r L.15 C; 0.040 130000.00


B! BAHAN

Pa#an 'a& 'elas ? >3 0.024 5320000.00

Lem 'a& )g 0.300 25000.00


7! PERALATAN


. Jmla! (/+B+"


A!#!%!1!21 Pe+asang

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